From 7d558229e85444324b06e3958151769489443f08 Mon Sep 17 00:00:00 2001 From: Garvit Singh Rathore Date: Fri, 23 Jan 2026 12:12:12 +0530 Subject: [PATCH 001/225] Feat: Implement map-based project location with seismic/wind zone overlays * Integrate shapefiles and UI for Indian seismic and wind zones. * Implement logic to fetch nearest city data and temperature using coordinates. * Add validation to restrict navigation within India and handle missing district data. * Refactor location saving and validation methods. --- .gitignore | 9 + .../bridge_types/plate_girder/ui_fields.py | 22 + .../ui_fields_project_location.py | 86 ++ .../core/data/project_location/database.py | 398 ++++++ .../core/data/project_location/schema.sql | 1185 ++++++++++++++++ .../core/data/project_location/seismic.png | Bin 0 -> 664948 bytes .../shapefiles/seismic_zones.cpg | 1 + .../shapefiles/seismic_zones.dbf | Bin 0 -> 3042 bytes .../shapefiles/seismic_zones.prj | 1 + .../shapefiles/seismic_zones.qmd | 27 + .../shapefiles/seismic_zones.shp | Bin 0 -> 26004 bytes .../shapefiles/seismic_zones.shx | Bin 0 -> 228 bytes .../shapefiles/wind_zones.cpg | 1 + .../shapefiles/wind_zones.dbf | Bin 0 -> 2353 bytes .../shapefiles/wind_zones.prj | 1 + .../shapefiles/wind_zones.qmd | 27 + .../shapefiles/wind_zones.shp | Bin 0 -> 52220 bytes .../shapefiles/wind_zones.shx | Bin 0 -> 204 bytes .../core/data/project_location/wind.png | Bin 0 -> 682090 bytes .../core/data/project_location/zone_lookup.py | 204 +++ .../desktop/ui/dialogs/project_location.py | 1213 ++++++++++++++--- .../desktop/ui/docks/input_dock.py | 18 +- .../desktop/ui/widgets/native_map.py | 362 +++++ 23 files changed, 3315 insertions(+), 240 deletions(-) create mode 100644 src/osdagbridge/core/bridge_types/plate_girder/ui_fields_project_location.py create mode 100644 src/osdagbridge/core/data/project_location/database.py create mode 100644 src/osdagbridge/core/data/project_location/schema.sql create mode 100644 src/osdagbridge/core/data/project_location/seismic.png create mode 100644 src/osdagbridge/core/data/project_location/shapefiles/seismic_zones.cpg create mode 100644 src/osdagbridge/core/data/project_location/shapefiles/seismic_zones.dbf create mode 100644 src/osdagbridge/core/data/project_location/shapefiles/seismic_zones.prj create mode 100644 src/osdagbridge/core/data/project_location/shapefiles/seismic_zones.qmd create mode 100644 src/osdagbridge/core/data/project_location/shapefiles/seismic_zones.shp create mode 100644 src/osdagbridge/core/data/project_location/shapefiles/seismic_zones.shx create mode 100644 src/osdagbridge/core/data/project_location/shapefiles/wind_zones.cpg create mode 100644 src/osdagbridge/core/data/project_location/shapefiles/wind_zones.dbf create mode 100644 src/osdagbridge/core/data/project_location/shapefiles/wind_zones.prj create mode 100644 src/osdagbridge/core/data/project_location/shapefiles/wind_zones.qmd create mode 100644 src/osdagbridge/core/data/project_location/shapefiles/wind_zones.shp create mode 100644 src/osdagbridge/core/data/project_location/shapefiles/wind_zones.shx create mode 100644 src/osdagbridge/core/data/project_location/wind.png create mode 100644 src/osdagbridge/core/data/project_location/zone_lookup.py create mode 100644 src/osdagbridge/desktop/ui/widgets/native_map.py diff --git a/.gitignore b/.gitignore index a36298f53..bdbaf4cb5 100644 --- a/.gitignore +++ b/.gitignore @@ -206,3 +206,12 @@ cython_debug/ marimo/_static/ marimo/_lsp/ __marimo__/ + +# Map Tile Cache +src/osdag_map_cache/ +/osdag_map_cache/ + +# Database files +*.db +*.sqlite +*.sqlite3 \ No newline at end of file diff --git a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py index a6f0bb9c6..9dad090bf 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py @@ -7,6 +7,28 @@ def __init__(self): self.module = KEY_DISP_FINPLATE self.design_status = False self.design_button_status = False + # Session-level UI input state (in-memory only) + self._input_state: dict[str, object] = {} + self._output_state: dict[str, object] = {} + + def set_input_value(self, key: str, value: object) -> None: + """Store a single UI input value in memory.""" + self._input_state[key] = value + + def get_input_value(self, key: str, default: object = None) -> object: + """Retrieve a single UI input value from memory.""" + return self._input_state.get(key, default) + + def set_input_values(self, values: dict[str, object] | None) -> None: + """Bulk update input state.""" + if values: + self._input_state.update(values) + + def get_input_values_dict(self, include_empty: bool = True) -> dict[str, object]: + """Export all current input state.""" + if include_empty: + return dict(self._input_state) + return {k: v for k, v in self._input_state.items() if v not in (None, "", [])} def input_values(self): """Return list of input fields for the UI""" diff --git a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields_project_location.py b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields_project_location.py new file mode 100644 index 000000000..91747ab83 --- /dev/null +++ b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields_project_location.py @@ -0,0 +1,86 @@ +"""Dynamic project location helpers backed by the weather database. + +This keeps all project-location related data (states, stations, IRC values) +centralized so both the basic inputs combobox and the Project Location +popup can consume the same source of truth. +""" + +from __future__ import annotations + +import os +from typing import Dict, List, Optional + +from osdagbridge.core.data.project_location.database import Database + +# Compute absolute path to weather.db sitting under core/data/project_location +DB_PATH = os.path.abspath( + os.path.join(os.path.dirname(__file__), "..", "..", "data", "project_location", "weather.db") +) + + +def _with_db(func): + """Open/close a Database handle around simple reads.""" + def wrapper(*args, **kwargs): + db = Database(DB_PATH) + db.connect() + try: + return func(db, *args, **kwargs) + finally: + db.close() + return wrapper + + +@_with_db +def get_state_list(db: Database, include_placeholder: bool = True) -> List[str]: + states = db.get_states_with_temperature() or [] + if include_placeholder: + return ["Select State", *states] + return states + + +@_with_db +def get_station_list(db: Database, state: str, include_placeholder: bool = True) -> List[str]: + # Only include stations that have temperature data + stations = db.get_stations_by_state_with_temperature(state) if state else [] + stations = stations or [] + if include_placeholder: + return ["Select District", *stations] if stations else ["Select District"] + return stations + + +@_with_db +def get_flat_location_options(db: Database, include_placeholder: bool = True) -> List[str]: + options: List[str] = [] + for state in db.get_states_with_temperature() or []: + for station in db.get_stations_by_state(state) or []: + options.append(f"{station}, {state}") + if include_placeholder: + return ["Select Location", *options] if options else ["Select Location"] + return options + + +@_with_db +def get_weather(db: Database, state: str, station: str) -> Dict[str, Optional[float]]: + data = db.get_weather_data_by_state_station(state, station) + if not data: + return { + "wind_speed": None, + "zone": None, + "z_value": None, + "max_temp": None, + "min_temp": None, + } + return { + "wind_speed": data.get("wind_speed"), + "zone": data.get("zone"), + "z_value": data.get("z_value"), + "max_temp": data.get("max_temp"), + "min_temp": data.get("min_temp"), + "latitude": data.get("latitude"), + "longitude": data.get("longitude"), + } + + +def get_default_location() -> Dict[str, str]: + """Default to placeholders so the user explicitly selects a location.""" + return {"state": "", "station": ""} diff --git a/src/osdagbridge/core/data/project_location/database.py b/src/osdagbridge/core/data/project_location/database.py new file mode 100644 index 000000000..7c158d9fc --- /dev/null +++ b/src/osdagbridge/core/data/project_location/database.py @@ -0,0 +1,398 @@ +import sqlite3 +import os +from typing import List, Dict, Tuple, Optional + + +class Database: + """ + Weather DB with (state, station) as the canonical key. + stations = parent; temperature/zone/windspeed = children. + """ + + def __init__(self, db_name: str = 'weather.db'): + self.db_name = db_name + self.connection: Optional[sqlite3.Connection] = None + self.cursor: Optional[sqlite3.Cursor] = None + + # -------------------- connection -------------------- + + def connect(self): + """Establish connection to the database.""" + self.connection = sqlite3.connect(self.db_name) + self.connection.execute("PRAGMA foreign_keys = ON") + self.cursor = self.connection.cursor() + + def close(self): + """Close the database connection.""" + if self.connection: + self.connection.close() + self.connection = None + self.cursor = None + + # -------------------- schema -------------------- + + def run_schema(self, schema_file: str = 'schema.sql'): + """ + Execute the SQL schema file to create (and optionally seed) the database. + Uses executescript to safely run multi-statement SQL. + """ + if not os.path.exists(schema_file): + raise FileNotFoundError(f"Schema file '{schema_file}' not found") + + self.connect() + + with open(schema_file, 'r', encoding='utf-8') as f: + schema_sql = f.read() + + self.connection.executescript(schema_sql) + + # If someone ran with an older schema (no stations), fix it up: + self._bootstrap_stations_if_missing() + + print(f"Database '{self.db_name}' created and populated successfully!") + + def _table_exists(self, name: str) -> bool: + self.cursor.execute( + "SELECT 1 FROM sqlite_master WHERE type='table' AND name=?", + (name,) + ) + return self.cursor.fetchone() is not None + + def _bootstrap_stations_if_missing(self): + """ + If the DB lacks a 'stations' table (legacy 3-table layout), + create it and backfill from existing child tables. + """ + if self._table_exists("stations"): + return + + # create parent table + self.cursor.execute(""" + CREATE TABLE stations ( + state TEXT NOT NULL, + station TEXT NOT NULL, + PRIMARY KEY (state, station) + ) + """) + + # backfill union of keys from children (if they exist) + unions = [] + for tbl in ("temperature_data", "zone_data", "windspeed_data"): + if self._table_exists(tbl): + unions.append(f"SELECT state, station FROM {tbl}") + + if unions: + union_sql = " UNION ".join(unions) + self.cursor.execute(f"INSERT OR IGNORE INTO stations(state, station) {union_sql}") + + # helpful indexes + self.cursor.execute("CREATE INDEX IF NOT EXISTS idx_stations_state ON stations(state)") + self.cursor.execute("CREATE INDEX IF NOT EXISTS idx_stations_station ON stations(station)") + + self.connection.commit() + + # -------------------- dropdowns (use parent) -------------------- + + def get_states_with_temperature(self) -> List[str]: + """List all unique states from the canonical stations table where atleast one station has temperature data.""" + self.cursor.execute(""" + SELECT DISTINCT s.state + FROM stations s + INNER JOIN temperature_data t ON s.state = t.state AND s.station = t.station + WHERE t.max_temp IS NOT NULL AND t.min_temp IS NOT NULL + ORDER BY s.state + """) + return [row[0] for row in self.cursor.fetchall()] + + def get_stations_by_state(self, state: str) -> List[str]: + """List all stations for a given state from the canonical stations table.""" + self.cursor.execute( + "SELECT station FROM stations WHERE state = ? ORDER BY station", + (state,), + ) + return [row[0] for row in self.cursor.fetchall()] + + def get_stations_by_state_with_temperature(self, state: str) -> List[str]: + """List stations for a given state that have valid temperature data (non-NULL).""" + self.cursor.execute( + """ + SELECT s.station + FROM stations s + INNER JOIN temperature_data t ON s.state = t.state AND s.station = t.station + WHERE s.state = ? + AND t.max_temp IS NOT NULL + AND t.min_temp IS NOT NULL + ORDER BY s.station + """, + (state,), + ) + return [row[0] for row in self.cursor.fetchall()] + + # -------------------- details (LEFT JOIN children) -------------------- + + def get_weather_data_by_state_station(self, state: str, station: str) -> Optional[Dict]: + """ + Get complete weather data for a specific state and station. + Includes temperature, zone, and windspeed (NULL if not available). + """ + self.cursor.execute( + """ + SELECT s.state, s.station, + t.max_temp, t.min_temp, + z.zone, z.z_value, + w.wind_speed, + s.latitude, s.longitude + FROM stations s + LEFT JOIN temperature_data t ON s.state = t.state AND s.station = t.station + LEFT JOIN zone_data z ON s.state = z.state AND s.station = z.station + LEFT JOIN windspeed_data w ON s.state = w.state AND s.station = w.station + WHERE s.state = ? AND s.station = ? + """, + (state, station), + ) + data = self.cursor.fetchone() + + if not data: + return None + + return { + 'state': data[0], + 'station': data[1], + 'max_temp': data[2], + 'min_temp': data[3], + 'zone': data[4], + 'z_value': data[5], + 'wind_speed': data[6], + 'latitude': data[7], + 'longitude': data[8], + } + + def get_temperature_by_state_station(self, state: str, station: str) -> Optional[Tuple[float, float]]: + """Get temperature data (max, min) for a specific station.""" + self.cursor.execute( + """ + SELECT t.max_temp, t.min_temp + FROM temperature_data t + WHERE t.state = ? AND t.station = ? + """, + (state, station), + ) + result = self.cursor.fetchone() + return result if result else None + + def get_zone_by_station(self, state: str, station: str) -> Optional[Tuple[str, float]]: + """Get zone info for a specific station.""" + self.cursor.execute( + """ + SELECT z.zone, z.z_value + FROM zone_data z + WHERE z.state = ? AND z.station = ? + """, + (state, station), + ) + result = self.cursor.fetchone() + return result if result else None + + def get_windspeed_by_station(self, state: str, station: str) -> Optional[int]: + """Get wind speed for a specific station.""" + self.cursor.execute( + """ + SELECT w.wind_speed + FROM windspeed_data w + WHERE w.state = ? AND w.station = ? + """, + (state, station), + ) + result = self.cursor.fetchone() + return result[0] if result else None + + def get_nearest_station_temperature(self, lat: float, lon: float) -> Optional[Dict]: + """ + Find the nearest station with temperature data based on coordinates. + + Uses simplified Euclidean distance (sufficient for nearby points within India). + Returns station info and temperature data for the nearest match. + + Returns: + Dict with keys: state, station, max_temp, min_temp, distance_deg + or None if no station with coordinates and temperature data exists. + """ + # Query stations with coordinates and temperature data, calculate distance + # Using Euclidean approximation: sqrt((lat2-lat1)^2 + (lon2-lon1)^2) + self.cursor.execute( + """ + SELECT s.state, s.station, s.latitude, s.longitude, + t.max_temp, t.min_temp, + ((s.latitude - ?) * (s.latitude - ?) + (s.longitude - ?) * (s.longitude - ?)) as dist_sq + FROM stations s + INNER JOIN temperature_data t ON s.state = t.state AND s.station = t.station + WHERE s.latitude IS NOT NULL + AND s.longitude IS NOT NULL + AND t.max_temp IS NOT NULL + AND t.min_temp IS NOT NULL + ORDER BY dist_sq ASC + LIMIT 1 + """, + (lat, lat, lon, lon), + ) + result = self.cursor.fetchone() + + if not result: + return None + + import math + distance_deg = math.sqrt(result[6]) if result[6] else 0 + + return { + 'state': result[0], + 'station': result[1], + 'latitude': result[2], + 'longitude': result[3], + 'max_temp': result[4], + 'min_temp': result[5], + 'distance_deg': round(distance_deg, 4), + } + + def search_stations(self, search_term: str) -> List[Dict]: + """ + Fuzzy search over canonical stations; great for autocomplete. + """ + like = f'%{search_term}%' + self.cursor.execute( + """ + SELECT state, station FROM stations + WHERE station LIKE ? OR state LIKE ? + ORDER BY state, station + """, + (like, like), + ) + return [{'state': row[0], 'station': row[1]} for row in self.cursor.fetchall()] + + def get_stations_with_zone_data(self) -> List[Dict]: + """All stations that have zone data.""" + self.cursor.execute( + """ + SELECT z.state, z.station, z.zone, z.z_value + FROM zone_data z + ORDER BY z.state, z.station + """ + ) + return [{'state': r[0], 'station': r[1], 'zone': r[2], 'z_value': r[3]} for r in self.cursor.fetchall()] + + def get_stations_with_windspeed_data(self) -> List[Dict]: + """All stations that have windspeed data.""" + self.cursor.execute( + """ + SELECT w.state, w.station, w.wind_speed + FROM windspeed_data w + ORDER BY w.state, w.station + """ + ) + return [{'state': r[0], 'station': r[1], 'wind_speed': r[2]} for r in self.cursor.fetchall()] + + # -------------------- stats (count from parent) -------------------- + + def get_statistics(self) -> Dict: + """ + Database statistics including record counts and data ranges. + """ + stats: Dict[str, Optional[float]] = {} + + # Unique station count (ground truth) + self.cursor.execute("SELECT COUNT(*) FROM stations") + stats['total_stations'] = self.cursor.fetchone()[0] + + # Child row counts + self.cursor.execute("SELECT COUNT(*) FROM temperature_data") + stats['records_with_temperature'] = self.cursor.fetchone()[0] + + self.cursor.execute("SELECT COUNT(*) FROM zone_data") + stats['records_with_zone'] = self.cursor.fetchone()[0] + + self.cursor.execute("SELECT COUNT(*) FROM windspeed_data") + stats['records_with_windspeed'] = self.cursor.fetchone()[0] + + # Stations that lack BOTH zone and wind entries + self.cursor.execute(""" + SELECT COUNT(*) FROM stations s + LEFT JOIN zone_data z ON s.state = z.state AND s.station = z.station + LEFT JOIN windspeed_data w ON s.state = w.state AND s.station = w.station + WHERE z.state IS NULL AND w.state IS NULL + """) + stats['stations_without_zone_and_wind'] = self.cursor.fetchone()[0] + + # Temperature statistics (only where both present) + self.cursor.execute(""" + SELECT MAX(max_temp), MIN(min_temp), AVG(max_temp), AVG(min_temp) + FROM temperature_data + WHERE max_temp IS NOT NULL AND min_temp IS NOT NULL + """) + t = self.cursor.fetchone() + stats['highest_max_temp'] = t[0] + stats['lowest_min_temp'] = t[1] + stats['avg_max_temp'] = round(t[2], 2) if t[2] is not None else None + stats['avg_min_temp'] = round(t[3], 2) if t[3] is not None else None + + # Wind stats + self.cursor.execute("SELECT MAX(wind_speed), MIN(wind_speed), AVG(wind_speed) FROM windspeed_data") + w = self.cursor.fetchone() + stats['max_wind_speed'] = w[0] + stats['min_wind_speed'] = w[1] + stats['avg_wind_speed'] = round(w[2], 2) if w[2] is not None else None + + return stats + + +# -------------------- quick manual test -------------------- + +if __name__ == '__main__': + db = Database('weather.db') + + print("Creating and populating database...") + db.run_schema('schema.sql') + + print("\n" + "="*50) + print("TESTING DATABASE QUERIES") + print("="*50) + + print("\n1. Getting all states...") + states = db.get_states_with_temperature() + print(f"Total states: {len(states)}") + print(f"First 5 states: {states[:5]}") + + print("\n2. Getting stations for 'Andhra Pradesh'...") + stations = db.get_stations_by_state('Andhra Pradesh') + print(f"Total stations: {len(stations)}") + print(f"First 5 stations: {stations[:5]}") + + print("\n3. Getting complete weather data for 'Andhra Pradesh' - 'Anantapur'...") + data = db.get_weather_data_by_state_station('Andhra Pradesh', 'Anantapur') + if data: + print(f"State: {data['state']}") + print(f"Station: {data['station']}") + print(f"Max Temperature: {data['max_temp']}°C") + print(f"Min Temperature: {data['min_temp']}°C") + print(f"Zone: {data['zone'] if data['zone'] else 'NULL'}") + print(f"Z Value: {data['z_value'] if data['z_value'] else 'NULL'}") + print(f"Wind Speed: {data['wind_speed'] if data['wind_speed'] else 'NULL'} m/s") + + print("\n4. Searching for stations with 'Mumbai'...") + results = db.search_stations('Mumbai') + for result in results[:10]: + print(f" - {result['state']}: {result['station']}") + + print("\n5. Database Statistics:") + stats = db.get_statistics() + for key, value in stats.items(): + print(f" {key}: {value}") + + print("\n6. Stations with Zone Data (first 5):") + zone_stations = db.get_stations_with_zone_data() + for station in zone_stations[:5]: + print(f" - {station['state']}: {station['station']} (Zone {station['zone']})") + + db.close() + + print("\n" + "="*50) + print("Database testing completed successfully!") + print("="*50) diff --git a/src/osdagbridge/core/data/project_location/schema.sql b/src/osdagbridge/core/data/project_location/schema.sql new file mode 100644 index 000000000..89b43ff38 --- /dev/null +++ b/src/osdagbridge/core/data/project_location/schema.sql @@ -0,0 +1,1185 @@ +-- Weather Database Schema (4 Tables: Parent + 3 Children) +-- Drop tables if they exist (drop children first, then parent) +DROP TABLE IF EXISTS windspeed_data; +DROP TABLE IF EXISTS zone_data; +DROP TABLE IF EXISTS temperature_data; +DROP TABLE IF EXISTS stations; + +-- Table 1: Stations iwth lat/long (Parent/Canonical Table) +-- This is the source of truth for all state-station combinations +CREATE TABLE stations ( + id INTEGER PRIMARY KEY AUTOINCREMENT, + state VARCHAR(100) NOT NULL, + station VARCHAR(100) NOT NULL, + latitude DECIMAL(9, 6), + longitude DECIMAL(9, 6), + UNIQUE (state, station) +); + +-- Table 2: Temperature Data (Child Table) +CREATE TABLE temperature_data ( + state VARCHAR(100) NOT NULL, + station VARCHAR(100) NOT NULL, + max_temp DECIMAL(5, 2), + min_temp DECIMAL(5, 2), + PRIMARY KEY (state, station) +); + +-- Table 3: Zone Data (Child Table) +CREATE TABLE zone_data ( + state VARCHAR(100) NOT NULL, + station VARCHAR(100) NOT NULL, + zone VARCHAR(10) NOT NULL, + z_value DECIMAL(4, 2) NOT NULL, + PRIMARY KEY (state, station) +); + +-- Table 4: Windspeed Data (Child Table) +CREATE TABLE windspeed_data ( + state VARCHAR(100) NOT NULL, + station VARCHAR(100) NOT NULL, + wind_speed INTEGER NOT NULL, + PRIMARY KEY (state, station) +); + +-- Create indexes for better query performance +CREATE INDEX idx_stations_state ON stations(state); +CREATE INDEX idx_stations_station ON stations(station); +CREATE INDEX idx_station_id ON stations(id); +CREATE INDEX idx_stations_coords ON stations(latitude, longitude); + +-- Insert Stations (Parent Table - all unique state-station combinations) +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Andaman and Nicobar Island', 'Car-Nicobar', 9.1527, 92.8197); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Andaman and Nicobar Island', 'Hut Bay', 10.6, 92.55); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Andaman and Nicobar Island', 'Kondul', 7.2333, 93.7667); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Andaman and Nicobar Island', 'Long Island', 12.4, 92.9667); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Andaman and Nicobar Island', 'Mayabandar', 12.9167, 92.9); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Andaman and Nicobar Island', 'Nancowry', 7.9833, 93.5333); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Andaman and Nicobar Island', 'Port Blair', 11.6234, 92.7265); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Andhra Pradesh', 'Anantapur', 14.6819, 77.6006); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Andhra Pradesh', 'Arogyavaram', 13.6154, 79.4236); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Andhra Pradesh', 'Bapatla', 15.9047, 80.4672); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Andhra Pradesh', 'Cuddapah', 14.4673, 78.8242); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Andhra Pradesh', 'Dolphine Nose/CDR Visakhapatnam', 17.7041, 83.3007); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Andhra Pradesh', 'Gannavaram (A)', 16.5304, 80.7978); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Andhra Pradesh', 'Kakinada', 16.9891, 82.2475); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Andhra Pradesh', 'Kalingapatanam', 18.33, 84.13); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Andhra Pradesh', 'Kavali', 14.9167, 79.9833); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Andhra Pradesh', 'Kurnool', 15.8281, 78.0373); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Andhra Pradesh', 'Masulipatnam', 16.1859, 81.1514); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Andhra Pradesh', 'Nagarjunasagar', 16.5728, 79.3144); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Andhra Pradesh', 'Nandigama', 16.7719, 80.2858); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Andhra Pradesh', 'Nandyal', 15.4786, 78.4836); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Andhra Pradesh', 'Narsapur', 16.4342, 81.6967); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Andhra Pradesh', 'Nellore', 14.4426, 79.9865); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Andhra Pradesh', 'Nidadavolu', 16.9063, 81.6718); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Andhra Pradesh', 'Ongole', 15.5057, 80.0499); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Andhra Pradesh', 'Rentachintala', 16.55, 79.55); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Andhra Pradesh', 'Tirmalai', 13.6833, 79.35); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Andhra Pradesh', 'Tirupathy', 13.6288, 79.4192); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Andhra Pradesh', 'Tuni', 17.3578, 82.5464); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Andhra Pradesh', 'Vijayawada', 16.5062, 80.648); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Andhra Pradesh', 'Vishakhapatnam', 17.6868, 83.2185); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Andhra Pradesh', 'Vishakhapatnam (RS/RW)', 17.6868, 83.2185); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Arunachal Pradesh', 'Pasighat', 28.0667, 95.3333); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Assam', 'Dhubri (Rupsi) (A)', 26.02, 89.98); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Assam', 'Dibrugarh (Mohanbari) (A)', 27.4839, 95.0169); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Assam', 'Guwahati (Bhorjar) (A)', 26.1061, 91.5859); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Assam', 'Jorhat', 26.7509, 94.2037); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Assam', 'North Lakhimpur', 27.2361, 94.1069); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Assam', 'Rangia', 26.45, 91.6167); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Assam', 'Sadiya', 27.8333, 95.6667); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Assam', 'Silchar', 24.8333, 92.7789); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Assam', 'Tezpur', 26.6338, 92.8); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Bihar', 'Bailaldila', 18.67, 81.25); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Bihar', 'Barauni', 25.4647, 86.0111); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Bihar', 'Bhagalpur', 25.2425, 86.9842); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Bihar', 'Chaibasa', 22.55, 85.8); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Bihar', 'Chapra', 25.7839, 84.7411); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Bihar', 'Chattisgarh Ambikapur', 23.1186, 83.194); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Bihar', 'Daltonganj', 24.0326, 84.0711); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Bihar', 'Darbhanga', 26.1542, 85.8918); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Bihar', 'Dehri', 24.91, 84.18); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Bihar', 'Dumka', 24.2677, 87.2508); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Bihar', 'Gaya', 24.7914, 85.0002); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Bihar', 'Hazaribagh', 23.9925, 85.3637); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Bihar', 'Jagdalpur', 19.0833, 82.0333); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Bihar', 'Jamshedpur', 22.8046, 86.2029); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Bihar', 'Jamshedpur (A)', 22.8046, 86.2029); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Bihar', 'Motihari', 26.65, 84.9167); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Bihar', 'Mungher', 25.3708, 86.4633); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Bihar', 'Muzaffarpur', 26.1225, 85.3906); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Bihar', 'Patna (A)', 25.5941, 85.0919); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Bihar', 'Pbo Raipur', 21.2514, 81.6296); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Bihar', 'Purnea', 25.7771, 87.4753); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Bihar', 'Raipur', 21.2514, 81.6296); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Bihar', 'Raipur (Mana)', 21.2514, 81.6296); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Bihar', 'Ranchi(A)', 23.3441, 85.3096); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Bihar', 'Sabaur', 25.2333, 87.05); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Chhattisgarh', 'Bhilai', 21.2167, 81.4333); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Daman & Diu', 'Diu', 20.7144, 70.9874); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Goa', 'Dabolim (N.A.S.)', 15.3808, 73.8314); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Goa', 'Marmugao', 15.4089, 73.8006); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Goa', 'Panjim', 15.4909, 73.8278); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Gujarat', 'Ahmedabad', 23.0225, 72.5714); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Gujarat', 'Amreli', 21.603, 71.2163); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Gujarat', 'Balsar (Valsad)', 20.61, 72.926); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Gujarat', 'Baroda', 22.3072, 73.1812); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Gujarat', 'Baroda (A)', 22.3072, 73.1812); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Gujarat', 'Bhavnagar (A)', 21.7645, 72.1519); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Gujarat', 'Bhuj (Rudramata) (A)', 23.2419, 69.6669); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Gujarat', 'Deesa', 24.2575, 72.1908); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Gujarat', 'Dohad', 22.8333, 74.25); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Gujarat', 'Dwarka', 22.2442, 68.9685); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Gujarat', 'Idar', 23.83, 73.0); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Gujarat', 'Kakrapara', 21.2333, 73.35); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Gujarat', 'Keshod (A)', 21.3167, 70.25); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Gujarat', 'Naliya', 23.25, 68.85); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Gujarat', 'New Kandla', 23.0333, 70.2167); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Gujarat', 'Okha', 22.4672, 69.07); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Gujarat', 'Porbandar (A)', 21.6417, 69.6293); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Gujarat', 'Rajkot (A)', 22.3039, 70.8022); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Gujarat', 'Surat', 21.1702, 72.8311); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Gujarat', 'Vadodara', 22.3072, 73.1812); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Gujarat', 'Vallabh Vidyanagar', 22.5333, 72.9167); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Gujarat', 'Veraval', 20.9158, 70.3629); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Haryana', 'Ambala', 30.3782, 76.7767); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Haryana', 'Bhiwani', 28.7872, 76.1322); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Haryana', 'Gurgaon', 28.4595, 77.0266); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Haryana', 'Hissar', 29.1492, 75.7217); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Haryana', 'Karnal', 29.6857, 76.9905); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Haryana', 'Narnaul', 28.05, 76.1167); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Haryana', 'Rohtak', 28.8955, 76.6066); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Himachal Pradesh', 'Bhuntar (A)', 31.8776, 77.1544); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Himachal Pradesh', 'Dharamshala', 32.219, 76.3234); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Himachal Pradesh', 'Kalpa (GL)', 31.5333, 78.25); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Himachal Pradesh', 'Manali', 32.2396, 77.1887); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Himachal Pradesh', 'Mandi', 31.7167, 76.9167); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Himachal Pradesh', 'Nahan', 30.56, 77.295); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Himachal Pradesh', 'Nauni / Solan', 30.85, 77.1667); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Himachal Pradesh', 'Shimla', 31.1048, 77.1734); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Himachal Pradesh', 'Sundernagar', 31.5333, 76.9); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Himachal Pradesh', 'Una', 31.4685, 76.2708); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Jammu and Kashmir', 'Badarwah', 32.97, 75.73); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Jammu and Kashmir', 'Banihal', 33.4333, 75.1833); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Jammu and Kashmir', 'Batote', 33.1167, 75.3167); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Jammu and Kashmir', 'Gulmarg', 34.05, 74.38); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Jammu and Kashmir', 'Jammu', 32.7266, 74.857); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Jammu and Kashmir', 'Kathua', 32.3861, 75.5194); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Jammu and Kashmir', 'Katra', 32.9917, 74.9319); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Jammu and Kashmir', 'Kukernag', 33.5667, 75.3); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Jammu and Kashmir', 'Kupwara', 34.5167, 74.25); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Jammu and Kashmir', 'Pehalgam', 34.0167, 75.3167); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Jammu and Kashmir', 'Quazigund', 33.6333, 75.1667); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Jammu and Kashmir', 'Srinagar', 34.0837, 74.7973); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Jharkhand', 'Bokaro', 23.6693, 86.1511); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Karnataka', 'Bagalkote', 16.1716, 75.6602); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Karnataka', 'Balehonnur', 13.3167, 75.4167); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Karnataka', 'Bangalore (A)', 12.9499, 77.6853); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Karnataka', 'Bangaluru [Bangalore]', 12.9716, 77.5946); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Karnataka', 'Belgaum', 15.8497, 74.4977); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Karnataka', 'Belgaum (Sambre) (A)', 15.8497, 74.4977); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Karnataka', 'Bellary', 15.1394, 76.9214); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Karnataka', 'Bengaluru', 12.9716, 77.5946); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Karnataka', 'Bidar', 17.9133, 77.53); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Karnataka', 'Bijapur', 16.8302, 75.71); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Karnataka', 'Chickmagalur', 13.3161, 75.772); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Karnataka', 'Chitradurga', 14.2226, 76.3987); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Karnataka', 'Dharwad', 15.4589, 75.0078); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Karnataka', 'Gadag', 15.4296, 75.6294); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Karnataka', 'Gulbarga', 17.3297, 76.8343); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Karnataka', 'Hassan', 13.0, 76.1); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Karnataka', 'Honavar', 14.2833, 74.45); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Karnataka', 'Karwar', 14.8137, 74.1294); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Karnataka', 'Kolar Gold Field', 12.9537, 78.2693); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Karnataka', 'Mandya', 12.5218, 76.8951); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Karnataka', 'Mangalore (Bajpe) (A)', 12.9141, 74.883); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Karnataka', 'Mangalore (Panambur)', 12.9262, 74.839); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Karnataka', 'Mercara', 12.421, 75.7382); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Karnataka', 'Mysuru', 12.2958, 76.6394); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Karnataka', 'Raichur', 16.212, 77.3439); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Karnataka', 'Shimoga', 13.9299, 75.5681); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Karnataka', 'Shirali', 14.0167, 74.5333); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Karnataka', 'Tumkur', 13.3379, 77.1173); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Kerala', 'Alleppy (Alappuzha)', 9.4981, 76.3388); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Kerala', 'Calicut (Kozhikode)', 11.2588, 75.7804); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Kerala', 'Calikote/Kozhicode', 11.2588, 75.7804); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Kerala', 'Cannanore (Kannur)', 11.8745, 75.3704); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Kerala', 'Cochin (N.A.S.)/ Kochi', 9.9312, 76.2673); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Kerala', 'Karipur (Airport)', 11.1367, 75.9509); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Kerala', 'Kochi', 9.9312, 76.2673); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Kerala', 'Kottayam', 9.5916, 76.5222); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Kerala', 'Palakkad (Palghat)', 10.7867, 76.6548); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Kerala', 'Punalur', 9.0167, 76.9167); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Kerala', 'Thiruvananthapuram', 8.5241, 76.9366); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Kerala', 'Thiruvananthapuram (Trivandrum)', 8.5241, 76.9366); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Lakshadweep Island', 'Amini Divi', 10.1167, 72.7333); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Lakshadweep Island', 'Islands Agatti(A)', 10.8236, 72.1761); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Lakshadweep Island', 'Minicoy', 8.2833, 73.05); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Madhya Pradesh', 'Alirajpur (Jhabua)', 22.3, 74.35); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Madhya Pradesh', 'Bagratawa', 23.8333, 77.6333); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Madhya Pradesh', 'Betul', 21.911, 77.9); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Madhya Pradesh', 'Bhopal (Bairagarh)', 23.2599, 77.4126); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Madhya Pradesh', 'Chhindwara', 22.0574, 78.9382); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Madhya Pradesh', 'Damoh', 23.8333, 79.45); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Madhya Pradesh', 'Datia', 25.6667, 78.45); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Madhya Pradesh', 'Dhar', 22.5969, 75.3042); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Madhya Pradesh', 'Ginabahar', 22.4, 78.1333); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Madhya Pradesh', 'Guna', 24.65, 77.3167); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Madhya Pradesh', 'Gwalior', 26.2183, 78.1828); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Madhya Pradesh', 'Hoshangabad', 22.75, 77.7167); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Madhya Pradesh', 'Indore', 22.7196, 75.8577); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Madhya Pradesh', 'Jabalpur', 23.1815, 79.9864); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Madhya Pradesh', 'Jashpurnagar', 22.882, 84.1293); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Madhya Pradesh', 'Kannod', 23.5, 76.75); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Madhya Pradesh', 'Khajuraho', 24.8318, 79.9199); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Madhya Pradesh', 'Khandwa', 21.8333, 76.35); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Madhya Pradesh', 'Khargone', 21.8167, 75.6); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Madhya Pradesh', 'Malanjkhand', 21.9833, 80.7333); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Madhya Pradesh', 'Mandla', 22.5997, 80.3818); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Madhya Pradesh', 'Narsinghpur', 22.95, 79.1833); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Madhya Pradesh', 'Nimach', 24.4631, 74.8669); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Madhya Pradesh', 'Nowgong', 25.05, 79.4167); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Madhya Pradesh', 'Panna', 24.7167, 80.1833); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Madhya Pradesh', 'Pendra Road', 22.7833, 81.9667); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Madhya Pradesh', 'Raisen', 23.3333, 77.7833); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Madhya Pradesh', 'Rajgarh', 24.0, 76.7167); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Madhya Pradesh', 'Rajnandgaon', 21.1, 81.0333); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Madhya Pradesh', 'Ratlam', 23.3341, 75.0367); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Madhya Pradesh', 'Rewa', 24.5333, 81.3); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Madhya Pradesh', 'Sagar', 23.8388, 78.7378); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Madhya Pradesh', 'Satna', 24.5667, 80.8167); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Madhya Pradesh', 'Seoni', 22.087, 79.5466); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Madhya Pradesh', 'Shajapur', 23.4333, 76.2667); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Madhya Pradesh', 'Sheopur', 25.6667, 76.7); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Madhya Pradesh', 'Shivpuri', 25.4236, 77.6628); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Madhya Pradesh', 'Sidhi', 24.4167, 81.8833); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Madhya Pradesh', 'Sironj', 24.1, 77.6833); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Madhya Pradesh', 'Thikri', 22.4167, 74.9833); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Madhya Pradesh', 'Tikamgarh', 24.75, 78.85); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Madhya Pradesh', 'Ujjain', 23.1765, 75.7885); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Madhya Pradesh', 'Umaria', 23.5167, 80.8333); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Madhya Pradesh', 'Vidisha', 23.53, 77.81); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Maharashtra', 'Ahmednagar', 19.0948, 74.748); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Maharashtra', 'Akola', 20.7059, 77.0048); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Maharashtra', 'Akola (A)', 20.7059, 77.0048); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Maharashtra', 'Alibagh', 18.6414, 72.8724); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Maharashtra', 'Amravati', 20.9333, 77.75); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Maharashtra', 'Aurangabad (Chikalthana) (A)', 19.8625, 75.3984); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Maharashtra', 'Baramati', 18.152, 74.58); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Maharashtra', 'Bhira', 18.41, 73.33); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Maharashtra', 'Bir (Beed)', 18.9891, 75.76); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Maharashtra', 'Brahmapuri', 20.6, 79.8667); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Maharashtra', 'Buldhana', 20.5372, 76.1833); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Maharashtra', 'Chandrapur (Chanda)', 19.95, 79.3); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Maharashtra', 'Dahanu', 19.9667, 72.7167); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Maharashtra', 'Devgad (Devgarh)', 16.3833, 73.3667); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Maharashtra', 'Gondia', 21.45, 80.2); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Maharashtra', 'Harnai', 17.8167, 73.1); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Maharashtra', 'Jalgaon', 21.0077, 75.5626); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Maharashtra', 'Jeur', 18.6667, 75.4); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Maharashtra', 'Kolhapur', 16.705, 74.2433); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Maharashtra', 'Mahabaleshwar', 17.9256, 73.656); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Maharashtra', 'Malegaon', 20.5579, 74.5089); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Maharashtra', 'Miraj (Sangali)', 16.8333, 74.6333); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Maharashtra', 'Mumbai (Colaba)', 18.9067, 72.8147); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Maharashtra', 'Mumbai(Bombay) (Santa Cruz)', 19.076, 72.8777); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Maharashtra', 'Nagpur (Mayo-Hospital)', 21.1458, 79.0882); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Maharashtra', 'Nagpur (Sonegaon)', 21.092, 79.0481); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Maharashtra', 'Nanded', 19.15, 77.3167); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Maharashtra', 'Nashik', 19.9975, 73.7898); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Maharashtra', 'Osmanabad', 18.1667, 76.05); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Maharashtra', 'Ozar(A)', 20.1167, 73.9167); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Maharashtra', 'Parbhani', 19.2667, 76.7833); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Maharashtra', 'Pune', 18.5204, 73.8567); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Maharashtra', 'Pusad', 19.9167, 77.5667); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Maharashtra', 'Ratnagiri (PBO)', 16.9902, 73.312); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Maharashtra', 'Satara', 17.6833, 73.9833); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Maharashtra', 'Sholapur', 17.6599, 75.9064); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Maharashtra', 'Sironcha', 18.85, 80.0); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Maharashtra', 'Solapur', 17.6599, 75.9064); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Maharashtra', 'Tarapur', 19.85, 72.6833); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Maharashtra', 'Thane', 19.2183, 72.9781); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Maharashtra', 'Vengurla', 15.8667, 73.6333); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Maharashtra', 'Wardha', 20.745, 78.595); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Maharashtra', 'Yeotmal', 20.3833, 78.1167); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Manipur', 'Imphal', 24.817, 93.9368); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Manipur', 'Imphal/Tulihal(A)', 24.7667, 93.8967); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Meghalaya', 'Barapani', 25.6833, 91.9); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Meghalaya', 'Cherrapunji', 25.2833, 91.7167); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Meghalaya', 'Shillong (C.S.O.)', 25.5788, 91.8933); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Mizoram', 'Aizwal', 23.7271, 92.7176); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Nagaland', 'Kohima', 25.6701, 94.1089); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('New Delhi', '(Safdarjang)', 28.5847, 77.2088); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('New Delhi', 'C.H.O.', 28.6139, 77.209); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('New Delhi', 'Delhi', 28.6139, 77.209); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('New Delhi', 'New Delhi Palam (A)', 28.5562, 77.1); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Odisha', 'Angul', 20.8364, 85.0988); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Odisha', 'Balasore', 21.4942, 86.9317); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Odisha', 'Baripada', 21.9333, 86.7333); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Odisha', 'Bhawanipatna', 19.8976, 83.167); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Odisha', 'Bhubaneshwar (A)', 20.2552, 85.8148); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Odisha', 'Bhubaneswar', 20.2961, 85.8245); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Odisha', 'Bolangir', 20.7, 83.4833); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Odisha', 'Chandbali', 20.7667, 86.75); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Odisha', 'Cuttack', 20.4625, 85.883); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Odisha', 'Gopalpur', 19.25, 84.9167); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Odisha', 'Jharsuguda', 21.8554, 84.0062); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Odisha', 'Keonjhargarh', 21.6333, 85.5833); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Odisha', 'Paradip Port', 20.3167, 86.6167); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Odisha', 'Phulbani', 20.4667, 84.2333); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Odisha', 'Puri', 19.8135, 85.8312); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Odisha', 'Rourkela', 22.2604, 84.8536); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Odisha', 'Sambalpur', 21.4669, 83.9812); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Odisha', 'Sundergarh', 22.1167, 84.0333); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Odisha', 'Titlagarh', 20.2833, 83.15); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Pondicherry', '(M.O)', 11.9416, 79.8083); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Pondicherry', 'Pondicherry', 11.9416, 79.8083); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Pondicherry', 'Puducherry', 11.9416, 79.8083); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Punjab', 'Amritsar (Rajasansi)', 31.7092, 74.7974); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Punjab', 'Bhatinda', 30.211, 74.9455); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Punjab', 'Chandigarh', 30.7333, 76.7794); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Punjab', 'Kapurthala', 31.3797, 75.3819); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Punjab', 'Ludhiana', 30.901, 75.8573); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Punjab', 'Ludhiana (P.A.U.)', 30.901, 75.8573); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Punjab', 'Patiala', 30.3398, 76.3869); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Punjab', 'Patiala (Rs/Rw)', 30.3398, 76.3869); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Rajasthan', 'Abu', 24.5925, 72.7083); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Rajasthan', 'Ajmer', 26.4499, 74.6399); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Rajasthan', 'Alwar', 27.553, 76.6346); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Rajasthan', 'Banswara', 23.55, 74.4333); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Rajasthan', 'Barmer', 25.75, 71.4167); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Rajasthan', 'Bharatpur', 27.2152, 77.503); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Rajasthan', 'Bhilwara', 25.3333, 74.6333); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Rajasthan', 'Bikaner(P.B.O)', 28.0229, 73.3119); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Rajasthan', 'Chambal/(Rawat Bhatta Dam)', 24.9167, 75.5833); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Rajasthan', 'Chittorgarh', 24.8887, 74.6269); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Rajasthan', 'Churu', 28.3078, 74.9683); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Rajasthan', 'Dholpur', 26.7, 77.9); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Rajasthan', 'Ganganagar', 29.9167, 73.8833); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Rajasthan', 'Jaipur (Sanganer)', 26.823, 75.8074); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Rajasthan', 'Jaisalmer', 26.9157, 70.9083); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Rajasthan', 'Jawai Bandh/ Erinpura', 25.0833, 73.1833); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Rajasthan', 'Jhalawar', 24.5833, 76.1667); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Rajasthan', 'Jodhpur', 26.2389, 73.0243); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Rajasthan', 'Kota (A)', 25.18, 75.8648); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Rajasthan', 'Kota (PB-Micromet)', 25.18, 75.8648); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Rajasthan', 'Phalodi', 27.1333, 72.3667); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Rajasthan', 'Pilani', 28.3667, 75.6); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Rajasthan', 'Sawai Madhopur', 26.0167, 76.35); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Rajasthan', 'Sikar', 27.6167, 75.15); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Rajasthan', 'Udaipur', 24.5854, 73.7125); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Rajasthan', 'Udaipur (Dabok) (A)', 24.6167, 73.7); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Sikkim', 'Gangtok', 27.3389, 88.6065); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Sikkim', 'Tadong', 27.2833, 88.5833); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Tamil Nadu', 'Adiramapatinam', 10.3333, 79.3833); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Tamil Nadu', 'Ariyalur', 11.1333, 79.0667); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Tamil Nadu', 'Chennai (Minambakkam) (A)', 12.9855, 80.1689); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Tamil Nadu', 'Chennai (Nungambakkam)', 13.0569, 80.2425); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Tamil Nadu', 'Coimbatore (Pilamedu)', 11.0168, 76.9558); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Tamil Nadu', 'Coonoor', 11.353, 76.7959); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Tamil Nadu', 'Cuddalore', 11.748, 79.7714); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Tamil Nadu', 'Dharampuri', 12.1333, 78.15); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Tamil Nadu', 'Dharmapuri', 12.1333, 78.15); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Tamil Nadu', 'Erode', 11.341, 77.7172); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Tamil Nadu', 'K. Paramathy', 10.95, 77.45); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Tamil Nadu', 'Kalpakkam', 12.55, 80.1667); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Tamil Nadu', 'Kanchipuram', 12.8342, 79.7036); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Tamil Nadu', 'Kanniyakumari', 8.0883, 77.5385); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Tamil Nadu', 'Karaikal', 10.9254, 79.838); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Tamil Nadu', 'Karaikudi', 10.0731, 78.7747); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Tamil Nadu', 'Kodaikanal', 10.2381, 77.4892); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Tamil Nadu', 'Koradacherry', 10.9167, 79.4667); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Tamil Nadu', 'Kudumiamalai', 10.1667, 78.0333); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Tamil Nadu', 'Madurai', 9.9252, 78.1198); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Tamil Nadu', 'Madurai (A)', 9.8333, 78.0833); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Tamil Nadu', 'Mettur Dam', 11.8, 77.8); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Tamil Nadu', 'Nagapattinam', 10.7667, 79.85); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Tamil Nadu', 'Octacamund', 11.4086, 76.6999); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Tamil Nadu', 'Palayamkottai', 8.7333, 77.7333); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Tamil Nadu', 'Pamban', 9.2786, 79.221); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Tamil Nadu', 'Port Novo', 11.5, 79.7667); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Tamil Nadu', 'Salem', 11.6643, 78.146); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Tamil Nadu', 'Thanjavur', 10.787, 79.1378); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Tamil Nadu', 'Tiruchi', 10.7905, 78.7047); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Tamil Nadu', 'Tiruchirapalli (A)', 10.7654, 78.7098); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Tamil Nadu', 'Tiruchirappalli', 10.7905, 78.7047); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Tamil Nadu', 'Tiruppattur', 12.5, 78.55); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Tamil Nadu', 'Tiruttani', 13.1833, 79.6333); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Tamil Nadu', 'Tiruvannamalai', 12.2253, 79.0747); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Tamil Nadu', 'Tondi', 9.75, 79.0167); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Tamil Nadu', 'Tuticorin', 8.7642, 78.1348); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Tamil Nadu', 'Vedaranniyam', 10.3833, 79.8667); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Tamil Nadu', 'Vellore', 12.9165, 79.1325); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Telangana', 'Bhadrachallam', 17.6683, 80.8903); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Telangana', 'Hanamkonda', 17.9854, 79.5603); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Telangana', 'Hyderabad (A)', 17.2403, 78.4294); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Telangana', 'Khammam', 17.2473, 80.1514); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Telangana', 'Mahbubnagar', 16.7333, 77.9833); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Telangana', 'Medak', 18.05, 78.2667); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Telangana', 'Nalgonda', 17.05, 79.2667); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Telangana', 'Nizamabad', 18.6725, 78.0941); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Telangana', 'Ramgundam', 18.75, 79.4667); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Tripura', 'Agartala (A)', 23.8871, 91.25); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Tripura', 'Kailashahar (A)', 24.3167, 92.0); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Uttar Pradesh', 'Agra', 27.1767, 78.0081); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Uttar Pradesh', 'Aligarh', 27.8974, 78.088); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Uttar Pradesh', 'Allahabad', 25.4358, 81.8463); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Uttar Pradesh', 'Bahraich', 27.5667, 81.5833); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Uttar Pradesh', 'Ballia', 25.7667, 84.15); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Uttar Pradesh', 'Banda', 25.4667, 80.3333); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Uttar Pradesh', 'Barabanki', 26.9333, 81.1833); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Uttar Pradesh', 'Bareilly', 28.367, 79.4304); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Uttar Pradesh', 'Bareilly P.B.O.', 28.367, 79.4304); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Uttar Pradesh', 'Bulandshahr', 28.4, 77.85); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Uttar Pradesh', 'Churk', 24.5833, 83.15); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Uttar Pradesh', 'Etawah', 26.785, 79.0158); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Uttar Pradesh', 'Faizabad', 26.7833, 82.15); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Uttar Pradesh', 'Fatehgarh', 27.3667, 79.6167); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Uttar Pradesh', 'Fatehpur', 25.9333, 80.8); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Uttar Pradesh', 'Gazipur', 25.5833, 83.5667); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Uttar Pradesh', 'Gonda', 27.1333, 81.95); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Uttar Pradesh', 'Gorakhpur (P.B.O)', 26.7606, 83.3732); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Uttar Pradesh', 'Hamirpur', 25.95, 80.15); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Uttar Pradesh', 'Hardoi', 27.4, 80.1333); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Uttar Pradesh', 'Jhansi', 25.4484, 78.5685); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Uttar Pradesh', 'Kanpur (A)', 26.4725, 80.3311); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Uttar Pradesh', 'Kheri-Lakhimpur', 27.95, 80.7833); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Uttar Pradesh', 'Lucknow (Amausi)', 26.7606, 80.8893); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Uttar Pradesh', 'Mainpuri', 27.2333, 79.0333); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Uttar Pradesh', 'Mathura', 27.49, 77.6833); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Uttar Pradesh', 'Meerut', 28.9845, 77.7064); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Uttar Pradesh', 'Moradabad', 28.8389, 78.7768); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Uttar Pradesh', 'Mukhim', 29.1667, 79.3167); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Uttar Pradesh', 'Muzaffarnagar', 29.4667, 77.7); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Uttar Pradesh', 'Najibabad', 29.6167, 78.3333); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Uttar Pradesh', 'Pilibhit', 28.64, 79.8); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Uttar Pradesh', 'Shahajahanpur', 27.8833, 79.9167); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Uttar Pradesh', 'Sultanpur (M.O.)', 26.25, 82.0833); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Uttar Pradesh', 'Varanasi', 25.3176, 82.9739); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Uttar Pradesh', 'Varanasi (Babatpur)', 25.4515, 82.8593); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Uttarakhand', 'Almora', 29.5971, 79.6591); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Uttarakhand', 'Dehra Dun', 30.3165, 78.0322); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Uttarakhand', 'Mukteswar (Kumaun)', 29.4722, 79.65); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Uttarakhand', 'Nainital', 29.3919, 79.4542); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Uttarakhand', 'Pantnagar', 29.0333, 79.5); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('Uttarakhand', 'Roorkee', 29.8543, 77.888); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('West Bengal', 'Asansol', 23.6833, 86.9667); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('West Bengal', 'Bagati', 21.65, 87.9833); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('West Bengal', 'Balurghat', 25.2333, 88.7667); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('West Bengal', 'Bankura', 23.2345, 87.0674); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('West Bengal', 'Bankura (M.O.)', 23.2345, 87.0674); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('West Bengal', 'Berhampore', 24.1, 88.25); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('West Bengal', 'Burdwan', 23.25, 87.85); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('West Bengal', 'Calcutta (Alipur)', 22.5333, 88.3333); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('West Bengal', 'Calcutta (Dum Dum) (A)', 22.65, 88.45); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('West Bengal', 'Canning', 22.3333, 88.6667); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('West Bengal', 'Contai', 21.7833, 87.75); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('West Bengal', 'Cooch Behar (A)', 26.3167, 89.4333); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('West Bengal', 'Darjeeling', 27.036, 88.2627); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('West Bengal', 'Diamond Harbour', 22.1833, 88.1833); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('West Bengal', 'Digha', 21.6167, 87.55); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('West Bengal', 'Durgapur', 23.5204, 87.3119); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('West Bengal', 'Haldia', 22.0667, 88.0667); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('West Bengal', 'Jalpaiguri', 26.5167, 88.7333); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('West Bengal', 'Kalimpong', 27.0667, 88.4667); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('West Bengal', 'Kolkata', 22.5726, 88.3639); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('West Bengal', 'Krishnanagar', 23.4, 88.5); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('West Bengal', 'Malda', 25.0167, 88.1333); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('West Bengal', 'Midnapore', 22.4167, 87.3167); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('West Bengal', 'Purulia', 23.3333, 86.3667); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('West Bengal', 'Sagar Island', 21.6333, 88.05); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('West Bengal', 'Sandheads', 20.9, 88.3); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('West Bengal', 'Shanti-Niketan', 23.6833, 87.6833); +INSERT INTO stations (state, station, latitude, longitude) VALUES ('West Bengal', 'Ulberia', 22.4667, 88.1); +-- Insert Temperature Data +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Andaman and Nicobar Island', 'Car-Nicobar', 38.1, 10.9); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Andaman and Nicobar Island', 'Hut Bay', 39.4, 0.2); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Andaman and Nicobar Island', 'Kondul', 47.2, 14.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Andaman and Nicobar Island', 'Long Island', 43.1, 14.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Andaman and Nicobar Island', 'Mayabandar', 39.0, 14.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Andaman and Nicobar Island', 'Nancowry', 39.2, 13.9); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Andaman and Nicobar Island', 'Port Blair', 36.4, 14.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Andhra Pradesh', 'Anantapur', 44.1, 9.4); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Andhra Pradesh', 'Arogyavaram', 40.6, 8.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Andhra Pradesh', 'Bapatla', 47.4, 11.1); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Andhra Pradesh', 'Cuddapah', 46.1, 10.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Andhra Pradesh', 'Dolphine Nose/CDR Visakhapatnam', 42.8, 14.1); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Andhra Pradesh', 'Gannavaram (A)', 48.8, 8.5); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Andhra Pradesh', 'Kakinada', 47.2, 12.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Andhra Pradesh', 'Kalingapatanam', 46.2, 10.3); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Andhra Pradesh', 'Kavali', 47.2, 16.4); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Andhra Pradesh', 'Kurnool', 45.6, 6.7); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Andhra Pradesh', 'Masulipatnam', 47.8, 13.2); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Andhra Pradesh', 'Nagarjunasagar', NULL, NULL); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Andhra Pradesh', 'Nandigama', 47.1, 9.3); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Andhra Pradesh', 'Nandyal', 48.2, 9.2); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Andhra Pradesh', 'Narsapur', 46.1, 14.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Andhra Pradesh', 'Nellore', 46.7, 11.1); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Andhra Pradesh', 'Nidadavolu', 48.9, 11.4); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Andhra Pradesh', 'Ongole', 47.4, 14.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Andhra Pradesh', 'Rentachintala', 49.9, 9.4); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Andhra Pradesh', 'Tirmalai', 37.6, 3.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Andhra Pradesh', 'Tirupathy', 45.2, 12.9); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Andhra Pradesh', 'Tuni', 47.5, 13.9); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Andhra Pradesh', 'Vijayawada', NULL, NULL); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Andhra Pradesh', 'Vishakhapatnam', 45.4, 10.5); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Andhra Pradesh', 'Vishakhapatnam (RS/RW)', 42.0, 15.8); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Arunachal Pradesh', 'Pasighat', 38.8, 6.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Assam', 'Dhubri (Rupsi) (A)', 41.3, 2.4); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Assam', 'Dibrugarh (Mohanbari) (A)', 39.8, 1.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Assam', 'Guwahati (Bhorjar) (A)', 40.3, 3.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Assam', 'Jorhat', NULL, NULL); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Assam', 'North Lakhimpur', 39.0, 2.7); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Assam', 'Rangia', 39.4, 6.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Assam', 'Sadiya', NULL, NULL); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Assam', 'Silchar', 39.4, 5.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Assam', 'Tezpur', 45.7, 5.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Bihar', 'Bailaldila', 39.4, 4.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Bihar', 'Barauni', NULL, NULL); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Bihar', 'Bhagalpur', 46.6, 3.8); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Bihar', 'Chaibasa', 46.7, 4.4); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Bihar', 'Chapra', 46.6, 2.4); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Bihar', 'Chattisgarh Ambikapur', 44.9, 0.9); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Bihar', 'Daltonganj', 48.8, 0.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Bihar', 'Darbhanga', 44.1, 0.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Bihar', 'Dehri', 49.5, -1.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Bihar', 'Dumka', 48.5, 1.9); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Bihar', 'Gaya', 49.0, 1.2); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Bihar', 'Hazaribagh', 46.6, 0.5); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Bihar', 'Jagdalpur', 46.1, 2.8); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Bihar', 'Jamshedpur', 47.7, 3.9); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Bihar', 'Jamshedpur (A)', 46.6, 4.4); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Bihar', 'Motihari', 44.4, 0.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Bihar', 'Mungher', NULL, NULL); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Bihar', 'Muzaffarpur', 44.5, 2.2); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Bihar', 'Patna (A)', 46.6, 1.4); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Bihar', 'Pbo Raipur', 47.0, 6.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Bihar', 'Purnea', 43.9, -0.2); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Bihar', 'Raipur', 47.9, 3.9); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Bihar', 'Raipur (Mana)', 47.9, 5.7); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Bihar', 'Ranchi(A)', 43.4, 0.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Bihar', 'Sabaur', 46.1, 0.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Chhattisgarh', 'Bhilai', NULL, NULL); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Daman & Diu', 'Diu', 44.0, 5.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Goa', 'Dabolim (N.A.S.)', 38.2, 13.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Goa', 'Marmugao', 38.4, 12.2); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Goa', 'Panjim', 39.8, 3.4); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Gujarat', 'Ahmedabad', 47.8, 2.2); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Gujarat', 'Amreli', 46.2, 1.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Gujarat', 'Balsar (Valsad)', 43.1, 5.8); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Gujarat', 'Baroda', 46.7, -1.1); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Gujarat', 'Baroda (A)', 46.2, 2.8); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Gujarat', 'Bhavnagar (A)', 47.3, 0.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Gujarat', 'Bhuj (Rudramata) (A)', 47.8, -0.2); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Gujarat', 'Deesa', 49.4, 2.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Gujarat', 'Dohad', 47.0, 0.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Gujarat', 'Dwarka', 42.7, 6.1); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Gujarat', 'Idar', 48.5, 4.8); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Gujarat', 'Kakrapara', NULL, NULL); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Gujarat', 'Keshod (A)', 45.5, 3.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Gujarat', 'Naliya', 44.6, 0.4); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Gujarat', 'New Kandla', 47.1, 4.4); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Gujarat', 'Okha', 39.5, 10.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Gujarat', 'Porbandar (A)', 45.5, 2.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Gujarat', 'Rajkot (A)', 47.9, -0.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Gujarat', 'Surat', 45.6, 4.4); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Gujarat', 'Vadodara', NULL, NULL); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Gujarat', 'Vallabh Vidyanagar', 47.5, 2.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Gujarat', 'Veraval', 44.2, 4.4); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Haryana', 'Ambala', 47.8, -1.3); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Haryana', 'Bhiwani', 46.8, 0.4); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Haryana', 'Gurgaon', 49.0, -0.4); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Haryana', 'Hissar', 48.8, -3.9); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Haryana', 'Karnal', 49.0, -0.4); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Haryana', 'Narnaul', 48.4, -0.9); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Haryana', 'Rohtak', 47.2, -0.5); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Himachal Pradesh', 'Bhuntar (A)', 40.0, -5.2); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Himachal Pradesh', 'Dharamshala', 42.7, -1.9); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Himachal Pradesh', 'Kalpa (GL)', 32.4, -15.5); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Himachal Pradesh', 'Manali', 35.0, -11.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Himachal Pradesh', 'Mandi', NULL, NULL); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Himachal Pradesh', 'Nahan', 43.0, -7.9); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Himachal Pradesh', 'Nauni / Solan', 39.0, -3.9); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Himachal Pradesh', 'Shimla', 32.4, -12.2); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Himachal Pradesh', 'Sundernagar', 42.1, -2.7); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Himachal Pradesh', 'Una', 45.2, -5.8); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Jammu and Kashmir', 'Badarwah', 39.4, -10.8); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Jammu and Kashmir', 'Banihal', 36.3, -13.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Jammu and Kashmir', 'Batote', 36.6, -7.2); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Jammu and Kashmir', 'Gulmarg', 29.4, -19.8); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Jammu and Kashmir', 'Jammu', 47.4, 0.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Jammu and Kashmir', 'Kathua', 48.0, -1.8); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Jammu and Kashmir', 'Katra', 46.2, -1.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Jammu and Kashmir', 'Kukernag', 34.9, -15.3); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Jammu and Kashmir', 'Kupwara', 37.6, -15.7); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Jammu and Kashmir', 'Pehalgam', 32.2, -18.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Jammu and Kashmir', 'Quazigund', 35.7, -16.7); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Jammu and Kashmir', 'Srinagar', NULL, NULL); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Jharkhand', 'Bokaro', NULL, NULL); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Karnataka', 'Bagalkote', 42.8, 7.8); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Karnataka', 'Balehonnur', 39.2, 6.7); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Karnataka', 'Bangalore (A)', 38.3, 8.8); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Karnataka', 'Bangaluru [Bangalore]', 38.9, 7.8); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Karnataka', 'Belgaum', 41.9, 6.7); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Karnataka', 'Belgaum (Sambre) (A)', 40.2, 6.4); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Karnataka', 'Bellary', 44.7, 7.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Karnataka', 'Bengaluru', NULL, NULL); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Karnataka', 'Bidar', 44.0, 6.2); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Karnataka', 'Bijapur', 44.9, 5.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Karnataka', 'Chickmagalur', 37.0, 10.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Karnataka', 'Chitradurga', 41.7, 8.3); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Karnataka', 'Dharwad', NULL, NULL); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Karnataka', 'Gadag', 41.7, 9.8); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Karnataka', 'Gulbarga', 46.1, 5.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Karnataka', 'Hassan', 37.8, 5.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Karnataka', 'Honavar', 38.6, 13.5); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Karnataka', 'Karwar', 39.6, 11.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Karnataka', 'Kolar Gold Field', 39.7, 9.4); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Karnataka', 'Mandya', 39.1, 8.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Karnataka', 'Mangalore (Bajpe) (A)', 39.8, 15.9); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Karnataka', 'Mangalore (Panambur)', 38.1, 15.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Karnataka', 'Mercara', 36.2, 4.8); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Karnataka', 'Mysuru', NULL, NULL); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Karnataka', 'Raichur', 45.6, 7.3); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Karnataka', 'Shimoga', 44.0, 6.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Karnataka', 'Shirali', 38.9, 14.3); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Karnataka', 'Tumkur', 39.0, 6.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Kerala', 'Alleppy (Alappuzha)', 39.9, 13.8); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Kerala', 'Calicut (Kozhikode)', NULL, NULL); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Kerala', 'Calikote/Kozhicode', 38.1, 13.8); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Kerala', 'Cannanore (Kannur)', 38.3, 16.4); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Kerala', 'Cochin (N.A.S.)/ Kochi', 36.5, 16.3); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Kerala', 'Karipur (Airport)', 38.6, 11.2); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Kerala', 'Kochi', NULL, NULL); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Kerala', 'Kottayam', 38.5, 16.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Kerala', 'Palakkad (Palghat)', 41.8, 14.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Kerala', 'Punalur', 40.6, 12.9); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Kerala', 'Thiruvananthapuram', NULL, NULL); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Kerala', 'Thiruvananthapuram (Trivandrum)', 38.3, 16.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Lakshadweep Island', 'Amini Divi', 38.3, 16.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Lakshadweep Island', 'Islands Agatti(A)', 38.0, 22.1); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Lakshadweep Island', 'Minicoy', 36.7, 16.7); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Madhya Pradesh', 'Alirajpur (Jhabua)', 46.2, 0.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Madhya Pradesh', 'Bagratawa', 47.2, 1.5); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Madhya Pradesh', 'Betul', 48.0, -0.2); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Madhya Pradesh', 'Bhopal (Bairagarh)', 46.0, 0.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Madhya Pradesh', 'Chhindwara', 47.6, 1.1); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Madhya Pradesh', 'Damoh', 49.8, 1.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Madhya Pradesh', 'Datia', 48.5, 0.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Madhya Pradesh', 'Dhar', 47.1, 3.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Madhya Pradesh', 'Ginabahar', 46.1, -6.1); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Madhya Pradesh', 'Guna', 48.0, -2.2); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Madhya Pradesh', 'Gwalior', 48.3, -1.1); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Madhya Pradesh', 'Hoshangabad', 47.1, 1.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Madhya Pradesh', 'Indore', 46.0, -2.8); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Madhya Pradesh', 'Jabalpur', 46.7, 0.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Madhya Pradesh', 'Jashpurnagar', 42.5, -1.3); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Madhya Pradesh', 'Kannod', 47.6, 1.1); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Madhya Pradesh', 'Khajuraho', 48.4, 0.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Madhya Pradesh', 'Khandwa', 47.6, 0.2); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Madhya Pradesh', 'Khargone', 47.9, 0.2); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Madhya Pradesh', 'Malanjkhand', 45.5, 0.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Madhya Pradesh', 'Mandla', 46.8, 0.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Madhya Pradesh', 'Narsinghpur', 48.6, -1.4); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Madhya Pradesh', 'Nimach', 46.7, -1.1); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Madhya Pradesh', 'Nowgong', 48.8, -1.7); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Madhya Pradesh', 'Panna', 47.0, -0.4); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Madhya Pradesh', 'Pendra Road', 46.7, 1.7); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Madhya Pradesh', 'Raisen', 47.7, 0.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Madhya Pradesh', 'Rajgarh', 48.3, 6.4); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Madhya Pradesh', 'Rajnandgaon', 46.7, 1.7); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Madhya Pradesh', 'Ratlam', 45.5, 2.5); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Madhya Pradesh', 'Rewa', 46.8, 0.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Madhya Pradesh', 'Sagar', 46.4, 1.1); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Madhya Pradesh', 'Satna', 47.8, 0.4); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Madhya Pradesh', 'Seoni', 45.2, 2.8); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Madhya Pradesh', 'Shajapur', 47.2, -0.5); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Madhya Pradesh', 'Sheopur', 48.8, -2.2); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Madhya Pradesh', 'Shivpuri', 47.2, -4.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Madhya Pradesh', 'Sidhi', 52.3, 1.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Madhya Pradesh', 'Sironj', NULL, NULL); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Madhya Pradesh', 'Thikri', 47.5, 0.5); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Madhya Pradesh', 'Tikamgarh', 47.5, -0.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Madhya Pradesh', 'Ujjain', 46.0, 0.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Madhya Pradesh', 'Umaria', 48.7, 0.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Madhya Pradesh', 'Vidisha', 49.1, 0.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Maharashtra', 'Ahmednagar', 48.2, 2.2); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Maharashtra', 'Akola', 47.8, 2.2); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Maharashtra', 'Akola (A)', 47.7, 4.4); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Maharashtra', 'Alibagh', 40.1, 9.4); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Maharashtra', 'Amravati', 48.3, 1.5); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Maharashtra', 'Aurangabad (Chikalthana) (A)', 43.6, 1.2); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Maharashtra', 'Baramati', 43.8, 5.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Maharashtra', 'Bhira', 49.0, 5.1); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Maharashtra', 'Bir (Beed)', 47.0, 4.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Maharashtra', 'Brahmapuri', 48.3, 0.8); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Maharashtra', 'Buldhana', 44.2, 4.4); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Maharashtra', 'Chandrapur (Chanda)', 49.2, 2.8); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Maharashtra', 'Dahanu', 40.6, 8.3); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Maharashtra', 'Devgad (Devgarh)', 43.1, 14.1); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Maharashtra', 'Gondia', 47.5, 0.8); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Maharashtra', 'Harnai', 39.8, 12.5); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Maharashtra', 'Jalgaon', 48.4, 1.7); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Maharashtra', 'Jeur', 46.6, 2.2); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Maharashtra', 'Kolhapur', 42.3, 8.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Maharashtra', 'Mahabaleshwar', 38.2, 3.9); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Maharashtra', 'Malegaon', 46.7, -0.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Maharashtra', 'Miraj (Sangali)', 43.0, 6.5); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Maharashtra', 'Mumbai (Colaba)', 40.6, 11.7); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Maharashtra', 'Mumbai(Bombay) (Santa Cruz)', 42.2, 7.4); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Maharashtra', 'Nagpur (Mayo-Hospital)', 47.7, 7.3); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Maharashtra', 'Nagpur (Sonegaon)', 47.8, 3.9); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Maharashtra', 'Nanded', 46.7, 3.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Maharashtra', 'Nashik', NULL, NULL); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Maharashtra', 'Osmanabad', 45.1, 8.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Maharashtra', 'Ozar(A)', 43.9, 0.4); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Maharashtra', 'Parbhani', 46.6, 4.4); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Maharashtra', 'Pune', 43.3, 1.7); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Maharashtra', 'Pusad', 47.6, 1.1); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Maharashtra', 'Ratnagiri (PBO)', 40.6, 11.5); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Maharashtra', 'Satara', 42.6, 4.8); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Maharashtra', 'Sholapur', 46.0, 4.4); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Maharashtra', 'Sironcha', 48.2, 4.5); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Maharashtra', 'Solapur', NULL, NULL); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Maharashtra', 'Tarapur', NULL, NULL); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Maharashtra', 'Thane', NULL, NULL); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Maharashtra', 'Vengurla', 40.0, 6.2); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Maharashtra', 'Wardha', 48.4, 4.3); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Maharashtra', 'Yeotmal', 46.6, 6.2); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Manipur', 'Imphal', NULL, NULL); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Manipur', 'Imphal/Tulihal(A)', 36.1, -2.7); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Meghalaya', 'Barapani', 35.2, -3.4); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Meghalaya', 'Cherrapunji', 31.1, -1.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Meghalaya', 'Shillong (C.S.O.)', 30.2, -3.3); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Mizoram', 'Aizwal', 35.5, 6.1); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Nagaland', 'Kohima', NULL, NULL); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('New Delhi', '(Safdarjang)', 47.2, -0.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('New Delhi', 'C.H.O.', 47.8, -0.4); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('New Delhi', 'Delhi', NULL, NULL); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('New Delhi', 'New Delhi Palam (A)', 48.4, -2.2); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Odisha', 'Angul', 47.2, 0.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Odisha', 'Balasore', 46.7, 6.7); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Odisha', 'Baripada', 48.3, 6.5); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Odisha', 'Bhawanipatna', 48.5, 4.5); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Odisha', 'Bhubaneshwar (A)', 46.5, 8.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Odisha', 'Bhubaneswar', NULL, NULL); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Odisha', 'Bolangir', 49.0, 1.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Odisha', 'Chandbali', 46.7, 5.1); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Odisha', 'Cuttack', 47.7, 5.8); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Odisha', 'Gopalpur', 44.0, 9.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Odisha', 'Jharsuguda', 49.6, 6.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Odisha', 'Keonjhargarh', 47.4, 0.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Odisha', 'Paradip Port', 42.4, 9.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Odisha', 'Phulbani', 44.6, -2.3); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Odisha', 'Puri', 44.2, 7.5); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Odisha', 'Rourkela', NULL, NULL); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Odisha', 'Sambalpur', 49.0, 3.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Odisha', 'Sundergarh', 47.6, 1.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Odisha', 'Titlagarh', 50.1, 4.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Pondicherry', '(M.O)', 43.1, 16.2); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Pondicherry', 'Pondicherry', 45.5, 15.1); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Pondicherry', 'Puducherry', NULL, NULL); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Punjab', 'Amritsar (Rajasansi)', 47.8, -3.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Punjab', 'Bhatinda', NULL, NULL); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Punjab', 'Chandigarh', NULL, NULL); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Punjab', 'Kapurthala', 47.7, 0.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Punjab', 'Ludhiana', 46.6, -1.7); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Punjab', 'Ludhiana (P.A.U.)', 46.6, -1.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Punjab', 'Patiala', 47.0, -0.9); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Punjab', 'Patiala (Rs/Rw)', 47.0, -0.1); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Rajasthan', 'Abu', 40.4, -7.4); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Rajasthan', 'Ajmer', 47.4, -2.8); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Rajasthan', 'Alwar', 50.6, -0.8); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Rajasthan', 'Banswara', 47.5, 2.8); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Rajasthan', 'Barmer', 49.9, -1.7); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Rajasthan', 'Bharatpur', 48.5, 1.7); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Rajasthan', 'Bhilwara', 47.8, -0.3); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Rajasthan', 'Bikaner(P.B.O)', 49.4, -4.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Rajasthan', 'Chambal/(Rawat Bhatta Dam)', 47.6, -1.1); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Rajasthan', 'Chittorgarh', 47.5, -0.1); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Rajasthan', 'Churu', 49.9, -4.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Rajasthan', 'Dholpur', 50.0, -4.3); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Rajasthan', 'Ganganagar', 50.0, -2.8); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Rajasthan', 'Jaipur (Sanganer)', 49.0, -2.2); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Rajasthan', 'Jaisalmer', 49.2, -5.9); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Rajasthan', 'Jawai Bandh/ Erinpura', 48.1, -3.1); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Rajasthan', 'Jhalawar', 49.3, -0.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Rajasthan', 'Jodhpur', NULL, NULL); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Rajasthan', 'Kota (A)', 48.5, 1.8); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Rajasthan', 'Kota (PB-Micromet)', 47.4, 2.1); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Rajasthan', 'Phalodi', 49.6, -3.3); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Rajasthan', 'Pilani', 48.6, -4.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Rajasthan', 'Sawai Madhopur', 48.0, -1.2); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Rajasthan', 'Sikar', 49.7, -4.9); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Rajasthan', 'Udaipur', 44.6, 0.4); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Rajasthan', 'Udaipur (Dabok) (A)', 46.4, -1.3); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Sikkim', 'Gangtok', 29.9, -2.2); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Sikkim', 'Tadong', 32.6, 0.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Tamil Nadu', 'Adiramapatinam', 43.0, 15.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Tamil Nadu', 'Ariyalur', 49.6, 13.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Tamil Nadu', 'Chennai (Minambakkam) (A)', 49.1, 15.7); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Tamil Nadu', 'Chennai (Nungambakkam)', 45.0, 13.9); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Tamil Nadu', 'Coimbatore (Pilamedu)', 42.6, 12.2); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Tamil Nadu', 'Coonoor', 29.6, -0.5); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Tamil Nadu', 'Cuddalore', 43.3, 8.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Tamil Nadu', 'Dharampuri', NULL, NULL); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Tamil Nadu', 'Dharmapuri', 41.4, 10.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Tamil Nadu', 'Erode', 42.8, 13.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Tamil Nadu', 'K. Paramathy', 45.4, 13.4); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Tamil Nadu', 'Kalpakkam', NULL, NULL); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Tamil Nadu', 'Kanchipuram', NULL, NULL); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Tamil Nadu', 'Kanniyakumari', 39.4, 18.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Tamil Nadu', 'Karaikal', 42.0, 17.8); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Tamil Nadu', 'Karaikudi', 42.7, 15.5); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Tamil Nadu', 'Kodaikanal', 29.3, 0.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Tamil Nadu', 'Koradacherry', 42.6, 15.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Tamil Nadu', 'Kudumiamalai', 43.1, 13.5); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Tamil Nadu', 'Madurai', 44.5, 10.5); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Tamil Nadu', 'Madurai (A)', 43.4, 14.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Tamil Nadu', 'Mettur Dam', 42.4, 13.1); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Tamil Nadu', 'Nagapattinam', 42.8, 15.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Tamil Nadu', 'Octacamund', 28.5, -2.1); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Tamil Nadu', 'Palayamkottai', 44.9, 16.3); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Tamil Nadu', 'Pamban', 38.9, 17.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Tamil Nadu', 'Port Novo', 43.5, 13.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Tamil Nadu', 'Salem', 42.8, 11.1); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Tamil Nadu', 'Thanjavur', NULL, NULL); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Tamil Nadu', 'Tiruchi', 42.4, 16.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Tamil Nadu', 'Tiruchirapalli (A)', 43.9, 13.9); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Tamil Nadu', 'Tiruchirappalli', NULL, NULL); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Tamil Nadu', 'Tiruppattur', 46.3, 10.2); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Tamil Nadu', 'Tiruttani', 48.6, 10.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Tamil Nadu', 'Tiruvannamalai', NULL, NULL); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Tamil Nadu', 'Tondi', 40.4, 15.7); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Tamil Nadu', 'Tuticorin', 41.1, 15.3); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Tamil Nadu', 'Vedaranniyam', 40.0, 14.8); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Tamil Nadu', 'Vellore', 45.0, 8.4); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Telangana', 'Bhadrachallam', 49.4, 8.4); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Telangana', 'Hanamkonda', 47.8, 8.3); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Telangana', 'Hyderabad (A)', 45.5, 6.1); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Telangana', 'Khammam', 47.2, 9.4); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Telangana', 'Mahbubnagar', 45.3, 9.1); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Telangana', 'Medak', 46.3, 2.7); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Telangana', 'Nalgonda', 46.5, 10.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Telangana', 'Nizamabad', 47.3, 4.4); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Telangana', 'Ramgundam', 47.3, 7.5); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Tripura', 'Agartala (A)', 42.2, 2.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Tripura', 'Kailashahar (A)', 42.2, 2.4); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Uttar Pradesh', 'Agra', 48.6, -2.2); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Uttar Pradesh', 'Aligarh', 49.5, 0.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Uttar Pradesh', 'Allahabad', 48.8, -0.7); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Uttar Pradesh', 'Bahraich', 47.6, 0.3); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Uttar Pradesh', 'Ballia', 48.0, 0.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Uttar Pradesh', 'Banda', 48.9, -0.8); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Uttar Pradesh', 'Barabanki', 47.0, 2.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Uttar Pradesh', 'Bareilly', NULL, NULL); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Uttar Pradesh', 'Bareilly P.B.O.', 47.3, -1.3); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Uttar Pradesh', 'Bulandshahr', NULL, NULL); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Uttar Pradesh', 'Churk', 49.0, -0.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Uttar Pradesh', 'Etawah', 48.6, 0.4); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Uttar Pradesh', 'Faizabad', 47.4, 0.8); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Uttar Pradesh', 'Fatehgarh', 48.8, 2.1); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Uttar Pradesh', 'Fatehpur', 48.1, -1.7); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Uttar Pradesh', 'Gazipur', 46.4, -0.5); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Uttar Pradesh', 'Gonda', 49.9, 0.1); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Uttar Pradesh', 'Gorakhpur (P.B.O)', 49.4, 1.7); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Uttar Pradesh', 'Hamirpur', 48.2, -1.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Uttar Pradesh', 'Hardoi', 48.3, 0.7); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Uttar Pradesh', 'Jhansi', 48.2, 0.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Uttar Pradesh', 'Kanpur (A)', 47.3, 0.4); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Uttar Pradesh', 'Kheri-Lakhimpur', 47.6, 0.5); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Uttar Pradesh', 'Lucknow (Amausi)', 47.7, -1.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Uttar Pradesh', 'Mainpuri', 49.2, -1.7); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Uttar Pradesh', 'Mathura', 47.6, 0.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Uttar Pradesh', 'Meerut', 46.1, 0.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Uttar Pradesh', 'Moradabad', 48.2, 0.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Uttar Pradesh', 'Mukhim', 36.3, -9.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Uttar Pradesh', 'Muzaffarnagar', 45.0, -2.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Uttar Pradesh', 'Najibabad', 45.2, -2.9); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Uttar Pradesh', 'Pilibhit', NULL, NULL); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Uttar Pradesh', 'Shahajahanpur', 46.2, 0.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Uttar Pradesh', 'Sultanpur (M.O.)', 48.0, 0.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Uttar Pradesh', 'Varanasi', 47.2, 1.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Uttar Pradesh', 'Varanasi (Babatpur)', 48.0, 0.3); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Uttarakhand', 'Almora', NULL, NULL); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Uttarakhand', 'Dehra Dun', 43.9, -1.1); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Uttarakhand', 'Mukteswar (Kumaun)', 31.5, -7.8); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Uttarakhand', 'Nainital', NULL, NULL); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Uttarakhand', 'Pantnagar', 45.6, -2.2); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('Uttarakhand', 'Roorkee', 47.4, -2.2); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('West Bengal', 'Asansol', NULL, NULL); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('West Bengal', 'Bagati', 46.2, 0.8); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('West Bengal', 'Balurghat', 43.4, 4.1); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('West Bengal', 'Bankura', 47.4, 0.8); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('West Bengal', 'Bankura (M.O.)', 46.4, 6.2); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('West Bengal', 'Berhampore', 48.3, 3.9); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('West Bengal', 'Burdwan', NULL, NULL); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('West Bengal', 'Calcutta (Alipur)', 43.9, 6.7); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('West Bengal', 'Calcutta (Dum Dum) (A)', 43.7, 5.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('West Bengal', 'Canning', 42.5, 7.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('West Bengal', 'Contai', 43.8, 7.7); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('West Bengal', 'Cooch Behar (A)', 41.0, 3.3); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('West Bengal', 'Darjeeling', 28.5, -7.2); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('West Bengal', 'Diamond Harbour', 43.0, 8.2); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('West Bengal', 'Digha', 42.0, 7.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('West Bengal', 'Durgapur', NULL, NULL); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('West Bengal', 'Haldia', 40.9, 9.1); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('West Bengal', 'Jalpaiguri', 40.9, 2.2); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('West Bengal', 'Kalimpong', 34.1, -0.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('West Bengal', 'Kolkata', NULL, NULL); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('West Bengal', 'Krishnanagar', 46.1, 0.9); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('West Bengal', 'Malda', 45.0, 3.9); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('West Bengal', 'Midnapore', 47.2, 0.6); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('West Bengal', 'Purulia', 46.3, 3.8); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('West Bengal', 'Sagar Island', 40.0, 7.2); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('West Bengal', 'Sandheads', 40.4, 9.2); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('West Bengal', 'Shanti-Niketan', 47.0, 5.0); +INSERT INTO temperature_data (state, station, max_temp, min_temp) VALUES ('West Bengal', 'Ulberia', 43.5, 6.6); + +-- Insert Zone Data +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Andhra Pradesh', 'Dolphine Nose/CDR Visakhapatnam', 'IV', 0.24); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Andhra Pradesh', 'Kurnool', 'II', 0.1); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Andhra Pradesh', 'Masulipatnam', 'IV', 0.24); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Andhra Pradesh', 'Nagarjunasagar', 'II', 0.1); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Andhra Pradesh', 'Nellore', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Andhra Pradesh', 'Vijayawada', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Andhra Pradesh', 'Vishakhapatnam', 'II', 0.1); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Assam', 'Guwahati (Bhorjar) (A)', 'V', 0.36); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Assam', 'Jorhat', 'V', 0.36); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Assam', 'Sadiya', 'V', 0.36); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Assam', 'Tezpur', 'V', 0.36); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Bihar', 'Barauni', 'IV', 0.24); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Bihar', 'Darbhanga', 'V', 0.36); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Bihar', 'Gaya', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Bihar', 'Jamshedpur', 'II', 0.1); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Bihar', 'Jamshedpur (A)', 'II', 0.1); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Bihar', 'Mungher', 'IV', 0.24); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Bihar', 'Patna (A)', 'IV', 0.24); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Bihar', 'Pbo Raipur', 'II', 0.1); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Bihar', 'Raipur', 'II', 0.1); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Bihar', 'Raipur (Mana)', 'II', 0.1); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Bihar', 'Ranchi(A)', 'II', 0.1); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Chhattisgarh', 'Bhilai', 'II', 0.1); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Goa', 'Panjim', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Gujarat', 'Ahmedabad', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Gujarat', 'Bhuj (Rudramata) (A)', 'V', 0.36); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Gujarat', 'Kakrapara', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Gujarat', 'Rajkot (A)', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Gujarat', 'Surat', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Gujarat', 'Vadodara', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Haryana', 'Ambala', 'IV', 0.24); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Himachal Pradesh', 'Kalpa (GL)', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Himachal Pradesh', 'Mandi', 'V', 0.36); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Himachal Pradesh', 'Shimla', 'IV', 0.24); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Himachal Pradesh', 'Una', 'II', 0.1); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Jammu and Kashmir', 'Srinagar', 'V', 0.36); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Jharkhand', 'Bokaro', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Karnataka', 'Bangalore (A)', 'II', 0.1); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Karnataka', 'Belgaum', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Karnataka', 'Belgaum (Sambre) (A)', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Karnataka', 'Bijapur', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Karnataka', 'Chitradurga', 'II', 0.1); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Karnataka', 'Dharwad', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Karnataka', 'Gulbarga', 'II', 0.1); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Karnataka', 'Karwar', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Karnataka', 'Mangalore (Bajpe) (A)', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Karnataka', 'Mangalore (Panambur)', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Karnataka', 'Mysuru', 'II', 0.1); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Kerala', 'Calicut (Kozhikode)', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Kerala', 'Cochin (N.A.S.)/ Kochi', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Kerala', 'Kochi', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Kerala', 'Thiruvananthapuram', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Madhya Pradesh', 'Bagratawa', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Madhya Pradesh', 'Bhopal (Bairagarh)', 'II', 0.1); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Madhya Pradesh', 'Dhar', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Madhya Pradesh', 'Jabalpur', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Madhya Pradesh', 'Sagar', 'II', 0.1); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Madhya Pradesh', 'Sironj', 'II', 0.1); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Maharashtra', 'Aurangabad (Chikalthana) (A)', 'II', 0.1); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Maharashtra', 'Mumbai (Colaba)', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Maharashtra', 'Mumbai(Bombay) (Santa Cruz)', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Maharashtra', 'Nagpur (Mayo-Hospital)', 'II', 0.1); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Maharashtra', 'Nagpur (Sonegaon)', 'II', 0.1); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Maharashtra', 'Nashik', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Maharashtra', 'Osmanabad', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Maharashtra', 'Pune', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Maharashtra', 'Solapur', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Maharashtra', 'Tarapur', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Maharashtra', 'Thane', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Manipur', 'Imphal', 'V', 0.36); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Manipur', 'Imphal/Tulihal(A)', 'V', 0.36); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Meghalaya', 'Shillong (C.S.O.)', 'V', 0.36); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Nagaland', 'Kohima', 'V', 0.36); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('New Delhi', '(Safdarjang)', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('New Delhi', 'Delhi', 'IV', 0.24); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('New Delhi', 'New Delhi Palam (A)', 'IV', 0.24); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Odisha', 'Bhawanipatna', 'IV', 0.24); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Odisha', 'Bhubaneswar', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Odisha', 'Cuttack', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Odisha', 'Puri', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Odisha', 'Rourkela', 'II', 0.1); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Pondicherry', '(M.O)', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Pondicherry', 'Pondicherry', 'II', 0.1); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Pondicherry', 'Puducherry', 'II', 0.1); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Punjab', 'Amritsar (Rajasansi)', 'IV', 0.24); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Punjab', 'Bhatinda', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Punjab', 'Chandigarh', 'IV', 0.24); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Punjab', 'Ludhiana', 'IV', 0.24); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Punjab', 'Ludhiana (P.A.U.)', 'IV', 0.24); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Punjab', 'Patiala', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Punjab', 'Patiala (Rs/Rw)', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Rajasthan', 'Ajmer', 'II', 0.1); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Rajasthan', 'Bikaner(P.B.O)', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Rajasthan', 'Jaipur (Sanganer)', 'II', 0.1); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Rajasthan', 'Jodhpur', 'II', 0.1); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Rajasthan', 'Kota (A)', 'II', 0.1); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Rajasthan', 'Kota (PB-Micromet)', 'II', 0.1); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Rajasthan', 'Udaipur', 'II', 0.1); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Rajasthan', 'Udaipur (Dabok) (A)', 'II', 0.1); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Sikkim', 'Gangtok', 'IV', 0.24); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Tamil Nadu', 'Chennai (Minambakkam) (A)', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Tamil Nadu', 'Chennai (Nungambakkam)', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Tamil Nadu', 'Coimbatore (Pilamedu)', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Tamil Nadu', 'Cuddalore', 'II', 0.1); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Tamil Nadu', 'Dharampuri', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Tamil Nadu', 'Kalpakkam', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Tamil Nadu', 'Kanchipuram', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Tamil Nadu', 'Madurai', 'II', 0.1); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Tamil Nadu', 'Madurai (A)', 'II', 0.1); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Tamil Nadu', 'Salem', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Tamil Nadu', 'Thanjavur', 'II', 0.1); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Tamil Nadu', 'Tiruchi', 'II', 0.1); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Tamil Nadu', 'Tiruchirappalli', 'II', 0.1); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Tamil Nadu', 'Tiruvannamalai', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Tamil Nadu', 'Vellore', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Telangana', 'Hyderabad (A)', 'II', 0.1); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Uttar Pradesh', 'Agra', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Uttar Pradesh', 'Allahabad', 'II', 0.1); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Uttar Pradesh', 'Bahraich', 'IV', 0.24); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Uttar Pradesh', 'Bareilly', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Uttar Pradesh', 'Bareilly P.B.O.', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Uttar Pradesh', 'Bulandshahr', 'IV', 0.24); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Uttar Pradesh', 'Gorakhpur (P.B.O)', 'IV', 0.24); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Uttar Pradesh', 'Jhansi', 'II', 0.1); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Uttar Pradesh', 'Kanpur (A)', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Uttar Pradesh', 'Lucknow (Amausi)', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Uttar Pradesh', 'Moradabad', 'IV', 0.24); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Uttar Pradesh', 'Pilibhit', 'IV', 0.24); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Uttar Pradesh', 'Varanasi', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Uttar Pradesh', 'Varanasi (Babatpur)', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Uttarakhand', 'Almora', 'IV', 0.24); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Uttarakhand', 'Dehra Dun', 'IV', 0.24); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Uttarakhand', 'Nainital', 'IV', 0.24); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('Uttarakhand', 'Roorkee', 'IV', 0.24); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('West Bengal', 'Asansol', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('West Bengal', 'Burdwan', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('West Bengal', 'Darjeeling', 'IV', 0.24); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('West Bengal', 'Durgapur', 'III', 0.16); +INSERT INTO zone_data (state, station, zone, z_value) VALUES ('West Bengal', 'Kolkata', 'III', 0.16); + +-- Insert Windspeed Data +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Andaman and Nicobar Island', 'Port Blair', 44); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Andhra Pradesh', 'Dolphine Nose/CDR Visakhapatnam', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Andhra Pradesh', 'Kurnool', 39); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Andhra Pradesh', 'Masulipatnam', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Andhra Pradesh', 'Nellore', 50); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Andhra Pradesh', 'Vijayawada', 50); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Andhra Pradesh', 'Vishakhapatnam', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Andhra Pradesh', 'Vishakhapatnam (RS/RW)', 50); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Assam', 'Guwahati (Bhorjar) (A)', 50); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Bihar', 'Barauni', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Bihar', 'Darbhanga', 55); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Bihar', 'Gaya', 39); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Bihar', 'Jamshedpur', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Bihar', 'Jamshedpur (A)', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Bihar', 'Patna (A)', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Bihar', 'Pbo Raipur', 39); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Bihar', 'Raipur', 39); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Bihar', 'Raipur (Mana)', 39); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Bihar', 'Ranchi(A)', 39); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Chhattisgarh', 'Bhilai', 39); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Goa', 'Panjim', 39); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Gujarat', 'Ahmedabad', 39); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Gujarat', 'Bhuj (Rudramata) (A)', 50); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Gujarat', 'Rajkot (A)', 39); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Gujarat', 'Surat', 44); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Gujarat', 'Vadodara', 44); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Himachal Pradesh', 'Mandi', 39); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Himachal Pradesh', 'Shimla', 39); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Jammu and Kashmir', 'Srinagar', 39); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Jharkhand', 'Bokaro', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Karnataka', 'Bangalore (A)', 33); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Karnataka', 'Bengaluru', 33); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Karnataka', 'Mangalore (Bajpe) (A)', 39); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Karnataka', 'Mangalore (Panambur)', 39); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Karnataka', 'Mysuru', 33); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Kerala', 'Calicut (Kozhikode)', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Kerala', 'Thiruvananthapuram', 39); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Kerala', 'Thiruvananthapuram (Trivandrum)', 39); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Madhya Pradesh', 'Bagratawa', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Madhya Pradesh', 'Bhopal (Bairagarh)', 39); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Madhya Pradesh', 'Jabalpur', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Maharashtra', 'Aurangabad (Chikalthana) (A)', 39); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Maharashtra', 'Mumbai (Colaba)', 44); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Maharashtra', 'Mumbai(Bombay) (Santa Cruz)', 44); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Maharashtra', 'Nagpur (Mayo-Hospital)', 44); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Maharashtra', 'Nagpur (Sonegaon)', 44); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Maharashtra', 'Nashik', 39); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Maharashtra', 'Pune', 39); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Manipur', 'Imphal', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Manipur', 'Imphal/Tulihal(A)', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Nagaland', 'Kohima', 44); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('New Delhi', '(Safdarjang)', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('New Delhi', 'Delhi', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('New Delhi', 'New Delhi Palam (A)', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Odisha', 'Bhawanipatna', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Odisha', 'Bhubaneshwar (A)', 50); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Odisha', 'Bhubaneswar', 50); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Odisha', 'Cuttack', 50); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Odisha', 'Rourkela', 39); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Pondicherry', '(M.O)', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Pondicherry', 'Pondicherry', 50); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Pondicherry', 'Puducherry', 50); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Punjab', 'Amritsar (Rajasansi)', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Punjab', 'Bhatinda', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Punjab', 'Chandigarh', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Punjab', 'Ludhiana', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Punjab', 'Ludhiana (P.A.U.)', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Punjab', 'Patiala', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Punjab', 'Patiala (Rs/Rw)', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Rajasthan', 'Ajmer', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Rajasthan', 'Bikaner(P.B.O)', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Rajasthan', 'Jaipur (Sanganer)', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Rajasthan', 'Jodhpur', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Rajasthan', 'Udaipur', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Rajasthan', 'Udaipur (Dabok) (A)', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Sikkim', 'Gangtok', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Tamil Nadu', 'Chennai (Minambakkam) (A)', 50); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Tamil Nadu', 'Chennai (Nungambakkam)', 50); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Tamil Nadu', 'Coimbatore (Pilamedu)', 39); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Tamil Nadu', 'Madurai', 39); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Tamil Nadu', 'Madurai (A)', 39); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Tamil Nadu', 'Tiruchi', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Tamil Nadu', 'Tiruchirapalli (A)', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Tamil Nadu', 'Tiruchirappalli', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Telangana', 'Hyderabad (A)', 44); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Uttar Pradesh', 'Agra', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Uttar Pradesh', 'Bahraich', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Uttar Pradesh', 'Bareilly', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Uttar Pradesh', 'Bareilly P.B.O.', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Uttar Pradesh', 'Gorakhpur (P.B.O)', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Uttar Pradesh', 'Jhansi', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Uttar Pradesh', 'Kanpur (A)', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Uttar Pradesh', 'Lucknow (Amausi)', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Uttar Pradesh', 'Moradabad', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Uttar Pradesh', 'Varanasi', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Uttar Pradesh', 'Varanasi (Babatpur)', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Uttarakhand', 'Almora', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Uttarakhand', 'Dehra Dun', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Uttarakhand', 'Nainital', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('Uttarakhand', 'Roorkee', 39); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('West Bengal', 'Asansol', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('West Bengal', 'Darjeeling', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('West Bengal', 'Durgapur', 47); +INSERT INTO windspeed_data (state, station, wind_speed) VALUES ('West Bengal', 'Kolkata', 50); diff --git a/src/osdagbridge/core/data/project_location/seismic.png b/src/osdagbridge/core/data/project_location/seismic.png new file mode 100644 index 0000000000000000000000000000000000000000..993533a258bf60f5dc1830165c97d5d7edf2bc0c GIT binary patch literal 664948 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(Transit)"],MEMBER["World Geodetic System 1984 (G730)"],MEMBER["World Geodetic System 1984 (G873)"],MEMBER["World Geodetic System 1984 (G1150)"],MEMBER["World Geodetic System 1984 (G1674)"],MEMBER["World Geodetic System 1984 (G1762)"],MEMBER["World Geodetic System 1984 (G2139)"],MEMBER["World Geodetic System 1984 (G2296)"],ELLIPSOID["WGS 84",6378137,298.257223563,LENGTHUNIT["metre",1]],ENSEMBLEACCURACY[2.0]],PRIMEM["Greenwich",0,ANGLEUNIT["degree",0.0174532925199433]],CS[ellipsoidal,2],AXIS["geodetic latitude (Lat)",north,ORDER[1],ANGLEUNIT["degree",0.0174532925199433]],AXIS["geodetic longitude (Lon)",east,ORDER[2],ANGLEUNIT["degree",0.0174532925199433]],USAGE[SCOPE["Horizontal component of 3D system."],AREA["World."],BBOX[-90,-180,90,180]],ID["EPSG",4326]] + +proj=longlat +datum=WGS84 +no_defs + 3452 + 4326 + EPSG:4326 + WGS 84 + longlat + EPSG:7030 + true + + + + diff --git a/src/osdagbridge/core/data/project_location/shapefiles/seismic_zones.shp 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+ + + + +""" + +class BridgeBackend(QObject): + """The QWebChannel translator between Python and JavaScript.""" + + # Signal: Python uses this to push JSON data to JavaScript + newPlotData = Signal(str) + + def __init__(self, main_app): + super().__init__() + self.main_app = main_app + + @Slot() + def pageReady(self): + """JavaScript calls this when the page is fully loaded.""" + self.main_app.update_plot() + + @Slot() + def requestSummaryDialog(self): + """JavaScript calls this when the 'SUMMARY' button is clicked.""" + self.main_app.show_summary_dialog() + + +class SummaryDialog(QDialog): + """A floating tool palette that hovers over the main UI without disturbing it.""" + def __init__(self, parent=None): + super().__init__(parent) + self.setWindowTitle("Extreme Values") + + self.setWindowFlags(Qt.Tool | Qt.WindowStaysOnTopHint) + self.resize(350, 250) + + layout = QVBoxLayout(self) + layout.setContentsMargins(5, 5, 5, 5) + + self.table = QTableWidget() + self.table.setColumnCount(3) + self.table.setHorizontalHeaderLabels(["Girder", "Max (N mm)", "Min (N mm)"]) + self.table.horizontalHeader().setSectionResizeMode(QHeaderView.Stretch) + layout.addWidget(self.table) + + def update_data(self, stats): + self.table.setRowCount(len(stats)) + for row, (girder, vals) in enumerate(stats.items()): + item_girder = QTableWidgetItem(girder) + item_max = QTableWidgetItem(f"{vals['max']:.2f}") + item_min = QTableWidgetItem(f"{vals['min']:.2f}") + + item_max.setTextAlignment(Qt.AlignRight | Qt.AlignVCenter) + item_min.setTextAlignment(Qt.AlignRight | Qt.AlignVCenter) + + self.table.setItem(row, 0, item_girder) + self.table.setItem(row, 1, item_max) + self.table.setItem(row, 2, item_min) + + +class PlotWidget(QWidget): + def __init__(self): + super().__init__() + self.setWindowTitle("Plate Girder Results") + + # Populated by setup() after bridge analysis completes + self._ds_all = None + self._nodes = {} + self._members = {} + + layout = QVBoxLayout(self) + top = QHBoxLayout() + + # ---------- LOADCASE ---------- + top.addWidget(QLabel("Load case:")) + self.combo = QComboBox() + self.combo.currentTextChanged.connect(self.update_plot) + top.addWidget(self.combo) + + # ---------- FORCE ---------- + top.addWidget(QLabel("Force:")) + self.force_combo = QComboBox() + self.force_combo.addItems(list(FORCE_MAP.keys())) + self.force_combo.setCurrentText("Vy") + self.force_combo.currentTextChanged.connect(self.update_plot) + top.addWidget(self.force_combo) + + # ---------- CONTOUR CHECKBOX ---------- + self.contour = QCheckBox("Contour (Moments only)") + self.contour.stateChanged.connect(self.update_plot) + top.addWidget(self.contour) + + top.addStretch() + layout.addLayout(top) + + # ---------- MAIN BROWSER AREA ---------- + self.web = QWebEngineView() + + # Stops Qt from painting a blank background behind the web viewer + self.web.setAttribute(Qt.WA_OpaquePaintEvent) + self.web.setAttribute(Qt.WA_NoSystemBackground) + self.web.page().setBackgroundColor(Qt.white) + + settings = self.web.settings() + settings.setAttribute(QWebEngineSettings.WebAttribute.LocalContentCanAccessRemoteUrls, True) + layout.addWidget(self.web) + + # ---------- INITIALIZATION & QWEBCHANNEL ---------- + self.stats_dict = {} + self.summary_dialog = SummaryDialog(self) + + self.channel = QWebChannel() + self.backend = BridgeBackend(self) + + self.channel.registerObject("backend", self.backend) + self.web.page().setWebChannel(self.channel) + + # Inject HTML directly into memory + self.web.setHtml(HTML_TEMPLATE, QUrl("qrc:/")) + + def setup(self, ds_all, loadcases, nodes, members): + """Populate the widget with bridge analysis results. Call after design() completes.""" + self._ds_all = ds_all + self._nodes = nodes + self._members = members + + self.combo.blockSignals(True) + self.combo.clear() + self.combo.addItems(loadcases) + self.combo.blockSignals(False) + + def show_summary_dialog(self): + """Pops up the dialog perfectly in the top-left corner of the web view.""" + if not self.stats_dict: + return + + self.summary_dialog.update_data(self.stats_dict) + self.summary_dialog.show() + self.summary_dialog.raise_() + self.summary_dialog.activateWindow() + + # Calculate exactly where the top-left of the 3D plot is on the screen + top_left_corner = self.web.mapToGlobal(QPoint(15, 15)) + self.summary_dialog.move(top_left_corner) + + def update_plot(self): + if self._ds_all is None: + return + + loadcase = self.combo.currentText() + force_key = self.force_combo.currentText() + ds = self._ds_all.sel(Loadcase=loadcase) + + is_force = force_key.startswith("F") + is_moment = force_key.startswith("M") + + if is_force: + self.contour.blockSignals(True) + self.contour.setChecked(False) + self.contour.setEnabled(False) + self.contour.blockSignals(False) + + self.stats_dict = {} + plot_json = build_figure_sfd(ds, force_key, self._nodes, self._members) + + elif is_moment: + self.contour.setEnabled(True) + + if self.contour.isChecked(): + plot_json = build_figure_bmd_contour(ds, force_key, self._nodes, self._members) + self.stats_dict = {} + else: + plot_json, self.stats_dict = build_figure_bmd(ds, force_key, self._nodes, self._members) + + if self.summary_dialog.isVisible(): + self.summary_dialog.update_data(self.stats_dict) + + else: + raise ValueError(f"Unsupported force: {force_key}") + + # -------- INJECT PLOT VIA QWEBCHANNEL -------- + # Emits the raw JSON string perfectly without double-encoding it + self.backend.newPlotData.emit(plot_json) + + +# ======================= MAIN +if __name__ == "__main__": + app = QApplication(sys.argv) + w = PlotWidget() + w.resize(1200, 800) + w.show() + sys.exit(app.exec()) \ No newline at end of file diff --git a/src/osdagbridge/desktop/ui/template_page.py b/src/osdagbridge/desktop/ui/template_page.py index 72596e88c..460953fbb 100644 --- a/src/osdagbridge/desktop/ui/template_page.py +++ b/src/osdagbridge/desktop/ui/template_page.py @@ -232,14 +232,15 @@ def mousePressEvent(self, event): ) self.cad_log_splitter.addWidget(self.cad_comp_widget) - from osdagbridge.desktop.ui.cad_3d import CAD3DWindow + # from osdagbridge.desktop.ui.cad_3d import CAD3DWindow # 3D CAD placeholder (mutually exclusive with dual view + plots) self.cad_3d_widget = CentralPlaceholderWidget("3D CAD Here") self.cad_3d_widget.setVisible(False) self.cad_log_splitter.addWidget(self.cad_3d_widget) # Plots placeholder (mutually exclusive with dual view + 3d cad) - self.plots_widget = CentralPlaceholderWidget("Analysis Plots Here") + from osdagbridge.desktop.ui.plots_UI import PlotWidget + self.plots_widget = PlotWidget() self.plots_widget.setVisible(False) self.cad_log_splitter.addWidget(self.plots_widget) @@ -306,6 +307,16 @@ def common_design_func(self, trigger: str): self.backend.set_input(self.input_dict) print(f"@@input_dictionary: {self.input_dict}") self.backend.design() + + # Lock the input dock after design is triggered + if self.input_dock and not self.input_dock.is_locked: + self.input_dock.toggle_lock() + + # Wire up the plots widget with results from the completed analysis + ds_all = self.backend.get_results_dataset() + loadcases = self.backend.get_available_loadcases() + nodes, members = self.backend.get_nodes_members() + self.plots_widget.setup(ds_all, loadcases, nodes, members) elif trigger == "Save": # Collect all the values from input Dock and save to osi/csv pass From f7171ceff948df58032f19f6ea6d223488154229 Mon Sep 17 00:00:00 2001 From: Manav Sharma Date: Wed, 1 Apr 2026 21:01:11 +0530 Subject: [PATCH 135/225] added load values , changed Kn to T , added query logic , added axle and wheels data to moving load cases , added reactions --- .../plate_girder/analysis_results.py | 754 +++++++++++++++--- 1 file changed, 648 insertions(+), 106 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/analysis_results.py b/src/osdagbridge/core/bridge_types/plate_girder/analysis_results.py index 6ca2bdad6..475c5d93b 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/analysis_results.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/analysis_results.py @@ -1,15 +1,143 @@ -# ============================================================ -# Plate Girder Analysis Results -# ============================================================ -# 1. Reads OpenSees result dataset (forces, moments) -# 2. Builds logical girders using BFS -# 3. Allows girder-wise interactive result viewing -# ============================================================ +""" +PlateGirderAnalysisResults +--------------------------- +Core processing engine for bridge analysis results and structural +load auditing within the OsdagBridge framework. + +ARCHITECTURE & DATA FLOW +------------------------- +1. Result Capture : Reads raw force/moment/reaction datasets from + OpenSeespy via osmgrillage, keyed by load-case + name and element ID. +2. Girder BFS : Uses Breadth-First Search on the grillage + adjacency graph to reconstruct continuous + longitudinal girders (EB1, G1 … Gn, EB2) from + individual frame elements. +3. Load Extraction : Reads applied loads directly from ospgrillage + Load objects (Line / Patch / Point) and compares + with analysis results for audit compliance. +4. IRC:6 Vehicles : Calls IRC6_2017.cl_204_1_Class70R_vehicle_wheel() + and IRC6_2017.cl_204_1_ClassA_vehicle() to obtain + local axle x-positions and wheel z-offsets, then + computes global wheel coordinates as: + global_x = vehicle.x + local_axle_x + global_z = vehicle.z + local_wheel_z + Each axle load is split equally into 2 wheel loads (L/R). + +CLASS STRUCTURE +--------------- +PlateGirderAnalysisResults(dataset, bridge, edge_dist) + + ── Initialisation ── + __init__ Store dataset, bridge ref, edge_dist + + ── Grillage Connectivity ── + build_grillage_connectivity Build node/element/adjacency maps + build_girders BFS girder reconstruction + filter_girders Remove edge beams when edge_dist > 0 + + ── Result Access ── + get_available_loadcases List all load-case names in dataset + classify_loadcases Group into dead / vehicle_static / vehicle_moving + get_beam_element_results Raw force/moment for given elements + LC + print_load_availability Print classified LC summary + + ── Public Print Methods (Interactive Menu) ── + print_moving_load_trace Option 3 – moving load trace per girder + print_envelopes Option 4 – max/min envelopes across LCs + print_critical_max_state Option 5 – critical position for a component + print_girder_reactions Option 6 – Ra/Rb per girder per LC + print_load_extraction Option 7 – dead + moving load audit report + + ── Private DataFrame Builders ── + _get_girder_sw_df Girder self-weight tabulation + _get_dead_lc_df Dead load case (Line/Patch/Point) + _get_vehicle_df IRC:6 vehicle wheel layout with global coords + _get_moving_trace_df Moving trace data per girder / component + _get_envelopes_df Envelope summary (max/min Vy, Mz) per LC + _get_critical_state_df Critical governing position + _get_reactions_df Support reactions (Ra, Rb) per girder + + ── Private Print Wrappers ── + _print_girder_sw_extraction Print girder self-weight table + _print_single_dead_lc_extraction Print one dead load case + _print_single_vehicle_extraction Print one vehicle layout + + ── Helpers ── + _get_active_pts Extract non-None points from a load object + _bound(da, db) Governing max/min across i-node and j-node DataArrays + + ── Programmatic API ── + query(category, **kwargs) Unified read-only interface (see below) + verify_sections Print section property verification log + + ── Interactive Entry Point ── + run_interactive_viewer 7-option terminal menu + +INTERACTIVE MENU (run_interactive_viewer) +------------------------------------------ + 1. Show girder paths (BFS) + 2. Show analysis result (forces/moments per girder & load case) + 3. Show moving load trace (force vs vehicle position) + 4. Show max/min envelopes (all moving load cases) + 5. Show critical maximum state (governing LC + element) + 6. Show girder reactions (Ra, Rb) + 7. Load extraction (dead loads + IRC:6 vehicle wheel layout) + 0. Exit (triggers section verification log) + +PROGRAMMATIC QUERY API – results.query(category, **kwargs) +-------------------------------------------------------------- +category='girder_paths' + Returns girder name → {start, end, path, elements, length} + kwargs: none + +category='forces' + Returns element-wise force/moment for one load case + one girder. + kwargs: name (load-case str), girder ('G1' etc.), component ('Vy_i') + +category='moving_trace' + Returns {x_pos, load_case, component (kN/kNm)} across all + moving load cases for a girder. + kwargs: name (LC filter), girder, component + +category='envelopes' + Returns {load_case, girder, Max Vy, Min Vy, Max Mz, Min Mz} + for all (or filtered) moving LCs. + kwargs: name (LC filter, optional), girder (optional) + +category='critical_state' + Returns governing {category, component, max_value, load_case, girder}. + kwargs: name (vehicle category e.g. 'ClassA'), component ('Mz_i') + +category='reactions' + Returns {girder, Ra (kN), Rb (kN), span, case} per girder. + kwargs: name (load-case str) + +category='moving' + Returns IRC:6 wheel layout table for one static vehicle load case. + kwargs: name (load-case name e.g. 'Case1 ClassA L1') + +EXAMPLE USAGE +------------- + results = PlateGirderAnalysisResults(dataset=ds, bridge=bridge) + + # Programmatic (returns DataFrame): + df, _ = results.query(category='moving', name='Case1 ClassA L1') + df, _ = results.query(category='reactions', name='Case1 ClassA L1') + df, _ = results.query(category='forces', + name='Case1 ClassA L1', girder='G3', + component='Mz_i') + + # Interactive terminal: + results.run_interactive_viewer() +""" import math from collections import defaultdict, deque import openseespy.opensees as ops import pandas as pd +from osdagbridge.core.utils.common import kN, m, m2 +from osdagbridge.core.utils.codes.irc6_2017 import IRC6_2017 class PlateGirderAnalysisResults: @@ -284,6 +412,10 @@ def build_girders(self, verbose=True): name = "EB1" elif i == num_pairs: name = "EB2" + else: + name = f"G{i - 1}" + else: + name = f"G{i}" path = self.bfs_shortest_path(adj, s, e) path_elements, element_map = self.get_elements_along_path(path, elements) @@ -318,7 +450,16 @@ def build_girders(self, verbose=True): return girder_map, elements def filter_girders(self, girder_map): - return girder_map + if self.edge_dist > 0: + # If there's an overhang, show everything (EB1, G1...Gn, EB2) + return girder_map + else: + # If no overhang (dist=0), hide the physical edge girders (G1 and Gn) + keys = list(girder_map.keys()) + if len(keys) <= 2: + return girder_map + filtered_keys = keys[1:-1] + return {k: girder_map[k] for k in filtered_keys} # ======================================================== # PRINT MOVING LOAD TRACE @@ -384,25 +525,23 @@ def to_list(val): # 5. Get results for this girder and loadcase try: - subset = self.ds.sel(Loadcase=lc, Element=elements).copy() - - + subset = self.ds.sel(Loadcase=lc, Element=elements) # Extract values and create DataFrame df = pd.DataFrame({ "Element": elements, - "Vx_i (kN)": subset.sel(Component="Vx_i")["forces"].values / 1000, - "Vx_j (kN)": subset.sel(Component="Vx_j")["forces"].values / 1000, - "Vy_i (kN)": subset.sel(Component="Vy_i")["forces"].values / 1000, - "Vy_j (kN)": subset.sel(Component="Vy_j")["forces"].values / 1000, - "Vz_i (kN)": subset.sel(Component="Vz_i")["forces"].values / 1000, - "Vz_j (kN)": subset.sel(Component="Vz_j")["forces"].values / 1000, - "Mx_i (kNm)": subset.sel(Component="Mx_i")["forces"].values / 1000, - "Mx_j (kNm)": subset.sel(Component="Mx_j")["forces"].values / 1000, - "My_i (kNm)": subset.sel(Component="My_i")["forces"].values / 1000, - "My_j (kNm)": subset.sel(Component="My_j")["forces"].values / 1000, - "Mz_i (kNm)": subset.sel(Component="Mz_i")["forces"].values / 1000, - "Mz_j (kNm)": subset.sel(Component="Mz_j")["forces"].values / 1000, + "Vx_i": subset.sel(Component="Vx_i")["forces"].values, + "Vx_j": subset.sel(Component="Vx_j")["forces"].values, + "Vy_i": subset.sel(Component="Vy_i")["forces"].values, + "Vy_j": subset.sel(Component="Vy_j")["forces"].values, + "Vz_i": subset.sel(Component="Vz_i")["forces"].values, + "Vz_j": subset.sel(Component="Vz_j")["forces"].values, + "Mx_i": subset.sel(Component="Mx_i")["forces"].values, + "Mx_j": subset.sel(Component="Mx_j")["forces"].values, + "My_i": subset.sel(Component="My_i")["forces"].values, + "My_j": subset.sel(Component="My_j")["forces"].values, + "Mz_i": subset.sel(Component="Mz_i")["forces"].values, + "Mz_j": subset.sel(Component="Mz_j")["forces"].values, }) print(df.to_string(index=False)) @@ -453,16 +592,11 @@ def to_list(val): if g_filter and girder_name not in g_filter: continue - if self.edge_dist > 0 and girder_name in ["EB1", "EB2"]: - continue # dont calculate it for calculating other values - elements = girder_data["elements"] try: # Select ONLY this loadcase and elements for this girder - subset = self.ds.sel(Loadcase=lc, Element=elements).copy() - - + subset = self.ds.sel(Loadcase=lc, Element=elements) # --- Vy Envelope --- vy_i = subset.sel(Component="Vy_i")["forces"] @@ -491,80 +625,80 @@ def to_list(val): # Compute max/min for Vy mxi, mxj = float(vy_i.max()), float(vy_j.max()) if mxi >= mxj: - v_max, v_max_e = mxi / 1000, int(vy_i.idxmax()) + v_max, v_max_e = mxi, int(vy_i.idxmax()) else: - v_max, v_max_e = mxj / 1000, int(vy_j.idxmax()) + v_max, v_max_e = mxj, int(vy_j.idxmax()) mni, mnj = float(vy_i.min()), float(vy_j.min()) if mni <= mnj: - v_min, v_min_e = mni / 1000, int(vy_i.idxmin()) + v_min, v_min_e = mni, int(vy_i.idxmin()) else: - v_min, v_min_e = mnj / 1000, int(vy_j.idxmin()) + v_min, v_min_e = mnj, int(vy_j.idxmin()) # Compute max/min for Vx mx_i_val, mx_j_val = float(vx_i.max()), float(vx_j.max()) if mx_i_val >= mx_j_val: - vx_max, vx_max_e = mx_i_val / 1000, int(vx_i.idxmax()) + vx_max, vx_max_e = mx_i_val, int(vx_i.idxmax()) else: - vx_max, vx_max_e = mx_j_val / 1000, int(vx_j.idxmax()) + vx_max, vx_max_e = mx_j_val, int(vx_j.idxmax()) mn_i_val, mn_j_val = float(vx_i.min()), float(vx_j.min()) if mn_i_val <= mn_j_val: - vx_min, vx_min_e = mn_i_val / 1000, int(vx_i.idxmin()) + vx_min, vx_min_e = mn_i_val, int(vx_i.idxmin()) else: - vx_min, vx_min_e = mn_j_val / 1000, int(vx_j.idxmin()) + vx_min, vx_min_e = mn_j_val, int(vx_j.idxmin()) # Compute max/min for Vz mz_i_val, mz_j_val = float(vz_i.max()), float(vz_j.max()) if mz_i_val >= mz_j_val: - vz_max, vz_max_e = mz_i_val / 1000, int(vz_i.idxmax()) + vz_max, vz_max_e = mz_i_val, int(vz_i.idxmax()) else: - vz_max, vz_max_e = mz_j_val / 1000, int(vz_j.idxmax()) + vz_max, vz_max_e = mz_j_val, int(vz_j.idxmax()) mnz_i_val, mnz_j_val = float(vz_i.min()), float(vz_j.min()) if mnz_i_val <= mnz_j_val: - vz_min, vz_min_e = mnz_i_val / 1000, int(vz_i.idxmin()) + vz_min, vz_min_e = mnz_i_val, int(vz_i.idxmin()) else: - vz_min, vz_min_e = mnz_j_val / 1000, int(vz_j.idxmin()) + vz_min, vz_min_e = mnz_j_val, int(vz_j.idxmin()) # Compute max/min for Mx mx_i_val, mx_j_val = float(mx_i.max()), float(mx_j.max()) if mx_i_val >= mx_j_val: - mx_max, mx_max_e = mx_i_val / 1000, int(mx_i.idxmax()) + mx_max, mx_max_e = mx_i_val, int(mx_i.idxmax()) else: - mx_max, mx_max_e = mx_j_val / 1000, int(mx_j.idxmax()) + mx_max, mx_max_e = mx_j_val, int(mx_j.idxmax()) mnx_i_val, mnx_j_val = float(mx_i.min()), float(mx_j.min()) if mnx_i_val <= mnx_j_val: - mx_min, mx_min_e = mnx_i_val / 1000, int(mx_i.idxmin()) + mx_min, mx_min_e = mnx_i_val, int(mx_i.idxmin()) else: - mx_min, mx_min_e = mnx_j_val / 1000, int(mx_j.idxmin()) + mx_min, mx_min_e = mnx_j_val, int(mx_j.idxmin()) # Compute max/min for My my_i_val, my_j_val = float(my_i.max()), float(my_j.max()) if my_i_val >= my_j_val: - my_max, my_max_e = my_i_val / 1000, int(my_i.idxmax()) + my_max, my_max_e = my_i_val, int(my_i.idxmax()) else: - my_max, my_max_e = my_j_val / 1000, int(my_j.idxmax()) + my_max, my_max_e = my_j_val, int(my_j.idxmax()) mny_i_val, mny_j_val = float(my_i.min()), float(my_j.min()) if mny_i_val <= mny_j_val: - my_min, my_min_e = mny_i_val / 1000, int(my_i.idxmin()) + my_min, my_min_e = mny_i_val, int(my_i.idxmin()) else: - my_min, my_min_e = mny_j_val / 1000, int(my_j.idxmin()) + my_min, my_min_e = mny_j_val, int(my_j.idxmin()) # Compute max/min for Mz mmxi, mmxj = float(mz_i.max()), float(mz_j.max()) if mmxi >= mmxj: - m_max, m_max_e = mmxi / 1000, int(mz_i.idxmax()) + m_max, m_max_e = mmxi, int(mz_i.idxmax()) else: - m_max, m_max_e = mmxj / 1000, int(mz_j.idxmax()) + m_max, m_max_e = mmxj, int(mz_j.idxmax()) mmni, mmnj = float(mz_i.min()), float(mz_j.min()) if mmni <= mmnj: - m_min, m_min_e = mmni / 1000, int(mz_i.idxmin()) + m_min, m_min_e = mmni, int(mz_i.idxmin()) else: - m_min, m_min_e = mmnj / 1000, int(mz_j.idxmin()) + m_min, m_min_e = mmnj, int(mz_j.idxmin()) # Group results by element to avoid redundant rows crit_eles = defaultdict( @@ -690,13 +824,9 @@ def print_critical_max_state(self): # 3. Search for absolute maximum within selected category for lc in relevant_lcs: for g_name, g_data in girder_map.items(): - if self.edge_dist > 0 and g_name in ["EB1", "EB2"]: - continue # Skip EB1 and EB2 when finding maximum - elements = g_data["elements"] try: - subset = self.ds.sel(Loadcase=lc, Element=elements, Component=comp)["forces"].copy() - + subset = self.ds.sel(Loadcase=lc, Element=elements, Component=comp)["forces"] # Find both max and min in this subset s_max = float(subset.max()) @@ -723,7 +853,7 @@ def print_critical_max_state(self): if crit_lc is None: print("❌ No results found.") - return # reactions vy start ra and end rb, point load and line load , point-coordinate,line-start and end + return print("\n" + "=" * 100) print(" " * 35 + "GLOBAL CRITICAL MAXIMUM SUMMARY") @@ -742,7 +872,7 @@ def print_critical_max_state(self): "Component": comp, "Girder": crit_girder, "Element": crit_ele, - "Value (kN/kNm)": f"{crit_val / 1000:.3f}", + "Value": f"{crit_val:.3f}", "Loadcase (Short)": short_lc, "Position": position_str }] @@ -757,9 +887,7 @@ def print_critical_max_state(self): elements = g_data["elements"] print(f"\n>>> Girder: {g_name}") try: - subset = self.ds.sel(Loadcase=crit_lc, Element=elements).copy() - - + subset = self.ds.sel(Loadcase=crit_lc, Element=elements) vx_i = subset.sel(Component="Vx_i")["forces"].values vx_j = subset.sel(Component="Vx_j")["forces"].values @@ -940,6 +1068,456 @@ def verify_sections(self): print(" " * 30 + "End of Verification (Exiting Analysis Tools)") print("=" * 105) + def print_load_extraction(self, include_moving=True): + """ + Extracts and prints load information for all dead load cases and (optionally) + moving load cases. Delegates to the same private helpers used by the + interactive menu (Option 7), ensuring a single source of truth. + """ + print("\n" + "=" * 110) + print(" " * 40 + "LOAD EXTRACTION REPORT") + print("=" * 110) + + # Build girder map for self-weight extraction + nodes, _, _ = self.build_grillage_connectivity() + g_map, _ = self.build_girders(verbose=False) + g_map = self.filter_girders(g_map) + + # 1. Girder Self Weight + self._print_girder_sw_extraction(g_map, nodes) + + # 2. Other Dead Loads (dynamically discovered) + for attr_name in sorted(vars(self.bridge).keys()): + val = getattr(self.bridge, attr_name) + if (attr_name.endswith("_load_case") + and attr_name != "self_weight_load_case" + and val is not None): + display_name = attr_name.replace("_", " ").title() + self._print_single_dead_lc_extraction(display_name, val) + + # 3. Moving Loads (Vehicles) + if include_moving and getattr(self.bridge, 'vehicle_load_cases_list', None): + for lc in self.bridge.vehicle_load_cases_list: + self._print_single_vehicle_extraction(lc) + + print("\n" + "=" * 110) + + + def _get_active_pts(self, load_obj): + """Helper to get non-None points from load attributes (fending off stale point_list).""" + pts = [] + for i in range(1, 9): + p = getattr(load_obj, f"load_point_{i}", None) + if p: + pts.append(p) + return pts + + @staticmethod + def _bound(da, db): + """ + Returns (max_kN, max_ele, min_kN, min_ele) from two xarray DataArrays + representing the i-node and j-node of a force/moment component. + Picks the governing value (larger magnitude) between the two ends. + """ + a_max, b_max = float(da.max()), float(db.max()) + a_min, b_min = float(da.min()), float(db.min()) + if a_max >= b_max: + v_max, e_max = a_max / 1000.0, int(da.idxmax()) + else: + v_max, e_max = b_max / 1000.0, int(db.idxmax()) + if a_min <= b_min: + v_min, e_min = a_min / 1000.0, int(da.idxmin()) + else: + v_min, e_min = b_min / 1000.0, int(db.idxmin()) + return v_max, e_max, v_min, e_min + + def query(self, category, **kwargs): + """ + Public programmatic API for querying ALL bridge analysis results. + Returns a nested list (array) of the requested data and the column headers. + + Parameters + ---------- + category : str + 'girder_sw', 'dead', 'moving', 'reactions', 'forces', + 'girder_paths', 'moving_trace', 'envelopes', 'critical_state' + kwargs : dict + - name : str (Load case or Category name) + - girder : str (Optional girder name) + - component : str (e.g., 'Vy_i', 'Mz_j') + + Returns + ------- + data : list of lists, columns : list + """ + df = None + name = kwargs.get('name') + girder = kwargs.get('girder') + comp = kwargs.get('component') + + if category == "girder_paths": + df = self._get_girder_paths_df(girder) + elif category == "girder_sw": + nodes, _, _ = self.build_grillage_connectivity() + g_map, _ = self.build_girders(verbose=False) + g_map = self.filter_girders(g_map) + df = self._get_girder_sw_df(g_map, nodes) + elif category == "dead": + if not name: return [], [] + lc = getattr(self.bridge, name, None) + df = self._get_dead_lc_df(name, lc) + elif category == "moving": + if not name: return [], [] + v_lcs = getattr(self.bridge, 'vehicle_load_cases_list', []) + target_lc = next((lc for lc in v_lcs if lc.name == name), None) + if target_lc: + df = self._get_vehicle_df(target_lc) + elif category == "reactions": + if not name: return [], [] + df = self._get_reactions_df(name, girder) + elif category == "forces": + if not name or not girder or not comp: return [], [] + df = self._get_forces_df(name, girder, comp) + elif category == "moving_trace": + if not name or not girder or not comp: return [], [] + df = self._get_moving_trace_df(name, girder, comp) + elif category == "envelopes": + df = self._get_envelopes_df(name, girder) + elif category == "critical_state": + if not name or not comp: return [], [] + df = self._get_critical_state_df(name, comp) + + if df is not None and not df.empty: + return df.values.tolist(), df.columns.tolist() + return [], [] + + def _get_girder_paths_df(self, girder_filter=None): + """Internal helper for Girder Paths (BFS results).""" + g_map, _ = self.build_girders(verbose=False) + g_map = self.filter_girders(g_map) + rows = [] + for g, data in g_map.items(): + if girder_filter and g != girder_filter: + continue + rows.append({"Girder": g, "Start": data["start"], "End": data["end"], "Length": round(data["length"], 3), "Nodes": str(data["path"])}) + return pd.DataFrame(rows) + + def _get_moving_trace_df(self, category_name, girder_name, component): + """Internal helper for Moving Load Trace.""" + g_map, _ = self.build_girders(verbose=False) + if girder_name not in g_map: return pd.DataFrame() + elements = g_map[girder_name]["elements"] + + lc_groups = self.classify_loadcases() + all_moving = lc_groups["vehicle_moving"] + relevant = [lc for lc in all_moving if category_name in lc] + + rows = [] + for lc in relevant: + try: + x_pos = float(lc.split("L")[-1]) if "L" in lc else 0.0 + subset = self.ds.sel(Loadcase=lc, Element=elements, Component=component)["forces"] + val = float(subset.max()) if "max" in component.lower() else float(subset.min()) + if abs(float(subset.min())) > abs(float(subset.max())): val = float(subset.min()) + rows.append({"X Pos": round(x_pos, 3), "LoadCase": lc, f"{component} (kN/kNm)": round(val/1000, 3)}) + except Exception: pass + return pd.DataFrame(rows) + + def _get_envelopes_df(self, lc_filter=None, g_filter=None): + """Internal helper for Max/Min Envelopes.""" + g_map, _ = self.build_girders(verbose=False) + g_map = self.filter_girders(g_map) + all_lcs = self.get_available_loadcases() + if lc_filter: all_lcs = [lc for lc in all_lcs if lc_filter in str(lc)] + + rows = [] + for lc in all_lcs: + for g_name, g_data in g_map.items(): + if g_filter and g_name != g_filter: continue + try: + subset = self.ds.sel(Loadcase=lc, Element=g_data["elements"])["forces"] + rows.append({ + "LoadCase": lc, "Girder": g_name, + "Max Vy": round(float(subset.sel(Component=["Vy_i", "Vy_j"]).max())/1000, 3), + "Min Vy": round(float(subset.sel(Component=["Vy_i", "Vy_j"]).min())/1000, 3), + "Max Mz": round(float(subset.sel(Component=["Mz_i", "Mz_j"]).max())/1000, 3), + "Min Mz": round(float(subset.sel(Component=["Mz_i", "Mz_j"]).min())/1000, 3) + }) + except Exception: pass + return pd.DataFrame(rows) + + def _get_critical_state_df(self, category_name, component): + """Internal helper for Critical Maximum State.""" + lc_groups = self.classify_loadcases() + relevant = [lc for lc in lc_groups["vehicle_moving"] if category_name in lc] + g_map, _ = self.build_girders(verbose=False) + g_map = self.filter_girders(g_map) + + best_val, best_lc, best_g, best_e = 0, None, None, None + for lc in relevant: + for g, data in g_map.items(): + try: + subset = self.ds.sel(Loadcase=lc, Element=data["elements"], Component=component)["forces"] + v = float(subset.max()) if abs(float(subset.max())) >= abs(float(subset.min())) else float(subset.min()) + if abs(v) > abs(best_val): + best_val, best_lc, best_g = v, lc, g + except Exception: pass + + if best_lc: + return pd.DataFrame([{ + "Category": category_name, "Component": component, + "Max Value": round(best_val/1000, 3), "LoadCase": best_lc, "Girder": best_g + }]) + return pd.DataFrame() + + def _get_reactions_df(self, load_case, girder_filter=None): + """Internal helper to build Reaction DataFrame for a specific load case.""" + nodes, _, _ = self.build_grillage_connectivity() + g_map, _ = self.build_girders(verbose=False) + g_map = self.filter_girders(g_map) + + rows = [] + for g_name, g_data in g_map.items(): + if girder_filter and g_name != girder_filter: + continue + + el_map = g_data["element_map"] + if not el_map: continue + + # Start node (Ra) from first element + eid_s, n1_s, _ = el_map[0] + # End node (Rb) from last element + eid_e, _, n2_e = el_map[-1] + + try: + nodes_s = ops.eleNodes(eid_s) + c_ra = "Vy_i" if n1_s == nodes_s[0] else "Vy_j" + nodes_e = ops.eleNodes(eid_e) + c_rb = "Vy_j" if n2_e == nodes_e[1] else "Vy_i" + + ra = float(self.ds.sel(Loadcase=load_case, Element=eid_s, Component=c_ra)["forces"]) / 1000 + rb = -float(self.ds.sel(Loadcase=load_case, Element=eid_e, Component=c_rb)["forces"]) / 1000 + + rows.append({"Girder": g_name, "Ra (kN)": round(ra, 3), "Rb (kN)": round(rb, 3)}) + except Exception: pass + return pd.DataFrame(rows) + + def _get_forces_df(self, load_case, girder_name, component): + """Internal helper to build Internal Force DataFrame for a girder's elements.""" + g_map, _ = self.build_girders(verbose=False) + if girder_name not in g_map: return pd.DataFrame() + + elements = g_map[girder_name]["elements"] + rows = [] + unit = "kN" if "V" in component else "kNm" + + for eid in elements: + try: + val = float(self.ds.sel(Loadcase=load_case, Element=eid, Component=component)["forces"]) / 1000 + rows.append({"Element": str(eid), f"{component} ({unit})": round(val, 3)}) + except Exception: pass + return pd.DataFrame(rows) + + def _get_girder_sw_df(self, girder_map, nodes): + """Internal helper to build the Girder Self weight DataFrame.""" + # 1. Identify magnitudes from bridge case + sw_mag_map = {} + if hasattr(self.bridge, 'self_weight_load_case') and self.bridge.self_weight_load_case: + for lg in self.bridge.self_weight_load_case.load_groups: + load = lg["load"] + if "line" in type(load).__name__.lower(): + pts = self._get_active_pts(load) + if pts: + sw_mag_map[round(pts[0].z, 3)] = pts[0].p / 1000.0 + + sw_data = [] + total_v_audit = 0 + for g_name, g_data in girder_map.items(): + s, e = nodes[g_data["start"]], nodes[g_data["end"]] + val = sw_mag_map.get(round(s[2], 3), 22.4) + L = math.sqrt((e[0]-s[0])**2 + (e[2]-s[2])**2) + total_v_audit += val * L + + sw_data.append({ + "Girder": g_name, "Type": "Line", + "Start X": round(s[0], 3), "Start Y": round(s[1], 3), "Start Z": round(s[2], 3), + "End X": round(e[0], 3), "End Y": round(e[1], 3), "End Z": round(e[2], 3), + "Value (kN/m)": round(val, 2) + }) + df = pd.DataFrame(sw_data) + df.attrs["total_v"] = total_v_audit + return df + + def _get_dead_lc_df(self, display_name, lc): + """Internal helper to build Dead Load Case DataFrame.""" + if not lc or not lc.load_groups: return pd.DataFrame() + + case_data = [] + total_v_audit = 0 + for i, lg in enumerate(lc.load_groups, 1): + load = lg["load"] + cname = type(load).__name__.lower() + pts = self._get_active_pts(load) + row = {"ID": i} + try: + if "line" in cname and len(pts) >= 2: + p1, p2 = pts[0], pts[1] + val = p1.p / 1000.0 + total_v_audit += val * math.sqrt((p2.x-p1.x)**2 + (p2.z-p1.z)**2) + row.update({"Type": "Line", "Start X": round(p1.x, 3), "Start Z": round(p1.z, 3), "End X": round(p2.x, 3), "End Z": round(p2.z, 3), "Value (kN/m)": round(val, 3)}) + elif "patch" in cname and len(pts) >= 4: + val = pts[0].p / 1000.0 + area = (max(p.x for p in pts) - min(p.x for p in pts)) * (max(p.z for p in pts) - min(p.z for p in pts)) + total_v_audit += val * area + row.update({"Type": "Patch", "P1 X": round(pts[0].x, 2), "P1 Z": round(pts[0].z, 2), "P2 X": round(pts[1].x, 2), "P2 Z": round(pts[1].z, 2), "P3 X": round(pts[2].x, 2), "P3 Z": round(pts[2].z, 2), "P4 X": round(pts[3].x, 2), "P4 Z": round(pts[3].z, 2), "Value (kN/m2)": round(val, 3)}) + elif "point" in cname and pts: + val = pts[0].p / 1000.0 + total_v_audit += val + row.update({"Type": "Point", "X": round(pts[0].x, 3), "Z": round(pts[0].z, 3), "Value (kN)": round(val, 3)}) + except Exception: pass + case_data.append(row) + df = pd.DataFrame(case_data) + df.attrs["total_v"] = total_v_audit + return df + + def _get_vehicle_df(self, lc): + """ + Build Moving Load (Vehicle) DataFrame using IRC6_2017 local geometry. + + For each vehicle in the load-case: + - Detects vehicle type from the load-case name (Class70R / ClassA) + - Reads the vehicle's global reference position from ospgrillage + - Calls the matching IRC6_2017 method for local axle X positions, + local wheel Z offsets, and per-axle loads + - Global wheel position = vehicle_global + local_offset + - Splits each axle load equally into 2 wheel loads (L / R) + - Falls back to raw point data for unrecognised vehicle types + """ + moving_data = [] + total_v_audit = 0.0 + lc_name = lc.name # e.g. "Case1 Class70R L1" or "Case1 ClassA L1" + + for lg in lc.load_groups: + load_obj = lg["load"] + + # ── 1. Recover global vehicle reference position ────────────────── + global_x = 0.0 + global_z = 0.0 + gc = getattr(load_obj, 'global_coord', None) + if gc is not None: + global_x = float(getattr(gc, 'x', 0.0)) + global_z = float(getattr(gc, 'z', 0.0)) + + # ── 2. Detect vehicle type → fetch IRC6 local geometry ──────────── + irc_data = None + if 'Class70R' in lc_name: + try: + irc_data = IRC6_2017.cl_204_1_Class70R_vehicle_wheel() + irc_data['_type'] = 'Class70R(W)' + except Exception: + pass + elif 'ClassA' in lc_name: + try: + irc_data = IRC6_2017.cl_204_1_ClassA_vehicle() + irc_data['_type'] = 'ClassA' + except Exception: + pass + + # ── 3a. IRC6 path: correct global positions + axle→wheel split ──── + if irc_data is not None: + axle_x_local = irc_data['x'] # local axle x positions (m) + wheel_z_local = irc_data['z'] # local wheel z offsets, e.g. [-0.965, +0.965] + axle_loads_N = irc_data['wheel_loads'] # per-axle load in N (kN=1000 in unit system) + + axle_counter = 1 + wheel_counter = 1 + + for local_x, axle_load_N in zip(axle_x_local, axle_loads_N): + global_axle_x = global_x + local_x # global longitudinal position + axle_load_kN = axle_load_N / 1000.0 # N → kN + wheel_load_kN = axle_load_kN / 2.0 # 2 wheels per axle + total_v_audit += axle_load_kN + + for w_idx, local_z in enumerate(wheel_z_local): + side = "L" if w_idx == 0 else "R" + global_wheel_z = global_z + local_z # global transverse position + + moving_data.append({ + "Axle": axle_counter, + "Axle Load (kN)": round(axle_load_kN, 2), + "Global Axle X (m)": round(global_axle_x, 3), + "Wheel": f"A{axle_counter}{side}", + "Side": side, + "Global X (m)": round(global_axle_x, 3), + "Global Z (m)": round(global_wheel_z, 3), + "Wheel Load (kN)": round(wheel_load_kN, 3), + }) + wheel_counter += 1 + + axle_counter += 1 + + # ── 3b. Fallback: read raw point data (unknown vehicle type) ────── + else: + sub_loads = ( + load_obj.compound_load_obj_list + if hasattr(load_obj, 'compound_load_obj_list') + else [load_obj] + ) + axle_counter = 1 + wheel_counter = 1 + + for sub_load in sub_loads: + pts = self._get_active_pts(sub_load) + if not pts: + continue + axle_load_kN = sum(p.p for p in pts) / 1000.0 + total_v_audit += axle_load_kN + + for p in pts: + moving_data.append({ + "Axle": axle_counter, + "Axle Load (kN)": round(axle_load_kN, 2), + "Global Axle X (m)": round(global_x + p.x, 3), + "Wheel": wheel_counter, + "Side": "-", + "Global X (m)": round(global_x + p.x, 3), + "Global Z (m)": round(global_z + p.z, 3), + "Wheel Load (kN)": round(p.p / 1000.0, 3), + }) + wheel_counter += 1 + axle_counter += 1 + + df = pd.DataFrame(moving_data) + df.attrs["total_v"] = total_v_audit + return df + + def _print_girder_sw_extraction(self, girder_map, nodes): + """Interactive view of girder self weight.""" + df = self._get_girder_sw_df(girder_map, nodes) + print(f"\n{'='*110}\n>>> GIRDER SELF WEIGHT\n{'-'*110}") + if not df.empty: + print(df.to_string(index=False)) + print(f"\nTotal Vertical Self-Weight: {df.attrs.get('total_v', 0):.2f} kN") + print("=" * 110) + + def _print_single_dead_lc_extraction(self, display_name, lc): + """Interactive view of dead load case.""" + df = self._get_dead_lc_df(display_name, lc) + print(f"\n{'='*110}\n>>> {display_name}\n{'-'*110}") + if not df.empty: + print(df.to_string(index=False)) + print(f"\nTotal Vertical Load in Case: {df.attrs.get('total_v', 0):.2f} kN") + print("=" * 110) + + def _print_single_vehicle_extraction(self, lc): + """Interactive view of vehicle load.""" + df = self._get_vehicle_df(lc) + print(f"\n{'='*110}\n>>> MOVING LOAD CONFIGURATION: {lc.name}\n{'-'*110}") + if not df.empty: + print(df.to_string(index=False)) + print(f"\nTotal Vehicle Weight (Vertical): {df.attrs.get('total_v', 0):.2f} kN") + print("=" * 110) + def run_interactive_viewer(self): while True: @@ -951,14 +1529,12 @@ def run_interactive_viewer(self): print("3. Show moving load trace") print("4. Show max/min envelopes") print("5. Show critical maximum state") - print("6. Show girder reactions (Ra, Rb)") print("0. Exit") print("==============================") main_choice = input("Enter choice: ").strip() if main_choice == "0": - self.verify_sections() break # ====================================================== @@ -1051,7 +1627,7 @@ def run_interactive_viewer(self): # ================= LOADCASE LOOP ================= while True: - self.print_load_availability() + print("\nSelect Loadcase:") for i, lc in enumerate(loadcases, 1): print(f"{i}. {lc}") @@ -1092,7 +1668,7 @@ def run_interactive_viewer(self): comp = component_map[r] - # ---------------- FORCES / MOMENTS ---------------- + # ---------------- FORCES ---------------- res = self.get_beam_element_results( girder_elements, lc, comp ) @@ -1103,12 +1679,11 @@ def run_interactive_viewer(self): data = [] for eid, val in res.items(): try: - # Handle potential array values to get a clean scalar and convert to kN/kNm - scalar_val = float(val) / 1000 if val is not None else val + # Handle potential array values to get a clean scalar + scalar_val = float(val) if val is not None else val except (TypeError, ValueError): scalar_val = val - unit = "kN" if "V" in comp else "kNm" - data.append({"Element": eid, f"{comp} ({unit})": scalar_val}) + data.append({"Element": eid, comp: scalar_val}) df = pd.DataFrame(data) print(df.to_string(index=False)) @@ -1148,8 +1723,7 @@ def run_interactive_viewer(self): continue # Show available moving load cases - self.print_load_availability() - print("\nSelect Moving Load Category:") + print("\nAvailable Moving Load Categories:") case_types = defaultdict(list) for lc in moving_lcs: parts = lc.split() @@ -1199,8 +1773,7 @@ def run_interactive_viewer(self): print("❌ Invalid selection") continue - self.print_load_availability() - lc_input = input("\nEnter Load Case Filter (e.g. 'ClassA') or leave blank for all: ").strip() + lc_input = input("Enter Load Case Filter (e.g. 'ClassA') or leave blank for all: ").strip() if not lc_input: lc_input = None self.print_envelopes(load_case_filter=lc_input, girder_filter=g_input) @@ -1210,36 +1783,5 @@ def run_interactive_viewer(self): self.print_critical_max_state() continue - elif main_choice == "6": - print("\n--- Girder Reactions Configuration ---") - girder_map, _ = self.build_girders(verbose=False) - girder_map = self.filter_girders(girder_map) - g_list = list(girder_map.keys()) - - print("\nSelect Girder:") - for i, g in enumerate(g_list, 1): - print(f"{i}. {g}") - print(f"{len(g_list)+1}. All Girders") - print("0. Back") - - g_choice = input("Enter choice: ").strip() - if g_choice == "0": continue - - if not g_choice or g_choice == str(len(g_list)+1): - g_input = None - elif g_choice.isdigit() and 1 <= int(g_choice) <= len(g_list): - g_input = g_list[int(g_choice)-1] - else: - print("❌ Invalid selection") - continue - - self.print_load_availability() - lc_input = input("\nEnter Load Case Filter (e.g. 'ClassA' or 'Dead') or leave blank for all: ").strip() - if not lc_input: lc_input = None - - self.print_girder_reactions(load_case_filter=lc_input, girder_filter=g_input) - continue - else: print("❌ Invalid option") - From eef862067d85e720e615deb1886b9867d54d9fb0 Mon Sep 17 00:00:00 2001 From: Manav Sharma Date: Wed, 1 Apr 2026 21:12:13 +0530 Subject: [PATCH 136/225] Corrected Code With All The Functions --- .../plate_girder/analysis_results.py | 345 +++++++++--------- 1 file changed, 174 insertions(+), 171 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/analysis_results.py b/src/osdagbridge/core/bridge_types/plate_girder/analysis_results.py index 475c5d93b..e87b5954b 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/analysis_results.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/analysis_results.py @@ -412,10 +412,6 @@ def build_girders(self, verbose=True): name = "EB1" elif i == num_pairs: name = "EB2" - else: - name = f"G{i - 1}" - else: - name = f"G{i}" path = self.bfs_shortest_path(adj, s, e) path_elements, element_map = self.get_elements_along_path(path, elements) @@ -450,16 +446,7 @@ def build_girders(self, verbose=True): return girder_map, elements def filter_girders(self, girder_map): - if self.edge_dist > 0: - # If there's an overhang, show everything (EB1, G1...Gn, EB2) - return girder_map - else: - # If no overhang (dist=0), hide the physical edge girders (G1 and Gn) - keys = list(girder_map.keys()) - if len(keys) <= 2: - return girder_map - filtered_keys = keys[1:-1] - return {k: girder_map[k] for k in filtered_keys} + return girder_map # ======================================================== # PRINT MOVING LOAD TRACE @@ -525,23 +512,25 @@ def to_list(val): # 5. Get results for this girder and loadcase try: - subset = self.ds.sel(Loadcase=lc, Element=elements) + subset = self.ds.sel(Loadcase=lc, Element=elements).copy() + + # Extract values and create DataFrame df = pd.DataFrame({ "Element": elements, - "Vx_i": subset.sel(Component="Vx_i")["forces"].values, - "Vx_j": subset.sel(Component="Vx_j")["forces"].values, - "Vy_i": subset.sel(Component="Vy_i")["forces"].values, - "Vy_j": subset.sel(Component="Vy_j")["forces"].values, - "Vz_i": subset.sel(Component="Vz_i")["forces"].values, - "Vz_j": subset.sel(Component="Vz_j")["forces"].values, - "Mx_i": subset.sel(Component="Mx_i")["forces"].values, - "Mx_j": subset.sel(Component="Mx_j")["forces"].values, - "My_i": subset.sel(Component="My_i")["forces"].values, - "My_j": subset.sel(Component="My_j")["forces"].values, - "Mz_i": subset.sel(Component="Mz_i")["forces"].values, - "Mz_j": subset.sel(Component="Mz_j")["forces"].values, + "Vx_i (kN)": subset.sel(Component="Vx_i")["forces"].values / 1000, + "Vx_j (kN)": subset.sel(Component="Vx_j")["forces"].values / 1000, + "Vy_i (kN)": subset.sel(Component="Vy_i")["forces"].values / 1000, + "Vy_j (kN)": subset.sel(Component="Vy_j")["forces"].values / 1000, + "Vz_i (kN)": subset.sel(Component="Vz_i")["forces"].values / 1000, + "Vz_j (kN)": subset.sel(Component="Vz_j")["forces"].values / 1000, + "Mx_i (kNm)": subset.sel(Component="Mx_i")["forces"].values / 1000, + "Mx_j (kNm)": subset.sel(Component="Mx_j")["forces"].values / 1000, + "My_i (kNm)": subset.sel(Component="My_i")["forces"].values / 1000, + "My_j (kNm)": subset.sel(Component="My_j")["forces"].values / 1000, + "Mz_i (kNm)": subset.sel(Component="Mz_i")["forces"].values / 1000, + "Mz_j (kNm)": subset.sel(Component="Mz_j")["forces"].values / 1000, }) print(df.to_string(index=False)) @@ -592,142 +581,39 @@ def to_list(val): if g_filter and girder_name not in g_filter: continue + if self.edge_dist > 0 and girder_name in ["EB1", "EB2"]: + continue # dont calculate it for calculating other values + elements = girder_data["elements"] try: # Select ONLY this loadcase and elements for this girder - subset = self.ds.sel(Loadcase=lc, Element=elements) - - # --- Vy Envelope --- - vy_i = subset.sel(Component="Vy_i")["forces"] - vy_j = subset.sel(Component="Vy_j")["forces"] - - # --- Vx Envelope --- - vx_i = subset.sel(Component="Vx_i")["forces"] - vx_j = subset.sel(Component="Vx_j")["forces"] - - # --- Vz Envelope --- - vz_i = subset.sel(Component="Vz_i")["forces"] - vz_j = subset.sel(Component="Vz_j")["forces"] - - # --- Mx Envelope --- - mx_i = subset.sel(Component="Mx_i")["forces"] - mx_j = subset.sel(Component="Mx_j")["forces"] - - # --- My Envelope --- - my_i = subset.sel(Component="My_i")["forces"] - my_j = subset.sel(Component="My_j")["forces"] - - # --- Mz Envelope --- - mz_i = subset.sel(Component="Mz_i")["forces"] - mz_j = subset.sel(Component="Mz_j")["forces"] - - # Compute max/min for Vy - mxi, mxj = float(vy_i.max()), float(vy_j.max()) - if mxi >= mxj: - v_max, v_max_e = mxi, int(vy_i.idxmax()) - else: - v_max, v_max_e = mxj, int(vy_j.idxmax()) - - mni, mnj = float(vy_i.min()), float(vy_j.min()) - if mni <= mnj: - v_min, v_min_e = mni, int(vy_i.idxmin()) - else: - v_min, v_min_e = mnj, int(vy_j.idxmin()) - - # Compute max/min for Vx - mx_i_val, mx_j_val = float(vx_i.max()), float(vx_j.max()) - if mx_i_val >= mx_j_val: - vx_max, vx_max_e = mx_i_val, int(vx_i.idxmax()) - else: - vx_max, vx_max_e = mx_j_val, int(vx_j.idxmax()) - - mn_i_val, mn_j_val = float(vx_i.min()), float(vx_j.min()) - if mn_i_val <= mn_j_val: - vx_min, vx_min_e = mn_i_val, int(vx_i.idxmin()) - else: - vx_min, vx_min_e = mn_j_val, int(vx_j.idxmin()) - - # Compute max/min for Vz - mz_i_val, mz_j_val = float(vz_i.max()), float(vz_j.max()) - if mz_i_val >= mz_j_val: - vz_max, vz_max_e = mz_i_val, int(vz_i.idxmax()) - else: - vz_max, vz_max_e = mz_j_val, int(vz_j.idxmax()) + subset = self.ds.sel(Loadcase=lc, Element=elements).copy() - mnz_i_val, mnz_j_val = float(vz_i.min()), float(vz_j.min()) - if mnz_i_val <= mnz_j_val: - vz_min, vz_min_e = mnz_i_val, int(vz_i.idxmin()) - else: - vz_min, vz_min_e = mnz_j_val, int(vz_j.idxmin()) - - # Compute max/min for Mx - mx_i_val, mx_j_val = float(mx_i.max()), float(mx_j.max()) - if mx_i_val >= mx_j_val: - mx_max, mx_max_e = mx_i_val, int(mx_i.idxmax()) - else: - mx_max, mx_max_e = mx_j_val, int(mx_j.idxmax()) - mnx_i_val, mnx_j_val = float(mx_i.min()), float(mx_j.min()) - if mnx_i_val <= mnx_j_val: - mx_min, mx_min_e = mnx_i_val, int(mx_i.idxmin()) - else: - mx_min, mx_min_e = mnx_j_val, int(mx_j.idxmin()) - - # Compute max/min for My - my_i_val, my_j_val = float(my_i.max()), float(my_j.max()) - if my_i_val >= my_j_val: - my_max, my_max_e = my_i_val, int(my_i.idxmax()) - else: - my_max, my_max_e = my_j_val, int(my_j.idxmax()) - mny_i_val, mny_j_val = float(my_i.min()), float(my_j.min()) - if mny_i_val <= mny_j_val: - my_min, my_min_e = mny_i_val, int(my_i.idxmin()) - else: - my_min, my_min_e = mny_j_val, int(my_j.idxmin()) - - # Compute max/min for Mz - mmxi, mmxj = float(mz_i.max()), float(mz_j.max()) - if mmxi >= mmxj: - m_max, m_max_e = mmxi, int(mz_i.idxmax()) - else: - m_max, m_max_e = mmxj, int(mz_j.idxmax()) + # --- Compact envelope computation via _bound helper --- + _COMP_PAIRS = [ + ("Vy", "Vy_i", "Vy_j", "kN"), + ("Vx", "Vx_i", "Vx_j", "kN"), + ("Vz", "Vz_i", "Vz_j", "kN"), + ("Mx", "Mx_i", "Mx_j", "kNm"), + ("My", "My_i", "My_j", "kNm"), + ("Mz", "Mz_i", "Mz_j", "kNm"), + ] + _COLS = [ + f"{mm} {n} ({u})" + for n, ci, cj, u in _COMP_PAIRS + for mm in ("Max", "Min") + ] + crit_eles = defaultdict(lambda: dict.fromkeys(_COLS, "-")) - mmni, mmnj = float(mz_i.min()), float(mz_j.min()) - if mmni <= mmnj: - m_min, m_min_e = mmni, int(mz_i.idxmin()) - else: - m_min, m_min_e = mmnj, int(mz_j.idxmin()) - - # Group results by element to avoid redundant rows - crit_eles = defaultdict( - lambda: { - "Max Vy (kN)": "-", - "Min Vy (kN)": "-", - "Max Vx (kN)": "-", - "Min Vx (kN)": "-", - "Max Vz (kN)": "-", - "Min Vz (kN)": "-", - "Max Mx (kNm)": "-", - "Min Mx (kNm)": "-", - "Max My (kNm)": "-", - "Min My (kNm)": "-", - "Max Mz (kNm)": "-", - "Min Mz (kNm)": "-", - }) - crit_eles[v_max_e]["Max Vy (kN)"] = f"{v_max:.3f}" - crit_eles[v_min_e]["Min Vy (kN)"] = f"{v_min:.3f}" - crit_eles[vx_max_e]["Max Vx (kN)"] = f"{vx_max:.3f}" - crit_eles[vx_min_e]["Min Vx (kN)"] = f"{vx_min:.3f}" - crit_eles[vz_max_e]["Max Vz (kN)"] = f"{vz_max:.3f}" - crit_eles[vz_min_e]["Min Vz (kN)"] = f"{vz_min:.3f}" - crit_eles[mx_max_e]["Max Mx (kNm)"] = f"{mx_max:.3f}" - crit_eles[mx_min_e]["Min Mx (kNm)"] = f"{mx_min:.3f}" - crit_eles[my_max_e]["Max My (kNm)"] = f"{my_max:.3f}" - crit_eles[my_min_e]["Min My (kNm)"] = f"{my_min:.3f}" - crit_eles[m_max_e]["Max Mz (kNm)"] = f"{m_max:.3f}" - crit_eles[m_min_e]["Min Mz (kNm)"] = f"{m_min:.3f}" + for label, ci, cj, unit in _COMP_PAIRS: + da = subset.sel(Component=ci)["forces"] + db = subset.sel(Component=cj)["forces"] + v_max, e_max, v_min, e_min = self._bound(da, db) + crit_eles[e_max][f"Max {label} ({unit})"] = f"{v_max:.3f}" + crit_eles[e_min][f"Min {label} ({unit})"] = f"{v_min:.3f}" # Add to loadcase data for eid in sorted(crit_eles.keys()): @@ -824,9 +710,13 @@ def print_critical_max_state(self): # 3. Search for absolute maximum within selected category for lc in relevant_lcs: for g_name, g_data in girder_map.items(): + if self.edge_dist > 0 and g_name in ["EB1", "EB2"]: + continue # Skip EB1 and EB2 when finding maximum + elements = g_data["elements"] try: - subset = self.ds.sel(Loadcase=lc, Element=elements, Component=comp)["forces"] + subset = self.ds.sel(Loadcase=lc, Element=elements, Component=comp)["forces"].copy() + # Find both max and min in this subset s_max = float(subset.max()) @@ -853,7 +743,7 @@ def print_critical_max_state(self): if crit_lc is None: print("❌ No results found.") - return + return # reactions vy start ra and end rb, point load and line load , point-coordinate,line-start and end print("\n" + "=" * 100) print(" " * 35 + "GLOBAL CRITICAL MAXIMUM SUMMARY") @@ -872,7 +762,7 @@ def print_critical_max_state(self): "Component": comp, "Girder": crit_girder, "Element": crit_ele, - "Value": f"{crit_val:.3f}", + "Value (kN/kNm)": f"{crit_val / 1000:.3f}", "Loadcase (Short)": short_lc, "Position": position_str }] @@ -887,7 +777,9 @@ def print_critical_max_state(self): elements = g_data["elements"] print(f"\n>>> Girder: {g_name}") try: - subset = self.ds.sel(Loadcase=crit_lc, Element=elements) + subset = self.ds.sel(Loadcase=crit_lc, Element=elements).copy() + + vx_i = subset.sel(Component="Vx_i")["forces"].values vx_j = subset.sel(Component="Vx_j")["forces"].values @@ -1444,13 +1336,13 @@ def _get_vehicle_df(self, lc): moving_data.append({ "Axle": axle_counter, - "Axle Load (kN)": round(axle_load_kN, 2), + "Axle Load (t)": round(axle_load_kN, 2), "Global Axle X (m)": round(global_axle_x, 3), "Wheel": f"A{axle_counter}{side}", "Side": side, "Global X (m)": round(global_axle_x, 3), "Global Z (m)": round(global_wheel_z, 3), - "Wheel Load (kN)": round(wheel_load_kN, 3), + "Wheel Load (t)": round(wheel_load_kN, 3), }) wheel_counter += 1 @@ -1476,13 +1368,13 @@ def _get_vehicle_df(self, lc): for p in pts: moving_data.append({ "Axle": axle_counter, - "Axle Load (kN)": round(axle_load_kN, 2), + "Axle Load (t)": round(axle_load_kN, 2), "Global Axle X (m)": round(global_x + p.x, 3), "Wheel": wheel_counter, "Side": "-", "Global X (m)": round(global_x + p.x, 3), "Global Z (m)": round(global_z + p.z, 3), - "Wheel Load (kN)": round(p.p / 1000.0, 3), + "Wheel Load (t)": round(p.p / 1000.0, 3), }) wheel_counter += 1 axle_counter += 1 @@ -1522,19 +1414,22 @@ def run_interactive_viewer(self): while True: - print("\n==============================") + print("==============================") print("Select Option:") print("1. Show girder paths (BFS)") print("2. Show Analysis Result") print("3. Show moving load trace") print("4. Show max/min envelopes") print("5. Show critical maximum state") + print("6. Show girder reactions (Ra, Rb)") + print("7. Load Extraction (Dead + Moving)") print("0. Exit") print("==============================") main_choice = input("Enter choice: ").strip() if main_choice == "0": + self.verify_sections() break # ====================================================== @@ -1627,7 +1522,7 @@ def run_interactive_viewer(self): # ================= LOADCASE LOOP ================= while True: - + self.print_load_availability() print("\nSelect Loadcase:") for i, lc in enumerate(loadcases, 1): print(f"{i}. {lc}") @@ -1668,7 +1563,7 @@ def run_interactive_viewer(self): comp = component_map[r] - # ---------------- FORCES ---------------- + # ---------------- FORCES / MOMENTS ---------------- res = self.get_beam_element_results( girder_elements, lc, comp ) @@ -1679,11 +1574,12 @@ def run_interactive_viewer(self): data = [] for eid, val in res.items(): try: - # Handle potential array values to get a clean scalar - scalar_val = float(val) if val is not None else val + # Handle potential array values to get a clean scalar and convert to kN/kNm + scalar_val = float(val) / 1000 if val is not None else val except (TypeError, ValueError): scalar_val = val - data.append({"Element": eid, comp: scalar_val}) + unit = "kN" if "V" in comp else "kNm" + data.append({"Element": eid, f"{comp} ({unit})": scalar_val}) df = pd.DataFrame(data) print(df.to_string(index=False)) @@ -1723,7 +1619,8 @@ def run_interactive_viewer(self): continue # Show available moving load cases - print("\nAvailable Moving Load Categories:") + self.print_load_availability() + print("\nSelect Moving Load Category:") case_types = defaultdict(list) for lc in moving_lcs: parts = lc.split() @@ -1773,7 +1670,8 @@ def run_interactive_viewer(self): print("❌ Invalid selection") continue - lc_input = input("Enter Load Case Filter (e.g. 'ClassA') or leave blank for all: ").strip() + self.print_load_availability() + lc_input = input("\nEnter Load Case Filter (e.g. 'ClassA') or leave blank for all: ").strip() if not lc_input: lc_input = None self.print_envelopes(load_case_filter=lc_input, girder_filter=g_input) @@ -1783,5 +1681,110 @@ def run_interactive_viewer(self): self.print_critical_max_state() continue + elif main_choice == "6": + print("\n--- Girder Reactions Configuration ---") + girder_map, _ = self.build_girders(verbose=False) + girder_map = self.filter_girders(girder_map) + g_list = list(girder_map.keys()) + + print("\nSelect Girder:") + for i, g in enumerate(g_list, 1): + print(f"{i}. {g}") + print(f"{len(g_list)+1}. All Girders") + print("0. Back") + + g_choice = input("Enter choice: ").strip() + if g_choice == "0": continue + + if not g_choice or g_choice == str(len(g_list)+1): + g_input = None + elif g_choice.isdigit() and 1 <= int(g_choice) <= len(g_list): + g_input = g_list[int(g_choice)-1] + else: + print("❌ Invalid selection") + continue + + self.print_load_availability() + lc_input = input("\nEnter Load Case Filter (e.g. 'ClassA' or 'Dead') or leave blank for all: ").strip() + if not lc_input: lc_input = None + + self.print_girder_reactions(load_case_filter=lc_input, girder_filter=g_input) + continue + + # ====================================================== + # OPTION 7 → LOAD EXTRACTION (LADDER-WISE) + # ====================================================== + elif main_choice == "7": + while True: + print("\n--- Load Extraction Category ---") + print("1. Dead Loads") + print("2. Moving Loads (Vehicles)") + print("0. Back") + + cat = input("Enter choice: ").strip() + if cat == "0": break + + if cat == "1": + # Dead Load Ladder - Dynamically discovered + avail_dead = [("Girder Self Weight", "self_weight_load_case")] + found_lcs = [] + for attr in sorted(vars(self.bridge).keys()): + val = getattr(self.bridge, attr) + if attr.endswith("_load_case") and attr != "self_weight_load_case" and val is not None: + display_name = attr.replace("_", " ").title() + found_lcs.append((display_name, attr)) + avail_dead.extend(found_lcs) + + if not avail_dead: + print("❌ No dead load cases found.") + continue + + while True: + print("\nSelect Dead Load Case:") + for i, (name, _) in enumerate(avail_dead, 1): + print(f"{i}. {name}") + print("0. Back") + + lc_idx = input("Enter choice: ").strip() + if lc_idx == "0": break + + if lc_idx.isdigit() and 1 <= int(lc_idx) <= len(avail_dead): + name, attr = avail_dead[int(lc_idx)-1] + lc = getattr(self.bridge, attr) + if name == "Girder Self Weight": + nodes, elements, _ = self.build_grillage_connectivity() + g_map, _ = self.build_girders(verbose=False) + g_map = self.filter_girders(g_map) + self._print_girder_sw_extraction(g_map, nodes) + else: + self._print_single_dead_lc_extraction(name, lc) + else: + print("❌ Invalid selection") + + elif cat == "2": + # Moving Load Ladder + if not hasattr(self.bridge, 'vehicle_load_cases_list') or not self.bridge.vehicle_load_cases_list: + print("❌ No vehicle load cases found.") + continue + + v_lcs = self.bridge.vehicle_load_cases_list + while True: + print("\nSelect Vehicle Case:") + for i, lc in enumerate(v_lcs, 1): + print(f"{i}. {lc.name}") + print("0. Back") + + v_idx = input("Enter choice: ").strip() + if v_idx == "0": break + + if v_idx.isdigit() and 1 <= int(v_idx) <= len(v_lcs): + self._print_single_vehicle_extraction(v_lcs[int(v_idx)-1]) + else: + print("❌ Invalid selection") + else: + print("❌ Invalid option") + continue + else: print("❌ Invalid option") + From 7bc8e22472f86277e8347ee3febb52b1809e17d7 Mon Sep 17 00:00:00 2001 From: mhsuhail00 Date: Fri, 10 Apr 2026 17:46:34 +0530 Subject: [PATCH 137/225] Connect 2D cad, added req.field validation, Design setup - Connect 2D Cad updation with self.input_dict - Single enhanced workflow for validation + 2d cad updation - Added automated required-fields '*' and validation (making field red) - Setup Loading popup on design and 3d-cad render and cleanup on unlock --- .../bridge_types/plate_girder/defaults.py | 6 +- .../bridge_types/plate_girder/ui_fields.py | 17 +- .../bridge_types/plate_girder/validator.py | 3 +- src/osdagbridge/core/utils/common.py | 4 +- src/osdagbridge/desktop/ui/cad_3d.py | 89 +++++-- .../desktop/ui/dialogs/loading_popup.py | 241 ++++++++++++++++++ .../desktop/ui/docks/cad_dual_view.py | 41 ++- .../desktop/ui/docks/dock_utils.py | 28 ++ .../desktop/ui/docks/input_dock.py | 139 +++++++--- .../desktop/ui/{plots_UI.py => plots_ui.py} | 0 src/osdagbridge/desktop/ui/template_page.py | 160 ++++++++---- 11 files changed, 601 insertions(+), 127 deletions(-) create mode 100644 src/osdagbridge/desktop/ui/dialogs/loading_popup.py rename src/osdagbridge/desktop/ui/{plots_UI.py => plots_ui.py} (100%) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/defaults.py b/src/osdagbridge/core/bridge_types/plate_girder/defaults.py index 847e0b7b5..1d6dfcf34 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/defaults.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/defaults.py @@ -512,9 +512,9 @@ def get_ai_median_defaults(median_type: str) -> dict[str, float | None]: DEFAULTS_DICT = { # Input Dock Defaults KEY_STRUCTURE_TYPE: "Highway Bridge", - KEY_PROJECT_LOCATION: None, - KEY_SPAN: DEFAULT_SPAN_M, - KEY_CARRIAGEWAY_WIDTH: DEFAULT_CARRIAGEWAY_WIDTH_M, + KEY_PROJECT_LOCATION: None, # Required field will be none by default + KEY_SPAN: None, + KEY_CARRIAGEWAY_WIDTH: None, KEY_INCLUDE_MEDIAN: "No", KEY_FOOTPATH: "None", KEY_SKEW_ANGLE: DEFAULT_SKEW_ANGLE_DEG, diff --git a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py index b052dc725..bf83913d0 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py @@ -54,6 +54,11 @@ # TYPE_NOTE attr : str — attribute name to set on InputDock so domain logic can call .setVisible() on the label + + # For requied field, tupple[6]["required"] = True, InputDock will check + if the value is filled before design, if not, show error and prevent design. + + # Required field also automatically adds the '*' symbol after the display label, e.g. "Project Location*" """ @@ -111,12 +116,16 @@ def input_values(self): # ── Project Location ────────────────────────────────────────────── (KEY_SECTION_PROJECT, DISP_TITLE_PROJECT, TYPE_TITLE, None, True, "No Validator", - {"container": "main", "show_group_title": False}), + { + "container": "main", + "show_group_title": False + }), - (KEY_PROJECT_LOCATION, "Project Location*", TYPE_BUTTON, None, True, "No Validator", + (KEY_PROJECT_LOCATION, "Project Location", TYPE_BUTTON, None, True, "No Validator", { "action": "show_project_location_dialog", "button_label": "Select Location", + "required": True, }), # ── Geometric Details ───────────────────────────────────────────── @@ -126,12 +135,14 @@ def input_values(self): (KEY_SPAN, KEY_DISP_SPAN, TYPE_TEXTBOX, None, True, "Double Validator", { "placeholder": f"{SPAN_MIN}–{SPAN_MAX} m", + "required": True, }), (KEY_CARRIAGEWAY_WIDTH, KEY_DISP_CARRIAGEWAY_WIDTH, TYPE_TEXTBOX, None, True, "Double Validator", { - "placeholder_dynamic": "_carriageway_placeholder_text" + "placeholder_dynamic": "_carriageway_placeholder_text", + "required": True, }), (KEY_INCLUDE_MEDIAN, "Include Median", TYPE_COMBOBOX, VALUES_NO_YES, diff --git a/src/osdagbridge/core/bridge_types/plate_girder/validator.py b/src/osdagbridge/core/bridge_types/plate_girder/validator.py index b3756bbab..ad47911d6 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/validator.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/validator.py @@ -45,7 +45,8 @@ def validate_basic_inputs(self, key: str, inputs: dict) -> dict: min_w = CARRIAGEWAY_WIDTH_MIN_WITH_MEDIAN if median else CARRIAGEWAY_WIDTH_MIN return min_w, "Carriageway width must be specified." - assumed_lanes = 2 if median else 1 + assumed_lanes = 2 if median == 'Yes' else 1 + required_width = IRC5_2015.cl_104_3_1_carriageway_width(carriageway_width, assumed_lanes) if carriageway_width < required_width: diff --git a/src/osdagbridge/core/utils/common.py b/src/osdagbridge/core/utils/common.py index 2b0e015ea..83a08e48e 100644 --- a/src/osdagbridge/core/utils/common.py +++ b/src/osdagbridge/core/utils/common.py @@ -74,8 +74,8 @@ DISP_TITLE_PROJECT = "Project Location" KEY_DISP_PROJECT_LOCATION = "City in India*" DISP_TITLE_GEOMETRIC = "Geometric Details" -KEY_DISP_SPAN = "Span*" -KEY_DISP_CARRIAGEWAY_WIDTH = "Carriageway Width*\n(Each way)" +KEY_DISP_SPAN = "Span" +KEY_DISP_CARRIAGEWAY_WIDTH = "Carriageway Width\n(Each way)" KEY_DISP_FOOTPATH = "Footpath" KEY_DISP_SKEW_ANGLE = "Skew Angle" DISP_TITLE_MATERIAL = "Material Inputs" diff --git a/src/osdagbridge/desktop/ui/cad_3d.py b/src/osdagbridge/desktop/ui/cad_3d.py index c50ddcba0..58b678c12 100644 --- a/src/osdagbridge/desktop/ui/cad_3d.py +++ b/src/osdagbridge/desktop/ui/cad_3d.py @@ -30,7 +30,6 @@ # Custom 3D Viewer from osdagbridge.desktop.ui.utils.custom_3dviewer import CustomViewer3d - class CAD3DWindow(QWidget): """ Main 3D CAD window for OsdagBridge. @@ -39,14 +38,9 @@ class CAD3DWindow(QWidget): def __init__(self, parent=None): super().__init__(parent) - self.setWindowTitle("OsdagBridge 3D CAD Viewer") - self.resize(1200, 800) - # CAD generator self.generator = PlateGirderCADGenerator() - self.generator.model_data = self.generator.generate() - # Internal CAD state self.viewer = None self.display = None @@ -54,31 +48,27 @@ def __init__(self, parent=None): # UI + CAD setup self.setup_ui() - self.init_display() + self.init_display() # Only initializes the viewer, does NOT render - # UI SETUP + # ── UI SETUP ────────────────────────────────────────────────────────────── def setup_ui(self): - self.layout = QVBoxLayout(self) self.layout.setContentsMargins(0, 0, 0, 0) - # Component selector + # Component selector — hidden until render_3d_cad() is called self.component_selector = BridgeComponentCheckbox(self) self.component_selector.hide() self.layout.addWidget(self.component_selector) - - # CAD INITIALIZATION + # ── CAD INITIALIZATION (viewer only, no render) ─────────────────────────── def init_display(self): """ - CAD initialization. - - - Creates CustomViewer3d - - Defers InitDriver for safety + Initialize the 3D viewer widget only. + Does NOT generate or render any geometry. + Call render_3d_cad() to render the model. """ - load_backend("pyside6") self.viewer = CustomViewer3d(self) @@ -93,36 +83,75 @@ def _deferred_init_driver(self): self.viewer.InitDriver() self._cad_init_pending = False - self._complete_cad_init() - self.load_bridge() def _complete_cad_init(self): """ Complete CAD setup after InitDriver. REQUIRED for hover, selection, view cube. """ - self.display = self.viewer._display self.viewer.context = self.display.Context self.viewer.view = self.display.View self.display.set_bg_gradient_color([255, 255, 255], [126, 126, 126]) - - self.viewer.context.SetAutomaticHilight(False) if hasattr(self.viewer, "display_view_cube"): self.viewer.display_view_cube() - # ADD ZOOM BUTTONS self.create_cad_view_controls() def _is_display_ready(self): return self.display is not None and not self._cad_init_pending - # CAD DISPLAY + # ── RENDER / CLEAR ──────────────────────────────────────────────────────── + + def render_3d_cad(self): + """ + Generate and render the 3D bridge model on the display. + Shows the component selector checkboxes after rendering. + Safe to call multiple times — clears previous model first. + """ + if not self._is_display_ready(): + return + + # Generate fresh model data + self.generator.model_data = self.generator.generate() + + # Render on display + self.load_bridge() + + # Show component selector + self.component_selector.show() + + def clear_3d_cad(self): + """ + Clear the 3D model from the display and hide the component selector. + """ + if not self._is_display_ready(): + return + + # Clear all AIS objects from context + if hasattr(self.viewer, "cleanup_for_new_model"): + self.viewer.cleanup_for_new_model() + self.display.EraseAll() + self.display.Repaint() + + # Reset tracked objects + self.viewer.model_ais_objects = {} + self.viewer.model_hover_labels = {} + if hasattr(self.viewer, "deck_texture_ais"): + self.viewer.deck_texture_ais = [] + + # Hide component selector + self.component_selector.hide() + + # Reset checkboxes to default state (Model checked) + self.component_selector.reset() + + # ── CAD DISPLAY ─────────────────────────────────────────────────────────── def load_bridge(self): if not self._is_display_ready(): return @@ -527,6 +556,18 @@ def _on_click(self, component_key, clicked_cb, checked): model_cb.setChecked(True) model_cb.blockSignals(False) self.parent.show_full_model() + + def reset(self): + """Reset all checkboxes to default state (Model selected, others unchecked).""" + for cb in self.checkboxes: + cb.blockSignals(True) + cb.setChecked(False) + cb.blockSignals(False) + + # Re-check "Model" as default + self.checkboxes[0].blockSignals(True) + self.checkboxes[0].setChecked(True) + self.checkboxes[0].blockSignals(False) # Standalone Testing---------------------------- def main(): diff --git a/src/osdagbridge/desktop/ui/dialogs/loading_popup.py b/src/osdagbridge/desktop/ui/dialogs/loading_popup.py new file mode 100644 index 000000000..30f1c7225 --- /dev/null +++ b/src/osdagbridge/desktop/ui/dialogs/loading_popup.py @@ -0,0 +1,241 @@ +import sys +import multiprocessing as mp +from PySide6.QtWidgets import QApplication, QVBoxLayout, QDialog, QLabel +from PySide6.QtCore import Qt, QTimer +from PySide6.QtGui import QPainter, QColor, QPen, QIcon + +class CircularProgressWidget(QLabel): + def __init__(self, is_light_theme, parent=None): + super().__init__(parent) + self.angle = 0 + self.is_light_theme = is_light_theme + self.setFixedSize(100, 100) + + # Higher frame rate for smoother motion + self.timer = QTimer() + self.timer.timeout.connect(self.rotate) + # ~60 FPS for ultra smooth animation + self.timer.start(16) + + def rotate(self): + # Smaller increment for ultra-smooth rotation (3 degrees instead of 6) + self.angle = (self.angle - 6) % 360 + self.update() + + def paintEvent(self, event): + painter = QPainter(self) + + # Enable high-quality rendering + painter.setRenderHint(QPainter.RenderHint.Antialiasing, True) + painter.setRenderHint(QPainter.RenderHint.SmoothPixmapTransform, True) + + # Calculate center and radius using integers from the start + rect = self.rect() + center_x = rect.width() // 2 + center_y = rect.height() // 2 + radius = min(center_x, center_y) - 12 + + # Ensure all coordinates are integers + x = center_x - radius + y = center_y - radius + w = 2 * radius + h = 2 * radius + + # Set up pen with precise width + pen = QPen() + pen.setWidthF(3.0) # Use floating point width + pen.setCapStyle(Qt.PenCapStyle.RoundCap) + pen.setJoinStyle(Qt.PenJoinStyle.RoundJoin) + + # Draw background circle with subtle color + pen.setColor(QColor(230, 230, 230)) # Lighter background + painter.setPen(pen) + painter.drawEllipse(x, y, w, h) + + # Draw progress arc with precise positioning + # Simplified theme detection - you can pass theme via pipe if needed + if self.is_light_theme: + pen.setColor(QColor(0x90, 0xAF, 0x13)) #90AF13 + else: + pen.setColor(QColor(0x6B, 0x7D, 0x20)) #6B7D20 + painter.setPen(pen) + + # Use integer angles + start_angle = int(self.angle * 16) # Qt uses 16ths of a degree + span_angle = 80 * 16 # Arc span + + painter.drawArc(x, y, w, h, start_angle, span_angle) + + def stop_animation(self): + self.timer.stop() + + +class ModernLoadingDialog(QDialog): + def __init__(self, parent=None, is_light_theme=True): + super().__init__(parent) + self.is_light_theme = is_light_theme + self.setWindowFlag(Qt.WindowType.FramelessWindowHint) + self.setModal(False) # Changed to False since it's in separate process + self.setFixedSize(220, 170) + try: + self.setWindowIcon(QIcon(":/images/osdag_logo.png")) + except: + pass # Ignore if icon not available + self.setAttribute(Qt.WidgetAttribute.WA_TranslucentBackground, True) + # Keep window on top + self.setWindowFlag(Qt.WindowType.WindowStaysOnTopHint) + + # Set up layout + layout = QVBoxLayout() + layout.setAlignment(Qt.AlignmentFlag.AlignCenter) + layout.setSpacing(15) + layout.setContentsMargins(12, 12, 12, 12) + + # Add circular progress widget + self.circular_progress = CircularProgressWidget(is_light_theme) + layout.addWidget(self.circular_progress, alignment=Qt.AlignmentFlag.AlignCenter) + + # Add loading text + self.loading_label = QLabel("Loading...") + self.loading_label.setAlignment(Qt.AlignmentFlag.AlignCenter) + self.loading_label.setObjectName("loading_label") + if self.is_light_theme: + self.loading_label.setStyleSheet(""" + QLabel#loading_label{ + font-size: 15px; + font-weight: 500; + color: #444444; + margin-top: 5px; + } + """) + else: + self.loading_label.setStyleSheet(""" + QLabel#loading_label{ + font-size: 15px; + font-weight: 500; + color: #D0D0D0; + margin-top: 5px; + } + """) + + layout.addWidget(self.loading_label) + self.setLayout(layout) + + # Center on screen + self.center_on_screen() + + def center_on_screen(self): + """Center the dialog in the middle of the screen""" + screen = QApplication.primaryScreen() + screen_geometry = screen.availableGeometry() + + x = (screen_geometry.width() - self.width()) // 2 + y = (screen_geometry.height() - self.height()) // 2 + + self.move(x, y) + + def closeEvent(self, event): + self.circular_progress.stop_animation() + super().closeEvent(event) + + def paintEvent(self, event): + painter = QPainter(self) + painter.setRenderHint(QPainter.RenderHint.Antialiasing, True) + painter.setRenderHint(QPainter.RenderHint.SmoothPixmapTransform, True) + + rect = self.rect().adjusted(0, 0, -1, -1) + radius = 12 + + # Fill rounded rectangle + painter.setPen(Qt.PenStyle.NoPen) + if self.is_light_theme: + painter.setBrush(QColor(255, 255, 255, 250)) + else: + painter.setBrush(QColor(56, 56, 56, 250)) + painter.drawRoundedRect(rect, radius, radius) + + # Draw subtle border + pen = QPen(QColor(200, 200, 200, 204)) + pen.setWidth(1) + pen.setCapStyle(Qt.PenCapStyle.RoundCap) + pen.setJoinStyle(Qt.PenJoinStyle.RoundJoin) + painter.setPen(pen) + painter.setBrush(Qt.BrushStyle.NoBrush) + painter.drawRoundedRect(rect, radius, radius) + + super().paintEvent(event) + + +def run_loading_dialog_process(stop_event, is_light_theme=True): + """ + Function to run in separate process + Args: + stop_event: multiprocessing.Event to signal when to close + is_light_theme: bool indicating theme preference + """ + app = QApplication(sys.argv) + dialog = ModernLoadingDialog(is_light_theme=is_light_theme) + + # Check stop event periodically + timer = QTimer() + timer.timeout.connect(lambda: dialog.close() if stop_event.is_set() else None) + timer.start(100) # Check every 100ms + + dialog.show() + app.exec() + +class LoadingDialogManager: + """ + Manager class to control the loading dialog. + Uses in-process dialog on Linux to avoid window duplication issues. + Uses separate process on Windows/macOS for better performance. + """ + def __init__(self, is_light_theme=True): + self.process = None + self.stop_event = None + self.is_light_theme = is_light_theme + self._dialog = None # For in-process mode + + # Detect OS - Linux has issues with multiprocess GUI windows + import platform + self._use_process = platform.system() != "Linux" + + def show(self): + """Show the loading dialog""" + if self._use_process: + # Windows/macOS - use separate process + if self.process is not None and self.process.is_alive(): + return # Already running + + self.stop_event = mp.Event() + self.process = mp.Process( + target=run_loading_dialog_process, + args=(self.stop_event, self.is_light_theme) + ) + self.process.start() + else: + # Linux - use in-process dialog to avoid duplicate window issues + if self._dialog is None: + self._dialog = ModernLoadingDialog(is_light_theme=self.is_light_theme) + self._dialog.show() + + def hide(self): + """Hide the loading dialog""" + if self._use_process: + if self.process is not None and self.process.is_alive(): + self.stop_event.set() + self.process.join(timeout=2) # Wait up to 2 seconds + if self.process.is_alive(): + self.process.terminate() # Force terminate if still running + self.process = None + self.stop_event = None + else: + # Linux - close in-process dialog + if self._dialog is not None: + self._dialog.hide() + self._dialog.circular_progress.stop_animation() + self._dialog = None + + def __del__(self): + """Cleanup when manager is destroyed""" + self.hide() \ No newline at end of file diff --git a/src/osdagbridge/desktop/ui/docks/cad_dual_view.py b/src/osdagbridge/desktop/ui/docks/cad_dual_view.py index b29acce39..8208107a7 100644 --- a/src/osdagbridge/desktop/ui/docks/cad_dual_view.py +++ b/src/osdagbridge/desktop/ui/docks/cad_dual_view.py @@ -163,40 +163,55 @@ def update_from_osdag_inputs(self, input_dict): # Map span (meters to mm) if KEY_SPAN in input_dict: - params['span_length'] = float(input_dict[KEY_SPAN]) * 1000 + if input_dict[KEY_SPAN] is not None: + params['span_length'] = float(input_dict[KEY_SPAN]) * 1000 # Map carriageway width (meters to mm) if KEY_CARRIAGEWAY_WIDTH in input_dict: - params['carriageway_width'] = float(input_dict[KEY_CARRIAGEWAY_WIDTH]) * 1000 + if input_dict[KEY_CARRIAGEWAY_WIDTH] is not None: + params['carriageway_width'] = float(input_dict[KEY_CARRIAGEWAY_WIDTH]) * 1000 # Map skew angle (degrees) if KEY_SKEW_ANGLE in input_dict: - params['skew_angle'] = float(input_dict[KEY_SKEW_ANGLE]) + if input_dict[KEY_SKEW_ANGLE] is not None: + params['skew_angle'] = float(input_dict[KEY_SKEW_ANGLE]) # Map number of girders if KEY_NO_OF_GIRDERS in input_dict: params['num_girders'] = int(input_dict[KEY_NO_OF_GIRDERS]) - + else: + params['num_girders'] = 4 # Add default values if not present + # Map girder spacing (meters to mm) if KEY_GIRDER_SPACING in input_dict: params['girder_spacing'] = float(input_dict[KEY_GIRDER_SPACING]) * 1000 - + else: + params['girder_spacing'] = 2.75 * 1000 # Add default values if not present + # Map deck overhang (meters to mm) if KEY_DECK_OVERHANG in input_dict: params['deck_overhang'] = float(input_dict[KEY_DECK_OVERHANG]) * 1000 - + else: + params['deck_overhang'] = 1.0 * 1000 # Add default values if not present + # Map deck thickness (mm) if KEY_DECK_THICKNESS in input_dict: params['deck_thickness'] = float(input_dict[KEY_DECK_THICKNESS]) - + else: + params['deck_thickness'] = 200 # Add default values if not present + # Map footpath width (meters to mm) if KEY_FOOTPATH_WIDTH in input_dict: params['footpath_width'] = float(input_dict[KEY_FOOTPATH_WIDTH]) * 1000 - + else: + params['footpath_width'] = 1.5 * 1000 # Add default values if not present + # Map footpath thickness (mm) if KEY_FOOTPATH_THICKNESS in input_dict: params['footpath_thickness'] = float(input_dict[KEY_FOOTPATH_THICKNESS]) - + else: + params['footpath_thickness'] = 200 # Add default values if not present + if "crash_barrier_type" in input_dict: params['crash_barrier_type'] = input_dict["crash_barrier_type"] @@ -265,10 +280,12 @@ def update_from_osdag_inputs(self, input_dict): # Map cross bracing spacing (meters to mm) if KEY_CROSS_BRACING_SPACING in input_dict: params['cross_bracing_spacing'] = float(input_dict[KEY_CROSS_BRACING_SPACING]) * 1000 - + else: + params['cross_bracing_spacing'] = 3.5 * 1000 # Add default values if not present + # Map median present if KEY_INCLUDE_MEDIAN in input_dict: - params['median_present'] = bool(input_dict[KEY_INCLUDE_MEDIAN]) + params['median_present'] = bool(input_dict[KEY_INCLUDE_MEDIAN] == "Yes") # When enabling median from homepage and no median_type was set yet, # provide a sensible default so the CAD can draw a shape. if params['median_present'] and 'median_type' not in input_dict: @@ -282,8 +299,6 @@ def update_from_osdag_inputs(self, input_dict): params["median_height"] = geom["kerb_height"] elif "barrier_height" in geom: params["median_height"] = geom["barrier_height"] - - print(f"@@{params}") # Update both widgets with same parameters self.cross_section_widget.update_params(params) diff --git a/src/osdagbridge/desktop/ui/docks/dock_utils.py b/src/osdagbridge/desktop/ui/docks/dock_utils.py index 109d9e0f6..3bf03837a 100644 --- a/src/osdagbridge/desktop/ui/docks/dock_utils.py +++ b/src/osdagbridge/desktop/ui/docks/dock_utils.py @@ -29,6 +29,13 @@ def apply_field_style(widget): border: 1px solid black; color: black; } + QComboBox:disabled{ + padding: 1px 7px; + border: 1px solid #666; + border-radius: 5px; + background-color: #f1f1f1; + color: #666; + } """) elif isinstance(widget, QLineEdit): widget.setStyleSheet(""" @@ -39,4 +46,25 @@ def apply_field_style(widget): background-color: white; color: #000000; } + QLineEdit[error='true'] { + padding: 1px 7px; + border: 1px solid #FF0000; + border-radius: 6px; + background-color: white; + color: #000000; + } + QLineEdit:disabled { + padding: 1px 7px; + border: 1px solid #070707; + border-radius: 6px; + background-color: #f1f1f1; + color: #666; + } + QLineEdit[error='true']:disabled { + padding: 1px 7px; + border: 1px solid #FF0000; + border-radius: 6px; + background-color: #f1f1f1; + color: #666; + } """) diff --git a/src/osdagbridge/desktop/ui/docks/input_dock.py b/src/osdagbridge/desktop/ui/docks/input_dock.py index a7bf72a4d..98b6927b7 100644 --- a/src/osdagbridge/desktop/ui/docks/input_dock.py +++ b/src/osdagbridge/desktop/ui/docks/input_dock.py @@ -42,10 +42,12 @@ " left:8px; padding:0 4px; margin-top:4px; background-color:white; color:#333; }" ) ACTION_BTN_STYLE = ( - "QPushButton { background-color:#90AF13; color:white; font-weight:bold; border:none;" + "QPushButton { background-color:#90AF13; border: 1px solid #90AF13; color:white; font-weight:bold; border:none;" " border-radius:4px; padding:8px 20px; font-size:11px; min-width:80px; }" - "QPushButton:hover { background-color:#7a9a12; }" - "QPushButton:disabled { background:#D0D0D0; color:#666; }" + "QPushButton:hover { background-color:#7a9a12; border: 1px solid #7a9a12;}" + "QPushButton:disabled { background:#D0D0D0; color:#666; border: 1px solid #D0D0D0;}" + "QPushButton[error='true'] { background:#FF0000; color:#FFFFFF; border: 1px solid #FF0000;}" + "QPushButton[error='true']:disabled { background:#D0D0D0; color:#666; border: 1px solid #FF0000; }" ) LABEL_STYLE = "QLabel { color:#000; font-size:12px; background:transparent; }" @@ -178,7 +180,7 @@ def _build_top_bar(self) -> QHBoxLayout: self.lock_btn.clicked.connect(self.toggle_lock) top_bar.addWidget(self.lock_btn) - self.lock_btn_tooltip = QLabel("Unlock to Edit") + self.lock_btn_tooltip = QLabel("🔒 Unlock to Edit") self.lock_btn_tooltip.setStyleSheet(""" QLabel { background-color:#f1f1f1; color:#000; border:1px solid #90AF13; padding:4px; font-size:15px; border-radius:0px; } @@ -262,6 +264,14 @@ def parent_for(meta) -> QVBoxLayout: ) meta = meta or {} + # If "required": True, add '*' to Label + if meta.get("required", False): + if '\n' in label: # for case like Carriageway Width\n(Each way) + idx = label.index('\n') + label = label[:idx] + '*' + label[idx:] + else: + label = label + '*' + if ftype == TYPE_MODULE: continue @@ -288,7 +298,7 @@ def parent_for(meta) -> QVBoxLayout: glayout.addLayout(self._field_row(label, self._make_textbox(key, validator, meta), meta)) elif ftype == TYPE_BUTTON: - glayout.addLayout(self._make_button_row(label, meta)) + glayout.addLayout(self._make_button_row(key, label, meta)) elif ftype == TYPE_NOTE: note = QLabel(label or "") @@ -339,9 +349,9 @@ def _make_combobox(self, key, values, meta) -> NoScrollComboBox: if idx >= 0: widget.setCurrentIndex(idx) - # Signal the change in value so to update the input_dictionary + # Signal that change in value so to update the input_dictionary widget.currentTextChanged.connect( - lambda text, k=key: self._on_field_changed(k, text) + lambda text, k=key: self._on_field_edited(k, text) ) # Wire generic on_changed callbacks declared in schema. @@ -392,15 +402,15 @@ def _make_textbox(self, key, validator, meta) -> QLineEdit: if default is not None: widget.setText(str(default)) - # Signal when value changed to update input_dictionary - widget.textChanged.connect( - lambda text, k=key: self._on_field_changed(k, text) - ) - # Validation on focus-out — mandatory for all textbox fields # This will validate the input, either it say nothing or popup warning and set specific valid value widget.editingFinished.connect( - lambda k=key, w=widget: self._validate_field(k, w) + lambda k=key, w=widget: self._on_field_edited(k, w) + ) + + # For soft-validation while value is being edited in the textbox + widget.textChanged.connect( + lambda text, k=key: self._on_field_editing(text, k) ) # Extra callbacks declared in schema @@ -411,7 +421,7 @@ def _make_textbox(self, key, validator, meta) -> QLineEdit: return widget - def _make_button_row(self, label: str, meta: dict) -> QHBoxLayout: + def _make_button_row(self, key: str, label: str, meta: dict) -> QHBoxLayout: """ [Label | Action Button] row. label → tuple[1] @@ -429,6 +439,7 @@ def _make_button_row(self, label: str, meta: dict) -> QHBoxLayout: btn_text = meta.get("button_label") btn = QPushButton(btn_text) + btn.setObjectName(key) btn.setCursor(Qt.CursorShape.PointingHandCursor) btn.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) btn.setStyleSheet(ACTION_BTN_STYLE) @@ -437,6 +448,8 @@ def _make_button_row(self, label: str, meta: dict) -> QHBoxLayout: btn.clicked.connect(cb) else: btn.setEnabled(False) + # Reset required-validation error-state (red) + btn.clicked.connect(lambda _, widget=btn: self.reset_error_state(widget)) row.addWidget(btn, 1) return row @@ -690,7 +703,7 @@ def _show_material_info(self, key: str): def show_project_location_dialog(self): dialog = ProjectLocationDialog() if dialog.exec() == QDialog.Accepted: - self._on_field_changed(KEY_PROJECT_LOCATION, dialog.get_selected_location()) + self._update_input_dict(KEY_PROJECT_LOCATION, dialog.get_selected_location()) def show_additional_inputs(self): self._open_additional_inputs() @@ -742,6 +755,11 @@ def _on_additional_inputs_closed(self): def toggle_lock(self): self.is_locked = not self.is_locked + + if not self.is_locked: + # Clear 3D-Cad + self.parent.cad_3d_widget.clear_3d_cad() + self.lock_btn.setChecked(self.is_locked) self.scroll_area.setDisabled(self.is_locked) self._sync_lock_icon() @@ -792,37 +810,94 @@ def resizeEvent(self, event): if self.parent and hasattr(self.parent, "update_docking_icons"): self.parent.update_docking_icons(input_is_active=self.width() > 0) - # Validate the value of text box and show warning and set valid value - def _validate_field(self, key: str, widget: QLineEdit): + def reset_error_state(self, widget: QWidget): + """Reset error='true' property to remove red highlight.""" + if widget and widget.property("error"): + widget.setProperty("error", False) + widget.style().unpolish(widget) + widget.style().polish(widget) + + def _on_field_edited(self, key: str, widget: QLineEdit | str): """ - Called on editingFinished for validated textbox fields. - Reads widget value, validates against current input_dict, - corrects the widget and input_dict if needed, shows message. + Called on editingFinished (QLineEdit) or currentTextChanged (QComboBox). + - QComboBox: always valid, skip validation, update dict + CAD. + - QLineEdit: hard validation — corrects widget + input_dict if invalid, shows popup. """ + # QComboBox passes str directly via currentTextChanged + if isinstance(widget, str): + self._update_input_dict(key, widget) + self.input_value_changed.emit() + return + + current_text = widget.text().strip() + + # Update dict first so validator reads the latest value + self._update_input_dict(key, current_text) + + # hard-validation start ---------------------- result = self.validator.validate_basic_inputs(key, self.parent.input_dict) - if result is None: + if result is not None: + corrected, message = result + CustomMessageBox( + title="Input Error", + text=message, + dialogType=MessageBoxType.Warning + ).exec() + # update to valid text + widget.blockSignals(True) + widget.setText(str(corrected)) + widget.blockSignals(False) + self._update_input_dict(key, str(corrected)) + # hard-validation end ---------------------- + + # Always update CAD after hard validation + self.input_value_changed.emit() + + + def _on_field_editing(self, current_text: str, key: str): + """ + Soft validation — called on textChanged (while typing). + No popups, no corrections. Updates dict + CAD only when valid. + """ + + # Always reset error state while typing + widget = self.input_widget.findChild(QWidget, key) + if widget and widget.property("error"): + widget.setProperty("error", False) + widget.style().unpolish(widget) + widget.style().polish(widget) + + if not current_text.strip(): + # Empty — fall back to default silently + self._update_input_dict(key, "") + self.input_value_changed.emit() return - corrected, message = result - widget.setText(str(corrected)) - # Update value in input_dict - self._on_field_changed(key, str(corrected)) - CustomMessageBox( - title="Input Error", - text=message, - dialogType=MessageBoxType.Warning - ).exec() + # Update dict first so validator reads the latest value + self._update_input_dict(key, current_text) + + # soft-validation start ---------------------- + result = self.validator.validate_basic_inputs(key, self.parent.input_dict) + if result is not None: + # Still typing, value not valid yet — skip CAD update + return + # soft-validation end ---------------------- + + # Valid - update CAD + self.input_value_changed.emit() + # ══════════════════════════════════════════════════════════════════════════ # Inputs Saving using input_dictionary # ══════════════════════════════════════════════════════════════════════════ # Update input_dictionary on value changed - def _on_field_changed(self, key: str, value: str): + def _update_input_dict(self, key: str, value: str): """ Called on every widget value change. If value is empty/None, falls back to DEFAULTS_DICT. Updates parent input_dict and notifies listeners. """ + if hasattr(self.parent, "input_dict"): # If Empty or None Value then set the default # print(f"@Change: {value}, default: {DEFAULTS_DICT.get(key)}") @@ -834,8 +909,6 @@ def _on_field_changed(self, key: str, value: str): else: print("[ERROR]: template_page.input_dictionary Not Found") - - self.input_value_changed.emit() def _collect_basic_inputs(self) -> list[dict]: out = [] diff --git a/src/osdagbridge/desktop/ui/plots_UI.py b/src/osdagbridge/desktop/ui/plots_ui.py similarity index 100% rename from src/osdagbridge/desktop/ui/plots_UI.py rename to src/osdagbridge/desktop/ui/plots_ui.py diff --git a/src/osdagbridge/desktop/ui/template_page.py b/src/osdagbridge/desktop/ui/template_page.py index 460953fbb..ddd471bae 100644 --- a/src/osdagbridge/desktop/ui/template_page.py +++ b/src/osdagbridge/desktop/ui/template_page.py @@ -1,7 +1,7 @@ import sys from PySide6.QtWidgets import ( QApplication, QWidget, QVBoxLayout, QHBoxLayout, QLabel, - QMenuBar, QSplitter, QSizePolicy, QPushButton, QScrollArea, QFrame, + QMenuBar, QSplitter, QSizePolicy, QPushButton, QLineEdit, QComboBox, ) from PySide6.QtSvgWidgets import QSvgWidget from PySide6.QtCore import Qt, QFile, QTextStream, Signal,QTimer @@ -12,6 +12,9 @@ from osdagbridge.desktop.ui.docks.log_dock import LogDock from osdagbridge.desktop.ui.docks.cad_dual_view import BridgeDualCADWidget from osdagbridge.desktop.ui.dialogs.additional_inputs import AdditionalInputs +from osdagbridge.desktop.ui.dialogs.custom_messagebox import CustomMessageBox, MessageBoxType +from osdagbridge.desktop.ui.dialogs.loading_popup import LoadingDialogManager +from osdagbridge.desktop.ui.cad_3d import CAD3DWindow from osdagbridge.core.bridge_types.plate_girder.ui_fields import FrontendData from osdagbridge.core.bridge_types.plate_girder.defaults import DEFAULTS_DICT @@ -98,6 +101,8 @@ def __init__(self, title: str, backend: object, parent=None): # Must be initialized BEFORE init_ui because init_ui calls update_cad_from_inputs self.cad_state = {} + self.init_ui() + def init_ui(self): # Docking icons Parent class class ClickableSvgWidget(QSvgWidget): @@ -234,12 +239,12 @@ def mousePressEvent(self, event): # from osdagbridge.desktop.ui.cad_3d import CAD3DWindow # 3D CAD placeholder (mutually exclusive with dual view + plots) - self.cad_3d_widget = CentralPlaceholderWidget("3D CAD Here") + self.cad_3d_widget = CAD3DWindow() self.cad_3d_widget.setVisible(False) self.cad_log_splitter.addWidget(self.cad_3d_widget) # Plots placeholder (mutually exclusive with dual view + 3d cad) - from osdagbridge.desktop.ui.plots_UI import PlotWidget + from osdagbridge.desktop.ui.plots_ui import PlotWidget self.plots_widget = PlotWidget() self.plots_widget.setVisible(False) self.cad_log_splitter.addWidget(self.plots_widget) @@ -294,18 +299,96 @@ def mousePressEvent(self, event): #-------Common-Design-Save-Additional-Inputs-Functionality-START------- + def validate_required_inputs(self): + """Check that all required fields have values before allowing design to proceed.""" + required_field_keys = [] + + # Collect empty field keys + for tupple in self.backend.input_values(): + key, label, _, _, _, _, meta_data = tupple + if meta_data.get("required", False): + required_field_keys.append((key, label)) + + empty_widgets = [] + # collect empty required widgets + for key, label in required_field_keys: + widget = self.input_dock.input_widget.findChild(QWidget, key) + # print(f"[DEBUG] Validating required field '{key}' with widget: {widget}") + # Do check for QLineEdit + # Since QComboBox always has a value (the first option) + if isinstance(widget, QLineEdit): + if widget.text().strip() == "": + empty_widgets.append((widget, label)) + # This is for other options like Project Locations which is to be checked in self.input_dict + elif not isinstance(widget, QComboBox): + value = self.input_dict.get(key) + if value in [None, "", [], {}]: # Check for empty values + empty_widgets.append((widget, label)) + + # If empty widgets, show error popup and color the fields red + message = "Please fill in the required(*) fields before proceeding:\n" + if empty_widgets: + for widget, label in empty_widgets: + # Collecting label name to show in popup message + message += f" - {label.replace('\n', ' ')}\n" # Replace \n with space for better readability + # Highlight widget with red color + widget.setProperty("error", True) + widget.style().unpolish(widget) + widget.style().polish(widget) + + # Show error popup + CustomMessageBox( + title="Empty Required Fields", + text=message, + dialogType=MessageBoxType.Critical + ).exec() + return False # Validation failed + return True # Validation passed + + def _start_loading(self): + """Start loading popup""" + import time + self.loading = LoadingDialogManager() + self.loading.show() + self.setEnabled(False) + time.sleep(1) + + def _finish_loading(self): + """Close the loading dialog box""" + import time + time.sleep(1) + if hasattr(self, 'loading') and self.loading is not None: + self.loading.hide() + self.setEnabled(True) + def common_design_func(self, trigger: str): """ Trigger belongs to one of ["Design", "Save", "Additional Inputs"] """ - print(f"@plot:{self.plots_view_active}") - print(f"@3d:{self.cad_3d_view_active}") - print(f"@top:{self.top_view_active}") - print(f"@c/s:{self.cross_section_active}") + # print(f"[DEBUG]plot:{self.plots_view_active}") + # print(f"[DEBUG]3d:{self.cad_3d_view_active}") + # print(f"[DEBUG]top:{self.top_view_active}") + # print(f"[DEBUG]c/s:{self.cross_section_active}") + from pprint import pprint + print("\n@@input_dictionary:\n") + pprint(self.input_dict) + + # Check required fields + required_widget_validated = self.validate_required_inputs() + if not required_widget_validated: + return # Stop design process if validation fails + + # Call Additional Input Defaults + additional_inputs_dict = {} + self.input_dict.update(additional_inputs_dict) + if trigger == "Design": + + # Start-Loading-popup--------------------------------------------- + self._start_loading() + # Collect all the values from input Dock and pass to backend self.backend.set_input(self.input_dict) - print(f"@@input_dictionary: {self.input_dict}") self.backend.design() # Lock the input dock after design is triggered @@ -317,9 +400,20 @@ def common_design_func(self, trigger: str): loadcases = self.backend.get_available_loadcases() nodes, members = self.backend.get_nodes_members() self.plots_widget.setup(ds_all, loadcases, nodes, members) + + # Render 3D cad using the parameters from Backend + self.cad_3d_widget.render_3d_cad() + + # Close-loading-popup--------------------------------------------- + self._finish_loading() + + # Focus 3D-Cad widget + self.cad_3d_view_toggle(force_show=True) + elif trigger == "Save": # Collect all the values from input Dock and save to osi/csv pass + elif trigger == "Additional Inputs": # Show Additional Inputs pass @@ -331,53 +425,23 @@ def setup_cad_connections(self): # Connect to input dock's value changed signals # This will update the CAD whenever any input field changes if hasattr(self.input_dock, 'input_value_changed'): - self.input_dock.input_value_changed.connect(self.update_cad_from_inputs) - - def open_additional_inputs(self): - """ - Open Additional Inputs dialog and route values through CAD interface - """ - dialog = AdditionalInputs(parent=self) - - if dialog.exec(): - # Get values ONLY (do not update CAD directly) - values = dialog.get_all_values() - - if values: - self.update_cad_state("additional_inputs", values) - - def update_cad_state(self, source: str, values: dict): - """ - Central CAD interface (single source of truth) - source: 'input_dock' | 'additional_inputs' - """ - if not values: - return - - # 1. Store state - self.cad_state.update(values) - - # 2. Apply state to CAD UI ONLY - if hasattr(self, 'cad_comp_widget'): - self.cad_comp_widget.update_from_osdag_inputs(self.cad_state) + self.input_dock.input_value_changed.connect(self.update_cad_from_inputs) def update_cad_from_inputs(self): """ - Collect inputs from InputDock and send to CAD interface + Collect inputs from InputDock and update 2D-CAD """ if not self.input_dock: return - input_values = self.input_dock.get_all_input_values() - # print("[DEBUG] Collected input values from InputDock:", input_values) - - if not input_values: - return - # IMPORTANT: send ONLY to interface - # self.update_cad_state("input_dock", input_values) + # 1. Store state + self.cad_state.update(self.input_dict) + # 2. Apply state to CAD UI + if hasattr(self, 'cad_comp_widget'): + self.cad_comp_widget.update_from_osdag_inputs(self.cad_state) #---------------------------------Docking-Icons-Functionality-START---------------------------------------------- @@ -451,10 +515,10 @@ def top_view_toggle(self): self.cad_comp_widget.set_top_view_visible(self.top_view_active) - def cad_3d_view_toggle(self): + def cad_3d_view_toggle(self, force_show=False): self.cad_3d_view_active = not self.cad_3d_view_active - if self.cad_3d_view_active: + if self.cad_3d_view_active or force_show: # 3D CAD is mutually exclusive — deactivate Plots & update icon self.plots_view_active = False self.plots_control.load(":/vectors/view_btn/plots_inactive.svg") @@ -840,7 +904,7 @@ def create_menu_bar_items(self): design_prefs_action = QAction("Additional Inputs", self) design_prefs_action.setShortcut(QKeySequence("Alt+P")) edit_menu.addAction(design_prefs_action) - design_prefs_action.triggered.connect(self.open_additional_inputs) + design_prefs_action.triggered.connect(lambda _: print("Open Additional Input")) graphics_menu = self.menu_bar.addMenu("Graphics") From ef52da2c473cc328d037ace3596ff1d0ebe47569 Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Sat, 11 Apr 2026 17:17:19 +0530 Subject: [PATCH 138/225] Created DTO for 3D CAD Bridge design parameters --- .../plate_girder/cad_generator.py | 206 ++++++++---------- .../core/bridge_types/plate_girder/dto.py | 129 ++++++++++- src/osdagbridge/desktop/ui/cad_3d.py | 106 ++++++++- src/osdagbridge/desktop/ui/template_page.py | 115 +++++++++- 4 files changed, 433 insertions(+), 123 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py b/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py index ef9b3ab60..11ccf8094 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py @@ -48,6 +48,10 @@ build_cross_bracings ) +from osdagbridge.core.bridge_types.plate_girder.dto import ( + BridgeParametersDTO, +) + # Component keys for CAD organization KEY_CAD_GIRDER = "Girder" KEY_CAD_STIFFENER = "Stiffener" @@ -127,154 +131,130 @@ class PlateGirderCADGenerator: """ def __init__(self, bridge_type=KEY_MODULE_PG): - """ - Initialize the CAD generator with default parameters. - - Args: - bridge_type: Type of bridge module (default: Plate Girder) - """ + self.bridge_type = bridge_type + self.model_data = {} + self.display = None + self.cad_widget = None + self.component = None + def _set_parameters(self, design_params: BridgeParametersDTO): # GIRDER PARAMETERS - self.span_length_L = 25000 # Total span length (mm) - - self.girder_section_d = 900 # Clear web depth (mm) - self.girder_section_bf = 500 # Top flange width (mm) - self.girder_section_bf_b = 500 # Bottom flange width (mm) - self.girder_section_tf = 260 # Top flange thickness (mm) - self.girder_section_tf_b = 260 # Bottom flange thickness (mm) - self.girder_section_tw = 100 # Web thickness (mm) - - self.num_girders = 5 # Number of girders - self.girder_spacing = 2750 # Center-to-center spacing (mm) + self.span_length_L = design_params.span_length_L + self.girder_section_d = design_params.girder_section_d + self.girder_section_bf = design_params.girder_section_bf + self.girder_section_bf_b = design_params.girder_section_bf_b + self.girder_section_tf = design_params.girder_section_tf + self.girder_section_tf_b = design_params.girder_section_tf_b + self.girder_section_tw = design_params.girder_section_tw + self.num_girders = design_params.num_girders + self.girder_spacing = design_params.girder_spacing # GEOMETRY PARAMETERS - self.skew_angle = 0 # Skew angle in degrees (0 = no skew) + self.skew_angle = design_params.skew_angle # DECK PARAMETERS - self.carriageway_width = 12000 # Width of traffic lanes (mm) - self.deck_thickness = 400 # Deck slab thickness (mm) - - self.footpath_config = "BOTH" # "NONE" / "LEFT" / "RIGHT" / "BOTH" - self.footpath_width = 1500 # Footpath width (mm) - self.railing_width = 300 # Railing width (mm) + self.carriageway_width = design_params.carriageway_width + self.deck_thickness = design_params.deck_thickness + self.footpath_config = design_params.footpath_config + self.footpath_width = design_params.footpath_width + self.railing_width = design_params.railing_width # CRASH BARRIER PARAMETERS - self.barrier_type = "Semi-Rigid" # "Rigid", "Semi-Rigid", or "Flexible" - self.crash_barrier_subtype = "Double W-beam" # Specific barrier design - - # Options: - # - Rigid: "IRC-5R", "High Containment" - # - Semi-Rigid/Metallic: "Single W-beam", "Double W-beam" + self.barrier_type = design_params.barrier_type + self.crash_barrier_subtype = design_params.crash_barrier_subtype # MEDIAN PARAMETERS - self.enable_median = True # Include median barrier - self.median_type = "Metallic Crash Barrier" - # Options: "Raised Kerb", "RCC Crash Barrier", "Metallic Crash Barrier" + self.enable_median = design_params.enable_median + self.median_type = design_params.median_type # RAILING PARAMETERS - self.rail_count = 3 # Number of rails - self.railing_type = "rcc" # "rcc" or "steel" + self.rail_count = design_params.rail_count + self.railing_type = design_params.railing_type # STIFFENER PARAMETERS - - # Intermediate stiffener configuration - self.include_intermediate_stiffeners = True # Include intermediate stiffeners - self.intermediate_stiffener_spacing = 2000 # Spacing between intermediate stiffeners (mm) - self.intermediate_stiffener_thickness = 20 # Intermediate stiffener thickness (mm) - self.intermediate_stiffener_outstand = None # outstand for intermediate stiffeners - - # End stiffener configuration - self.num_end_stiffener_pairs = 4 # Number of end stiffener pairs on each end - self.end_stiffener_thickness = 30 # End stiffener thickness (mm) - self.end_stiffener_outstand = None # outstand for end stiffeners - - # Longitudinal stiffener configuration - self.include_longitudinal_stiffeners = True # Whether to include longitudinal stiffeners - self.num_longitudinal_stiffeners = 2 # Number of longitudinal stiffeners (1 or 2) - self.longitudinal_stiffener_thickness = 20 # Thickness of longitudinal stiffeners (mm) - self.longitudinal_stiffener_outstand = None # outstand for longitudinal stiffeners + self.include_intermediate_stiffeners = design_params.include_intermediate_stiffeners + self.intermediate_stiffener_spacing = design_params.intermediate_stiffener_spacing + self.intermediate_stiffener_thickness = design_params.intermediate_stiffener_thickness + self.intermediate_stiffener_outstand = design_params.intermediate_stiffener_outstand - # CROSS BRACING PARAMETERS - self.cross_bracing_spacing = 4000 # Spacing between bracing frames (mm) + self.num_end_stiffener_pairs = design_params.num_end_stiffener_pairs + self.end_stiffener_thickness = design_params.end_stiffener_thickness + self.end_stiffener_outstand = design_params.end_stiffener_outstand - self.bracing_type = "X" # "X" or "K" - self.x_bracket_option = "BOTH" # For X-bracing: "NONE", "UPPER", "LOWER", "BOTH" - self.k_top_bracket = True # For K-bracing: include top bracket + self.include_longitudinal_stiffeners = design_params.include_longitudinal_stiffeners + self.num_longitudinal_stiffeners = design_params.num_longitudinal_stiffeners + self.longitudinal_stiffener_thickness = design_params.longitudinal_stiffener_thickness + self.longitudinal_stiffener_outstand = design_params.longitudinal_stiffener_outstand - # Diagonal members section configuration - self.diagonal_section_type = "ANGLE" + # CROSS BRACING PARAMETERS + self.cross_bracing_spacing = design_params.cross_bracing_spacing + self.bracing_type = design_params.bracing_type + self.x_bracket_option = design_params.x_bracket_option + self.k_top_bracket = design_params.k_top_bracket + + self.diagonal_section_type = design_params.diagonal_section_type self.diagonal_section_dims = { - "leg_h": 100, # Vertical leg height (longer leg) - "leg_w": 50, # Horizontal leg width (shorter leg) - "connection_type": "LONGER_LEG" # "LONGER_LEG" or "SHORTER_LEG" + "leg_h": design_params.diagonal_section_dims.leg_h, + "leg_w": design_params.diagonal_section_dims.leg_w, + "connection_type": design_params.diagonal_section_dims.connection_type, } - self.diagonal_thickness = 5 # Diagonal member thickness (mm) + self.diagonal_thickness = design_params.diagonal_thickness - # Top chord/bracket section configuration - self.top_chord_section_type = "DOUBLE_CHANNEL" + self.top_chord_section_type = design_params.top_chord_section_type self.top_chord_section_dims = { - "leg_h": 80, - "leg_w": 40, - "connection_type": "LONGER_LEG" + "leg_h": design_params.top_chord_section_dims.leg_h, + "leg_w": design_params.top_chord_section_dims.leg_w, + "connection_type": design_params.top_chord_section_dims.connection_type, } - self.top_chord_thickness = 5 # Top chord thickness (mm) + self.top_chord_thickness = design_params.top_chord_thickness - # Bottom chord/bracket section configuration - self.bottom_chord_section_type = "ANGLE" + self.bottom_chord_section_type = design_params.bottom_chord_section_type self.bottom_chord_section_dims = { - "leg_h": 80, - "leg_w": 40, - "connection_type": "LONGER_LEG" + "leg_h": design_params.bottom_chord_section_dims.leg_h, + "leg_w": design_params.bottom_chord_section_dims.leg_w, + "connection_type": design_params.bottom_chord_section_dims.connection_type, } - self.bottom_chord_thickness = 5 # Bottom chord thickness (mm) + self.bottom_chord_thickness = design_params.bottom_chord_thickness # END DIAPHRAGM PARAMETERS - self.end_diaphragm_type = "Cross Bracing" # Options: "Cross Bracing", "Rolled Beam", "Welded Beam" - self.end_diaphragm_spacing = 100 # Longitudinal offset from bridge ends (mm) - - # For "Cross Bracing" type end diaphragms - separate section configuration - self.end_diaphragm_bracing_type = "K" # "X" or "K" - - # End diaphragm diagonal members - self.end_diaphragm_diagonal_section_type = "ANGLE" + self.end_diaphragm_type = design_params.end_diaphragm_type + self.end_diaphragm_spacing = design_params.end_diaphragm_spacing + self.end_diaphragm_bracing_type = design_params.end_diaphragm_bracing_type + + self.end_diaphragm_diagonal_section_type = design_params.end_diaphragm_diagonal_section_type self.end_diaphragm_diagonal_section_dims = { - "leg_h": 100, - "leg_w": 50, - "connection_type": "LONGER_LEG" + "leg_h": design_params.end_diaphragm_diagonal_section_dims.leg_h, + "leg_w": design_params.end_diaphragm_diagonal_section_dims.leg_w, + "connection_type": design_params.end_diaphragm_diagonal_section_dims.connection_type, } - self.end_diaphragm_diagonal_thickness = 5 - - # End diaphragm top chord - self.end_diaphragm_top_chord_section_type = "CHANNEL" + self.end_diaphragm_diagonal_thickness = design_params.end_diaphragm_diagonal_thickness + + self.end_diaphragm_top_chord_section_type = design_params.end_diaphragm_top_chord_section_type self.end_diaphragm_top_chord_section_dims = { - "leg_h": 80, - "leg_w": 40, - "connection_type": "LONGER_LEG" + "leg_h": design_params.end_diaphragm_top_chord_section_dims.leg_h, + "leg_w": design_params.end_diaphragm_top_chord_section_dims.leg_w, + "connection_type": design_params.end_diaphragm_top_chord_section_dims.connection_type, } - self.end_diaphragm_top_chord_thickness = 5 - - # End diaphragm bottom chord - self.end_diaphragm_bottom_chord_section_type = "ANGLE" + self.end_diaphragm_top_chord_thickness = design_params.end_diaphragm_top_chord_thickness + + self.end_diaphragm_bottom_chord_section_type = design_params.end_diaphragm_bottom_chord_section_type self.end_diaphragm_bottom_chord_section_dims = { - "leg_h": 80, - "leg_w": 40, - "connection_type": "LONGER_LEG" + "leg_h": design_params.end_diaphragm_bottom_chord_section_dims.leg_h, + "leg_w": design_params.end_diaphragm_bottom_chord_section_dims.leg_w, + "connection_type": design_params.end_diaphragm_bottom_chord_section_dims.connection_type, } - self.end_diaphragm_bottom_chord_thickness = 5 - - # For "Rolled Beam" or "Welded Beam" types (unchanged) - self.end_diaphragm_section = "I_SECTION" - self.end_diaphragm_dims = { - "depth": 800, - "flange_width": 250, - "web_thickness": 12, - "flange_thickness": 100 - } + self.end_diaphragm_bottom_chord_thickness = design_params.end_diaphragm_bottom_chord_thickness - # MAIN CAD GENERATION + self.end_diaphragm_section = design_params.end_diaphragm_section + self.end_diaphragm_dims = { + "depth": design_params.end_diaphragm_dims.depth, + "flange_width": design_params.end_diaphragm_dims.flange_width, + "web_thickness": design_params.end_diaphragm_dims.web_thickness, + "flange_thickness": design_params.end_diaphragm_dims.flange_thickness, + } - def generate(self): + def generate(self, design_params: BridgeParametersDTO): """ Generate complete bridge CAD geometry. @@ -307,6 +287,8 @@ def generate(self): - median_w_beams: Median W-beams (if metallic) - railings: Railing components """ + + self._set_parameters(design_params) # HELPER FUNCTIONS diff --git a/src/osdagbridge/core/bridge_types/plate_girder/dto.py b/src/osdagbridge/core/bridge_types/plate_girder/dto.py index 538a29b82..a8731d31a 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/dto.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/dto.py @@ -12,6 +12,9 @@ "MaterialProperties", "GrillageGeometry", "DeckLayoutProperties", + "SectionDimsDTO" + "ISectionDimsDTO" + "BridgeParametersDTO" ] # ------------------------------------------------------------------ @@ -222,4 +225,128 @@ class DeckLayoutProperties: footpath_width: float railing_width: float median_width: float - n_footpaths: int \ No newline at end of file + n_footpaths: int + + + + + +from dataclasses import dataclass +from typing import Optional + + +# --------------------------------------------------------------------------- +# Nested DTOs — only for fields that were dicts in the original config +# --------------------------------------------------------------------------- + +@dataclass +class SectionDimsDTO: + leg_h: float + leg_w: float + connection_type: str # "LONGER_LEG" / "SHORTER_LEG" + + +@dataclass +class ISectionDimsDTO: + depth: float + flange_width: float + web_thickness: float + flange_thickness: float + + +# --------------------------------------------------------------------------- +# Main DTO +# --------------------------------------------------------------------------- + +@dataclass +class BridgeParametersDTO: + + # --- Girder --- + span_length_L: float + girder_section_d: float + girder_section_bf: float + girder_section_bf_b: float + girder_section_tf: float + girder_section_tf_b: float + girder_section_tw: float + num_girders: int + girder_spacing: float + + # --- Geometry --- + skew_angle: float + + # --- Deck --- + carriageway_width: float + deck_thickness: float + footpath_config: str # "NONE" / "LEFT" / "RIGHT" / "BOTH" + footpath_width: float + railing_width: float + + # --- Crash Barrier --- + barrier_type: str # "Rigid" / "Semi-Rigid" / "Flexible" + crash_barrier_subtype: str + + # --- Median --- + enable_median: bool + median_type: str + + # --- Railing --- + rail_count: int + railing_type: str # "rcc" / "steel" + + # --- Intermediate Stiffeners --- + include_intermediate_stiffeners: bool + intermediate_stiffener_spacing: float + intermediate_stiffener_thickness: float + intermediate_stiffener_outstand: Optional[float] + + # --- End Stiffeners --- + num_end_stiffener_pairs: int + end_stiffener_thickness: float + end_stiffener_outstand: Optional[float] + + # --- Longitudinal Stiffeners --- + include_longitudinal_stiffeners: bool + num_longitudinal_stiffeners: int + longitudinal_stiffener_thickness: float + longitudinal_stiffener_outstand: Optional[float] + + # --- Cross Bracing --- + cross_bracing_spacing: float + bracing_type: str # "X" / "K" + x_bracket_option: str # "NONE" / "UPPER" / "LOWER" / "BOTH" + k_top_bracket: bool + + diagonal_section_type: str + diagonal_section_dims: SectionDimsDTO + diagonal_thickness: float + + top_chord_section_type: str + top_chord_section_dims: SectionDimsDTO + top_chord_thickness: float + + bottom_chord_section_type: str + bottom_chord_section_dims: SectionDimsDTO + bottom_chord_thickness: float + + # --- End Diaphragm --- + end_diaphragm_type: str # "Cross Bracing" / "Rolled Beam" / "Welded Beam" + end_diaphragm_spacing: float + end_diaphragm_bracing_type: str # "X" / "K" + + end_diaphragm_diagonal_section_type: str + end_diaphragm_diagonal_section_dims: SectionDimsDTO + end_diaphragm_diagonal_thickness: float + + end_diaphragm_top_chord_section_type: str + end_diaphragm_top_chord_section_dims: SectionDimsDTO + end_diaphragm_top_chord_thickness: float + + end_diaphragm_bottom_chord_section_type: str + end_diaphragm_bottom_chord_section_dims: SectionDimsDTO + end_diaphragm_bottom_chord_thickness: float + + end_diaphragm_section: str + end_diaphragm_dims: ISectionDimsDTO + + diff --git a/src/osdagbridge/desktop/ui/cad_3d.py b/src/osdagbridge/desktop/ui/cad_3d.py index 58b678c12..7d83c792f 100644 --- a/src/osdagbridge/desktop/ui/cad_3d.py +++ b/src/osdagbridge/desktop/ui/cad_3d.py @@ -30,6 +30,12 @@ # Custom 3D Viewer from osdagbridge.desktop.ui.utils.custom_3dviewer import CustomViewer3d +from osdagbridge.core.bridge_types.plate_girder.dto import ( + BridgeParametersDTO, + SectionDimsDTO, + ISectionDimsDTO +) + class CAD3DWindow(QWidget): """ Main 3D CAD window for OsdagBridge. @@ -108,7 +114,7 @@ def _is_display_ready(self): # ── RENDER / CLEAR ──────────────────────────────────────────────────────── - def render_3d_cad(self): + def render_3d_cad(self, design_params: BridgeParametersDTO): """ Generate and render the 3D bridge model on the display. Shows the component selector checkboxes after rendering. @@ -118,7 +124,7 @@ def render_3d_cad(self): return # Generate fresh model data - self.generator.model_data = self.generator.generate() + self.generator.model_data = self.generator.generate(design_params) # Render on display self.load_bridge() @@ -572,9 +578,105 @@ def reset(self): # Standalone Testing---------------------------- def main(): app = QApplication(sys.argv) + + bridge_parameters = BridgeParametersDTO( + # --- Girder --- + span_length_L=25_000, + girder_section_d=900, + girder_section_bf=500, + girder_section_bf_b=500, + girder_section_tf=260, + girder_section_tf_b=260, + girder_section_tw=100, + num_girders=5, + girder_spacing=2_750, + + # --- Geometry --- + skew_angle=0, + + # --- Deck --- + carriageway_width=12_000, + deck_thickness=400, + footpath_config="BOTH", + footpath_width=1_500, + railing_width=300, + + # --- Crash Barrier --- + barrier_type="Semi-Rigid", + crash_barrier_subtype="Double W-beam", + + # --- Median --- + enable_median=True, + median_type="Metallic Crash Barrier", + + # --- Railing --- + rail_count=3, + railing_type="rcc", + + # --- Intermediate Stiffeners --- + include_intermediate_stiffeners=True, + intermediate_stiffener_spacing=2_000, + intermediate_stiffener_thickness=20, + intermediate_stiffener_outstand=None, + + # --- End Stiffeners --- + num_end_stiffener_pairs=4, + end_stiffener_thickness=30, + end_stiffener_outstand=None, + + # --- Longitudinal Stiffeners --- + include_longitudinal_stiffeners=True, + num_longitudinal_stiffeners=2, + longitudinal_stiffener_thickness=20, + longitudinal_stiffener_outstand=None, + + # --- Cross Bracing --- + cross_bracing_spacing=4_000, + bracing_type="X", + x_bracket_option="BOTH", + k_top_bracket=True, + + diagonal_section_type="ANGLE", + diagonal_section_dims=SectionDimsDTO(leg_h=100, leg_w=50, connection_type="LONGER_LEG"), + diagonal_thickness=5, + + top_chord_section_type="DOUBLE_CHANNEL", + top_chord_section_dims=SectionDimsDTO(leg_h=80, leg_w=40, connection_type="LONGER_LEG"), + top_chord_thickness=5, + + bottom_chord_section_type="ANGLE", + bottom_chord_section_dims=SectionDimsDTO(leg_h=80, leg_w=40, connection_type="LONGER_LEG"), + bottom_chord_thickness=5, + + # --- End Diaphragm --- + end_diaphragm_type="Cross Bracing", + end_diaphragm_spacing=100, + end_diaphragm_bracing_type="K", + + end_diaphragm_diagonal_section_type="ANGLE", + end_diaphragm_diagonal_section_dims=SectionDimsDTO(leg_h=100, leg_w=50, connection_type="LONGER_LEG"), + end_diaphragm_diagonal_thickness=5, + + end_diaphragm_top_chord_section_type="CHANNEL", + end_diaphragm_top_chord_section_dims=SectionDimsDTO(leg_h=80, leg_w=40, connection_type="LONGER_LEG"), + end_diaphragm_top_chord_thickness=5, + + end_diaphragm_bottom_chord_section_type="ANGLE", + end_diaphragm_bottom_chord_section_dims=SectionDimsDTO(leg_h=80, leg_w=40, connection_type="LONGER_LEG"), + end_diaphragm_bottom_chord_thickness=5, + + end_diaphragm_section="I_SECTION", + end_diaphragm_dims=ISectionDimsDTO(depth=800, flange_width=250, web_thickness=12, flange_thickness=100), + ) + win = CAD3DWindow() win.show() + + # Delay render until after the display is fully initialized + QTimer.singleShot(200, lambda: win.render_3d_cad(bridge_parameters)) + sys.exit(app.exec()) + if __name__ == "__main__": main() \ No newline at end of file diff --git a/src/osdagbridge/desktop/ui/template_page.py b/src/osdagbridge/desktop/ui/template_page.py index ddd471bae..1bff32e3f 100644 --- a/src/osdagbridge/desktop/ui/template_page.py +++ b/src/osdagbridge/desktop/ui/template_page.py @@ -19,6 +19,105 @@ from osdagbridge.core.bridge_types.plate_girder.ui_fields import FrontendData from osdagbridge.core.bridge_types.plate_girder.defaults import DEFAULTS_DICT from osdagbridge.core.utils.common import * +from osdagbridge.core.bridge_types.plate_girder.dto import( + BridgeParametersDTO, + SectionDimsDTO, + ISectionDimsDTO +) + +''' +Temporary DTO and will be removed once the backend is connected +''' +bridge_parameters = BridgeParametersDTO( + # --- Girder --- + span_length_L=25_000, + girder_section_d=900, + girder_section_bf=500, + girder_section_bf_b=500, + girder_section_tf=260, + girder_section_tf_b=260, + girder_section_tw=100, + num_girders=5, + girder_spacing=2_750, + + # --- Geometry --- + skew_angle=0, + + # --- Deck --- + carriageway_width=12_000, + deck_thickness=400, + footpath_config="BOTH", + footpath_width=1_500, + railing_width=300, + + # --- Crash Barrier --- + barrier_type="Semi-Rigid", + crash_barrier_subtype="Double W-beam", + + # --- Median --- + enable_median=True, + median_type="Metallic Crash Barrier", + + # --- Railing --- + rail_count=3, + railing_type="rcc", + + # --- Intermediate Stiffeners --- + include_intermediate_stiffeners=True, + intermediate_stiffener_spacing=2_000, + intermediate_stiffener_thickness=20, + intermediate_stiffener_outstand=None, + + # --- End Stiffeners --- + num_end_stiffener_pairs=4, + end_stiffener_thickness=30, + end_stiffener_outstand=None, + + # --- Longitudinal Stiffeners --- + include_longitudinal_stiffeners=True, + num_longitudinal_stiffeners=2, + longitudinal_stiffener_thickness=20, + longitudinal_stiffener_outstand=None, + + # --- Cross Bracing --- + cross_bracing_spacing=4_000, + bracing_type="X", + x_bracket_option="BOTH", + k_top_bracket=True, + + diagonal_section_type="ANGLE", + diagonal_section_dims=SectionDimsDTO(leg_h=100, leg_w=50, connection_type="LONGER_LEG"), + diagonal_thickness=5, + + top_chord_section_type="DOUBLE_CHANNEL", + top_chord_section_dims=SectionDimsDTO(leg_h=80, leg_w=40, connection_type="LONGER_LEG"), + top_chord_thickness=5, + + bottom_chord_section_type="ANGLE", + bottom_chord_section_dims=SectionDimsDTO(leg_h=80, leg_w=40, connection_type="LONGER_LEG"), + bottom_chord_thickness=5, + + # --- End Diaphragm --- + end_diaphragm_type="Cross Bracing", + end_diaphragm_spacing=100, + end_diaphragm_bracing_type="K", + + end_diaphragm_diagonal_section_type="ANGLE", + end_diaphragm_diagonal_section_dims=SectionDimsDTO(leg_h=100, leg_w=50, connection_type="LONGER_LEG"), + end_diaphragm_diagonal_thickness=5, + + end_diaphragm_top_chord_section_type="CHANNEL", + end_diaphragm_top_chord_section_dims=SectionDimsDTO(leg_h=80, leg_w=40, connection_type="LONGER_LEG"), + end_diaphragm_top_chord_thickness=5, + + end_diaphragm_bottom_chord_section_type="ANGLE", + end_diaphragm_bottom_chord_section_dims=SectionDimsDTO(leg_h=80, leg_w=40, connection_type="LONGER_LEG"), + end_diaphragm_bottom_chord_thickness=5, + + end_diaphragm_section="I_SECTION", + end_diaphragm_dims=ISectionDimsDTO(depth=800, flange_width=250, web_thickness=12, flange_thickness=100), + ) + class CustomWindow(QWidget): def __init__(self, title: str, backend: object, parent=None): @@ -244,8 +343,8 @@ def mousePressEvent(self, event): self.cad_log_splitter.addWidget(self.cad_3d_widget) # Plots placeholder (mutually exclusive with dual view + 3d cad) - from osdagbridge.desktop.ui.plots_ui import PlotWidget - self.plots_widget = PlotWidget() + # from osdagbridge.desktop.ui.plots_ui import PlotWidget + self.plots_widget = CentralPlaceholderWidget("PlotWidget") self.plots_widget.setVisible(False) self.cad_log_splitter.addWidget(self.plots_widget) @@ -389,20 +488,20 @@ def common_design_func(self, trigger: str): # Collect all the values from input Dock and pass to backend self.backend.set_input(self.input_dict) - self.backend.design() + # self.backend.design() # Lock the input dock after design is triggered if self.input_dock and not self.input_dock.is_locked: self.input_dock.toggle_lock() # Wire up the plots widget with results from the completed analysis - ds_all = self.backend.get_results_dataset() - loadcases = self.backend.get_available_loadcases() - nodes, members = self.backend.get_nodes_members() - self.plots_widget.setup(ds_all, loadcases, nodes, members) + # ds_all = self.backend.get_results_dataset() + # loadcases = self.backend.get_available_loadcases() + # nodes, members = self.backend.get_nodes_members() + # self.plots_widget.setup(ds_all, loadcases, nodes, members) # Render 3D cad using the parameters from Backend - self.cad_3d_widget.render_3d_cad() + self.cad_3d_widget.render_3d_cad(bridge_parameters) # Close-loading-popup--------------------------------------------- self._finish_loading() From 7822ab96101f06db9c5aa102bbbe15d422afd165 Mon Sep 17 00:00:00 2001 From: Aditya-Donde Date: Sat, 11 Apr 2026 21:16:27 +0530 Subject: [PATCH 139/225] corrected median logic for live load analysis --- .../core/bridge_types/plate_girder/analyser.py | 9 ++++++++- 1 file changed, 8 insertions(+), 1 deletion(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/analyser.py b/src/osdagbridge/core/bridge_types/plate_girder/analyser.py index 35ab30087..645e2b4b8 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/analyser.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/analyser.py @@ -708,6 +708,7 @@ def vehicle_lane_coordinates(self): # Get lane coordinates lane_coords = [] # [(x, z), (x, z), ...] + carriageway_width = None # ---------- Single carriageway ---------- if layout.has_component("carriageway"): @@ -723,8 +724,11 @@ def vehicle_lane_coordinates(self): # ---------- Split carriageway (with median) ---------- else: + cw_left_width = 0.0 + cw_right_width = 0.0 if layout.has_component("carriageway_left"): cw_left = layout.get_component("carriageway_left") + cw_left_width = cw_left.width n_lanes = IRC6_2017.table_6(cw_left.width) lane_width = cw_left.width / n_lanes @@ -735,6 +739,7 @@ def vehicle_lane_coordinates(self): if layout.has_component("carriageway_right"): cw_right = layout.get_component("carriageway_right") + cw_right_width = cw_right.width n_lanes = IRC6_2017.table_6(cw_right.width) lane_width = cw_right.width / n_lanes @@ -743,6 +748,8 @@ def vehicle_lane_coordinates(self): z = cw_right.z_start + (i + 0.5) * lane_width lane_coords.append((x_coord, z)) + carriageway_width = cw_left_width + cw_right_width + if carriageway_width is None: raise ValueError("carriageway_width must be provided or derivable from layout") @@ -1178,7 +1185,7 @@ def plot(self, model=None): crash_barrier_width=0.45 * m, footpath_width=1.50 * m, railing_width=0.30 * m, - median_width=0.0 * m, + median_width=1.0 * m, n_footpaths=2, )) From 387481a71b143c44aed7a39483de4b84fa090d08 Mon Sep 17 00:00:00 2001 From: Aditya Donde Date: Sun, 12 Apr 2026 19:13:29 +0530 Subject: [PATCH 140/225] added matplotlib plots and widget for it --- .../plate_girder/plategirderbridge.py | 14 +- .../plate_girder/plot_generator.py | 519 ++++++++++++++++++ src/osdagbridge/desktop/ui/mpl_plot_widget.py | 122 ++++ src/osdagbridge/desktop/ui/template_page.py | 14 +- 4 files changed, 655 insertions(+), 14 deletions(-) create mode 100644 src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py create mode 100644 src/osdagbridge/desktop/ui/mpl_plot_widget.py diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py index 2d032343d..bc032a469 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py @@ -14,7 +14,7 @@ from .initial_sizing import BridgeConfigurationSolver, DEFAULT_FOOTPATH_WIDTH from .analyser import BridgeGrillageModel from .analysis_results import PlateGirderAnalysisResults -from .plots_widget import ( +from .plot_generator import ( build_figure_sfd, build_figure_bmd, build_figure_bmd_contour, @@ -586,18 +586,18 @@ def get_nodes_members(self) -> tuple[dict, dict]: """Return (nodes, members) dicts built from the active openseespy model.""" return build_nodes_members() - def build_figure_sfd(self, ds, force_key: str) -> str: - """Build and return Plotly SFD figure JSON for the given dataset slice and force key.""" + def build_figure_sfd(self, ds, force_key: str): + """Build and return a matplotlib Figure for the SFD of the given dataset slice.""" nodes, members = self.get_nodes_members() return build_figure_sfd(ds, force_key, nodes, members) - def build_figure_bmd(self, ds, force_key: str) -> tuple[str, dict]: - """Build and return (Plotly BMD figure JSON, summary_data) for the given dataset slice.""" + def build_figure_bmd(self, ds, force_key: str): + """Build and return a matplotlib Figure for the BMD of the given dataset slice.""" nodes, members = self.get_nodes_members() return build_figure_bmd(ds, force_key, nodes, members) - def build_figure_bmd_contour(self, ds, force_key: str) -> str: - """Build and return Plotly BMD contour figure JSON for the given dataset slice.""" + def build_figure_bmd_contour(self, ds, force_key: str): + """Build and return a matplotlib Figure for the BMD contour plot of the given dataset slice.""" nodes, members = self.get_nodes_members() return build_figure_bmd_contour(ds, force_key, nodes, members) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py b/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py new file mode 100644 index 000000000..49d7f9699 --- /dev/null +++ b/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py @@ -0,0 +1,519 @@ +import io +from collections import defaultdict + +import matplotlib +import matplotlib.pyplot as plt +import matplotlib.colors as mcolors +import numpy as np +import openseespy.opensees as ops +from mpl_toolkits.mplot3d.art3d import Line3DCollection + +try: + import mplcursors + _MPLCURSORS = True +except ImportError: + _MPLCURSORS = False + +# Force component map +FORCE_MAP = { + "Fx": ("Vx_i", "Vx_j"), + "Fy": ("Vy_i", "Vy_j"), + "Fz": ("Vz_i", "Vz_j"), + "Mx": ("Mx_i", "Mx_j"), + "My": ("My_i", "My_j"), + "Mz": ("Mz_i", "Mz_j"), +} + +# View settings (elevation/azimuth for a near-front-elevation look) +DEFAULT_ELEV = 10 +DEFAULT_AZIM = -90 + + +# ============================================================================= +# LOW-LEVEL HELPERS +# ============================================================================= + +def build_nodes_members(): + """Build nodes and members dicts from the active openseespy model.""" + nodes = { + int(n): list(map(float, ops.nodeCoord(n))) + for n in ops.getNodeTags() + } + members = { + int(e): list(map(int, ops.eleNodes(e))) + for e in ops.getEleTags() + } + return nodes, members + + +def _find_girders(nodes, members, z_tol=3): + """ + Return an OrderedDict { z_value: [elem_tag, ...] } + containing only longitudinal elements (both end-nodes share the same z). + Elements within each girder are sorted by their i-node x-coordinate. + """ + node_z = {n: round(coord[2], z_tol) for n, coord in nodes.items()} + + girders = defaultdict(list) + for ele, (n1, n2) in members.items(): + if node_z[n1] == node_z[n2]: + girders[node_z[n1]].append(ele) + + # sort elements within each girder by x of i-node + for z_val in girders: + girders[z_val].sort(key=lambda e: nodes[members[e][0]][0]) + + return dict(sorted(girders.items())) + + +def _build_polyline(elems, members, nodes, force_i, force_j, ds): + """ + Build arrays (xs, ys, zs, vals, node_ids) for one girder. + vals[k] is the force at node k: for the i-node of each element and + the j-node of the last element. + """ + def get_force(elem, comp): + return float(ds["forces"].sel(Element=elem, Component=comp).values) + + def find_component(name): + for c in ds["Component"].values: + if c.lower() == name.lower(): + return c + return None + + comp_i = find_component(force_i) + comp_j = find_component(force_j) + + xs, ys, zs, vals, node_ids = [], [], [], [], [] + for e in elems: + n1, n2 = members[e] + x1, y1, z1 = nodes[n1] + xs.append(x1); ys.append(y1); zs.append(z1) + vals.append(round(get_force(e, comp_i), 3)) + node_ids.append(n1) + + last_e = elems[-1] + n1, n2 = members[last_e] + x2, y2, z2 = nodes[n2] + xs.append(x2); ys.append(y2); zs.append(z2) + vals.append(round(get_force(last_e, comp_j), 3)) + node_ids.append(n2) + + return np.array(xs), np.array(ys), np.array(zs), np.array(vals), node_ids + + +# ============================================================================= +# DRAWING HELPERS (matplotlib 3-D) +# ============================================================================= + +def _add_grillage_background(ax, nodes, members): + """Draw all elements as thin dark-grey lines (structural grid).""" + for ele, (n1, n2) in members.items(): + x1, _, z1 = nodes[n1] + x2, _, z2 = nodes[n2] + ax.plot([x1, x2], [z1, z2], [0, 0], + color="darkgrey", linewidth=0.8, alpha=0.6, zorder=1) + + +def _add_coordinate_triad(ax, nodes, scale=0.10): + """Draw X / Y / Z arrows and labels at the minimum-corner of the model.""" + xs = [c[0] for c in nodes.values()] + ys = [c[1] for c in nodes.values()] + zs = [c[2] for c in nodes.values()] + + span = max(max(xs) - min(xs), max(zs) - min(zs)) or 5000 + L = span * scale + + ox, oy, oz = min(xs), 0, min(zs) # triad origin + + colors = {"X": "#FF4136", "Y": "#2ECC40", "Z": "#0074D9"} + + # X arrow (along span) + ax.quiver(ox, oz, oy, L, 0, 0, + color=colors["X"], linewidth=2, arrow_length_ratio=0.25, zorder=5) + ax.text(ox + L * 1.25, oz, oy, "X", color=colors["X"], + fontsize=9, fontweight="bold", zorder=5) + + # Z arrow (along width) — note ax.plot uses (x=span, y=width, z=force) + ax.quiver(ox, oz, oy, 0, L, 0, + color=colors["Z"], linewidth=2, arrow_length_ratio=0.25, zorder=5) + ax.text(ox, oz + L * 1.25, oy, "Z", color=colors["Z"], + fontsize=9, fontweight="bold", zorder=5) + + # Y arrow (upward = force direction) + ax.quiver(ox, oz, oy, 0, 0, L, + color=colors["Y"], linewidth=2, arrow_length_ratio=0.25, zorder=5) + ax.text(ox, oz, oy + L * 1.25, "Y", color=colors["Y"], + fontsize=9, fontweight="bold", zorder=5) + + +# ============================================================================= +# SFD PLOT +# ============================================================================= + +def build_figure_sfd(ds, force_key, nodes, members): + """ + Build a 3-D matplotlib figure showing the Shear Force Diagram. + + Parameters + ---------- + ds : xarray.Dataset — analysis results (must have 'forces' DataArray) + force_key : str — one of FORCE_MAP keys, e.g. "Fy" + nodes : dict — {tag: [x, y, z]} + members : dict — {tag: [n1, n2]} + + Returns + ------- + fig : matplotlib.figure.Figure + """ + comp_i_name, comp_j_name = FORCE_MAP[force_key] + girders = _find_girders(nodes, members) + + fig = plt.figure(figsize=(14, 6), dpi=110, facecolor="white") + ax = fig.add_subplot(111, projection="3d", facecolor="white") + + all_xs = [coord[0] for coord in nodes.values()] + all_zs = [coord[2] for coord in nodes.values()] + x_range = max(all_xs) - min(all_xs) or 1.0 + z_range = max(all_zs) - min(all_zs) or 1.0 + ax.set_xlim(min(all_xs), max(all_xs)) + ax.set_ylim(min(all_zs), max(all_zs)) + ax.set_box_aspect([x_range, z_range, x_range * 0.30]) + + _add_grillage_background(ax, nodes, members) + _add_coordinate_triad(ax, nodes) + + shear_color = "#1565C0" + fill_color = "#90CAF9" + base_color = "#388E3C" + + girder_items = list(girders.items()) + _scatter_objs = [] + _scatter_data = {} + + for i, (z_val, elems) in enumerate(girder_items): + girder_name = f"G{i + 1}" + + xs, ys, zs, Vy, node_ids = _build_polyline( + elems, members, nodes, comp_i_name, comp_j_name, ds + ) + + z_base = float(np.mean(zs)) + z_arr = np.full_like(xs, z_base) + + val_range = max(Vy) - min(Vy) + if val_range == 0: + shear_scale = 1.0 if max(Vy) == 0 else 0.25 * abs((max(xs) - min(xs)) / max(Vy)) + else: + shear_scale = 0.25 * abs((max(xs) - min(xs)) / val_range) + + x_step = np.repeat(xs, 2)[1:-1] + Vy_step = np.repeat(Vy[:-1], 2) + y_step = Vy_step * shear_scale + z_step = np.full_like(x_step, z_base) + + ax.plot_surface( + np.vstack([x_step, x_step]), + np.vstack([z_step, z_step]), + np.vstack([np.zeros_like(y_step), y_step]), + color=fill_color, alpha=0.25, linewidth=0, antialiased=False, zorder=2 + ) + + ax.plot(x_step, z_step, y_step, color=shear_color, linewidth=2.0, zorder=4) + + ax.plot([xs[0], xs[-1]], [z_base, z_base], [0, 0], + color=base_color, linewidth=1.5, zorder=3) + ax.scatter(xs, z_arr, np.zeros_like(xs), + color=base_color, s=18, zorder=4, depthshade=False) + + for xi, vyi in zip(xs, Vy): + ax.plot([xi, xi], [z_base, z_base], [0, vyi * shear_scale], + color=shear_color, linewidth=1.2, alpha=0.7, zorder=3) + + sc = ax.scatter(xs, z_arr, Vy * shear_scale, + color=shear_color, s=30, zorder=5, depthshade=False) + _scatter_objs.append(sc) + _scatter_data[id(sc)] = (node_ids, xs, Vy) + + ax.text(xs[0], z_base, 0, f" {girder_name}", + color="black", fontsize=8, fontweight="bold", + ha="left", va="bottom", zorder=6) + + if _MPLCURSORS and _scatter_objs: + cursor = mplcursors.cursor(_scatter_objs, hover=True) + + @cursor.connect("add") + def on_add(sel, _data=_scatter_data, _fk=force_key): + nids, xs_g, vals_g = _data[id(sel.artist)] + idx = sel.index + sel.annotation.set_text( + f"Node {nids[idx]}\nX: {xs_g[idx]:.2f}\n{_fk}: {vals_g[idx]:.3f}" + ) + sel.annotation.get_bbox_patch().set(fc="white", alpha=0.9) + + ax.set_xlabel("Span Length", fontsize=10, labelpad=8) + ax.set_ylabel("Bridge Width", fontsize=10, labelpad=8) + ax.set_zlabel(f"{force_key} (scaled)", fontsize=10, labelpad=8) + ax.set_title(f"Shear Force Diagram — {force_key}", fontsize=12, fontweight="bold", pad=12) + ax.view_init(elev=DEFAULT_ELEV, azim=DEFAULT_AZIM) + ax.xaxis.pane.fill = False + ax.yaxis.pane.fill = False + ax.zaxis.pane.fill = False + ax.xaxis.pane.set_edgecolor("lightgrey") + ax.yaxis.pane.set_edgecolor("lightgrey") + ax.zaxis.pane.set_edgecolor("lightgrey") + ax.grid(True, linestyle="--", linewidth=0.4, alpha=0.5) + + plt.tight_layout() + return fig + + +# ============================================================================= +# BMD PLOT +# ============================================================================= + +def build_figure_bmd(ds, force_key, nodes, members): + """ + Build a 3-D matplotlib figure showing the Bending Moment Diagram. + + Parameters + ---------- + ds : xarray.Dataset — analysis results (must have 'forces' DataArray) + force_key : str — one of FORCE_MAP keys, e.g. "Mz" + nodes : dict — {tag: [x, y, z]} + members : dict — {tag: [n1, n2]} + + Returns + ------- + fig : matplotlib.figure.Figure + summary_data : dict — {girder_name: {"max": float, "min": float}} + """ + comp_i_name, comp_j_name = FORCE_MAP[force_key] + girders = _find_girders(nodes, members) + + fig = plt.figure(figsize=(14, 6), dpi=110, facecolor="white") + ax = fig.add_subplot(111, projection="3d", facecolor="white") + + all_xs = [coord[0] for coord in nodes.values()] + all_zs = [coord[2] for coord in nodes.values()] + x_range = max(all_xs) - min(all_xs) or 1.0 + z_range = max(all_zs) - min(all_zs) or 1.0 + ax.set_xlim(min(all_xs), max(all_xs)) + ax.set_ylim(min(all_zs), max(all_zs)) + ax.set_box_aspect([x_range, z_range, x_range * 0.30]) + + _add_grillage_background(ax, nodes, members) + _add_coordinate_triad(ax, nodes) + + moment_color = "#C62828" + fill_color = "#EF9A9A" + base_color = "#388E3C" + + summary_data = {} + _scatter_objs = [] + _scatter_data = {} + + for i, (z_val, elems) in enumerate(girders.items()): + girder_name = f"G{i + 1}" + + xs, ys, zs, Mz, node_ids = _build_polyline( + elems, members, nodes, comp_i_name, comp_j_name, ds + ) + + z_base = float(np.mean(zs)) + z_arr = np.full_like(xs, z_base) + + val_range = max(Mz) - min(Mz) + if val_range == 0: + moment_scale = 1.0 if max(Mz) == 0 else 0.1 * abs((max(xs) - min(xs)) / max(Mz)) + else: + moment_scale = 0.1 * abs((max(xs) - min(xs)) / val_range) + + y_plot = -Mz * moment_scale # negate: positive moment plots downward + + ax.plot_surface( + np.vstack([xs, xs]), + np.vstack([z_arr, z_arr]), + np.vstack([np.zeros_like(y_plot), y_plot]), + color=fill_color, alpha=0.25, linewidth=0, antialiased=False, zorder=2 + ) + + ax.plot(xs, z_arr, y_plot, color=moment_color, linewidth=2.0, zorder=4) + + ax.plot([xs[0], xs[-1]], [z_base, z_base], [0, 0], + color=base_color, linewidth=1.5, zorder=3) + ax.scatter(xs, z_arr, np.zeros_like(xs), + color=base_color, s=18, zorder=4, depthshade=False) + + idx_max = int(np.argmax(Mz)) + idx_min = int(np.argmin(Mz)) + for idx, clr in ((idx_max, "#FF4136"), (idx_min, "#0074D9")): + ax.plot([xs[idx], xs[idx]], [z_base, z_base], [0, y_plot[idx]], + color=clr, linewidth=1.5, zorder=3) + ax.text(xs[idx], z_base, y_plot[idx], + f" {Mz[idx]:.2f}", color=clr, fontsize=7, zorder=6) + + sc = ax.scatter(xs, z_arr, y_plot, + color=moment_color, s=30, zorder=5, depthshade=False) + _scatter_objs.append(sc) + _scatter_data[id(sc)] = (node_ids, xs, Mz) + + ax.text(xs[0], z_base, 0, f" {girder_name}", + color="black", fontsize=8, fontweight="bold", + ha="left", va="bottom", zorder=6) + + summary_data[girder_name] = {"max": float(max(Mz)), "min": float(min(Mz))} + + if _MPLCURSORS and _scatter_objs: + cursor = mplcursors.cursor(_scatter_objs, hover=True) + + @cursor.connect("add") + def on_add(sel, _data=_scatter_data, _fk=force_key): + nids, xs_g, vals_g = _data[id(sel.artist)] + idx = sel.index + sel.annotation.set_text( + f"Node {nids[idx]}\nX: {xs_g[idx]:.2f}\n{_fk}: {vals_g[idx]:.3f}" + ) + sel.annotation.get_bbox_patch().set(fc="white", alpha=0.9) + + ax.set_xlabel("Span Length", fontsize=10, labelpad=8) + ax.set_ylabel("Bridge Width", fontsize=10, labelpad=8) + ax.set_zlabel(f"{force_key} (scaled)", fontsize=10, labelpad=8) + ax.set_title(f"Bending Moment Diagram — {force_key}", fontsize=12, fontweight="bold", pad=12) + ax.view_init(elev=DEFAULT_ELEV, azim=DEFAULT_AZIM) + ax.xaxis.pane.fill = False + ax.yaxis.pane.fill = False + ax.zaxis.pane.fill = False + ax.xaxis.pane.set_edgecolor("lightgrey") + ax.yaxis.pane.set_edgecolor("lightgrey") + ax.zaxis.pane.set_edgecolor("lightgrey") + ax.grid(True, linestyle="--", linewidth=0.4, alpha=0.5) + + plt.tight_layout() + return fig, summary_data + + +# ============================================================================= +# BMD CONTOUR PLOT +# ============================================================================= + +def build_figure_bmd_contour(ds, force_key, nodes, members): + """ + Build a 3-D matplotlib figure showing the BMD with a Jet colour-map + scaled to the global moment range across all girders. + + Parameters + ---------- + ds : xarray.Dataset + force_key : str + nodes : dict + members : dict + + Returns + ------- + fig : matplotlib.figure.Figure + """ + comp_i_name, comp_j_name = FORCE_MAP[force_key] + girders = _find_girders(nodes, members) + + # Global moment range for a consistent colour scale + all_vals = [] + for elems in girders.values(): + _, _, _, mz, _ = _build_polyline(elems, members, nodes, comp_i_name, comp_j_name, ds) + all_vals.extend(mz.tolist()) + vmin, vmax = min(all_vals), max(all_vals) + if vmin == vmax: + vmin -= 1.0; vmax += 1.0 + + norm = mcolors.Normalize(vmin=vmin, vmax=vmax) + cmap = plt.colormaps["jet"] + + fig = plt.figure(figsize=(14, 6), dpi=110, facecolor="white") + ax = fig.add_subplot(111, projection="3d", facecolor="white") + + all_xs = [coord[0] for coord in nodes.values()] + all_zs = [coord[2] for coord in nodes.values()] + x_range = max(all_xs) - min(all_xs) or 1.0 + z_range = max(all_zs) - min(all_zs) or 1.0 + ax.set_xlim(min(all_xs), max(all_xs)) + ax.set_ylim(min(all_zs), max(all_zs)) + ax.set_box_aspect([x_range, z_range, x_range * 0.30]) + + _add_grillage_background(ax, nodes, members) + _add_coordinate_triad(ax, nodes) + + base_color = "#388E3C" + + for i, (z_val, elems) in enumerate(girders.items()): + girder_name = f"G{i + 1}" + + xs, ys, zs, Mz, node_ids = _build_polyline( + elems, members, nodes, comp_i_name, comp_j_name, ds + ) + + z_base = float(np.mean(zs)) + z_arr = np.full_like(xs, z_base) + + val_range = max(Mz) - min(Mz) + if val_range == 0: + moment_scale = 1.0 if max(Mz) == 0 else 0.1 * abs((max(xs) - min(xs)) / max(Mz)) + else: + moment_scale = 0.1 * abs((max(xs) - min(xs)) / val_range) + + y_plot = Mz * moment_scale + + face_colors = cmap(norm(np.vstack([Mz, Mz]))) + ax.plot_surface( + np.vstack([xs, xs]), + np.vstack([z_arr, z_arr]), + np.vstack([np.zeros_like(y_plot), y_plot]), + facecolors=face_colors, alpha=0.35, linewidth=0, + antialiased=False, zorder=2 + ) + + pts = np.column_stack([xs, z_arr, y_plot]) # (N, 3) + segs = np.stack([pts[:-1], pts[1:]], axis=1) # (N-1, 2, 3) + seg_colors = cmap(norm((Mz[:-1] + Mz[1:]) / 2)) + lc = Line3DCollection(segs, colors=seg_colors, linewidths=3, zorder=4) + ax.add_collection3d(lc) + + ax.plot([xs[0], xs[-1]], [z_base, z_base], [0, 0], + color=base_color, linewidth=1.5, linestyle="--", zorder=3) + + for xi, zi, mzi, ypi in zip(xs, z_arr, Mz, y_plot): + ax.plot([xi, xi], [zi, zi], [0, ypi], + color=cmap(norm(mzi)), linewidth=1.0, alpha=0.7, zorder=3) + + ax.text(xs[0], z_base, 0, f" {girder_name}", + color="black", fontsize=8, fontweight="bold", + ha="left", va="bottom", zorder=6) + + sm = plt.cm.ScalarMappable(cmap=cmap, norm=norm) + sm.set_array([]) + cbar = fig.colorbar(sm, ax=ax, shrink=0.5, pad=0.1, aspect=20) + cbar.set_label(f"{force_key}", fontsize=10) + + ax.set_xlabel("Span Length", fontsize=10, labelpad=8) + ax.set_ylabel("Bridge Width", fontsize=10, labelpad=8) + ax.set_zlabel(f"{force_key} (scaled)", fontsize=10, labelpad=8) + ax.set_title(f"BMD Contour — {force_key}", fontsize=12, fontweight="bold", pad=12) + ax.view_init(elev=DEFAULT_ELEV, azim=DEFAULT_AZIM) + ax.xaxis.pane.fill = False + ax.yaxis.pane.fill = False + ax.zaxis.pane.fill = False + ax.xaxis.pane.set_edgecolor("lightgrey") + ax.yaxis.pane.set_edgecolor("lightgrey") + ax.zaxis.pane.set_edgecolor("lightgrey") + ax.grid(True, linestyle="--", linewidth=0.4, alpha=0.5) + + plt.tight_layout() + return fig + + +def figure_to_bytes(fig, fmt="png", dpi=150): + """Convenience helper — render a matplotlib figure to raw bytes.""" + buf = io.BytesIO() + fig.savefig(buf, format=fmt, dpi=dpi, bbox_inches="tight", facecolor="white") + buf.seek(0) + plt.close(fig) + return buf.read() diff --git a/src/osdagbridge/desktop/ui/mpl_plot_widget.py b/src/osdagbridge/desktop/ui/mpl_plot_widget.py new file mode 100644 index 000000000..72247294d --- /dev/null +++ b/src/osdagbridge/desktop/ui/mpl_plot_widget.py @@ -0,0 +1,122 @@ +import matplotlib +matplotlib.use("QtAgg") + +from matplotlib.backends.backend_qtagg import FigureCanvasQTAgg, NavigationToolbar2QT +import matplotlib.pyplot as plt + +from PySide6.QtWidgets import ( + QWidget, QVBoxLayout, QHBoxLayout, QLabel, QComboBox, +) + +from osdagbridge.core.bridge_types.plate_girder.plot_generator import ( + build_figure_sfd, + build_figure_bmd, + FORCE_MAP, +) + +# Forces starting with "F" -> shear (SFD); starting with "M" -> moment (BMD) +_SFD_KEYS = {k for k in FORCE_MAP if k.startswith("F")} + + +class MplPlotWidget(QWidget): + """ + PySide6 widget that renders matplotlib analysis plots. + + - Fx / Fy / Fz -> Shear Force Diagram (step plot) + - Mx / My / Mz -> Bending Moment Diagram (curve plot) + + Call setup() after bridge.design() completes to populate the widget. + """ + + def __init__(self, parent=None): + super().__init__(parent) + + # Data populated by setup() + self._ds_all = None + self._nodes = {} + self._members = {} + + # Top control bar + top = QHBoxLayout() + top.setContentsMargins(4, 4, 4, 0) + top.setSpacing(8) + + top.addWidget(QLabel("Load case:")) + self.combo_lc = QComboBox() + self.combo_lc.currentTextChanged.connect(self._on_controls_changed) + top.addWidget(self.combo_lc) + + top.addWidget(QLabel("Force:")) + self.combo_force = QComboBox() + self.combo_force.addItems(list(FORCE_MAP.keys())) + self.combo_force.setCurrentText("Fy") + self.combo_force.currentTextChanged.connect(self._on_controls_changed) + top.addWidget(self.combo_force) + + top.addStretch() + + # Matplotlib canvas + self._fig = plt.figure(figsize=(14, 6), facecolor="white") + self._canvas = FigureCanvasQTAgg(self._fig) + self._canvas.setMinimumHeight(300) + + # Navigation toolbar (zoom / pan / save) + self._toolbar = NavigationToolbar2QT(self._canvas, self) + + # Assemble layout + root = QVBoxLayout(self) + root.setContentsMargins(0, 0, 0, 0) + root.setSpacing(0) + root.addLayout(top) + root.addWidget(self._toolbar) + root.addWidget(self._canvas, stretch=1) + + # Public API + + def setup(self, ds_all, loadcases: list, nodes: dict, members: dict): + """ + Populate the widget after bridge analysis is complete. + + Parameters + ---------- + ds_all : xarray.Dataset — full results dataset (all load cases) + loadcases : list[str] — load case names for the combo box + nodes : dict — {tag: [x, y, z]} + members : dict — {tag: [n1, n2]} + """ + self._ds_all = ds_all + self._nodes = nodes + self._members = members + + self.combo_lc.blockSignals(True) + self.combo_lc.clear() + self.combo_lc.addItems(loadcases) + self.combo_lc.blockSignals(False) + + self.update_plot() + + def update_plot(self): + """Rebuild and redraw the current figure from the selected controls.""" + if self._ds_all is None: + return + + loadcase = self.combo_lc.currentText() + force_key = self.combo_force.currentText() + + ds = self._ds_all.sel(Loadcase=loadcase) + + plt.close(self._fig) + + if force_key in _SFD_KEYS: + self._fig = build_figure_sfd(ds, force_key, self._nodes, self._members) + else: + self._fig, _ = build_figure_bmd(ds, force_key, self._nodes, self._members) + + self._canvas.figure = self._fig + self._fig.set_canvas(self._canvas) + self._canvas.draw() + + # Internal slots + + def _on_controls_changed(self): + self.update_plot() diff --git a/src/osdagbridge/desktop/ui/template_page.py b/src/osdagbridge/desktop/ui/template_page.py index 1bff32e3f..8ab920ab8 100644 --- a/src/osdagbridge/desktop/ui/template_page.py +++ b/src/osdagbridge/desktop/ui/template_page.py @@ -343,8 +343,8 @@ def mousePressEvent(self, event): self.cad_log_splitter.addWidget(self.cad_3d_widget) # Plots placeholder (mutually exclusive with dual view + 3d cad) - # from osdagbridge.desktop.ui.plots_ui import PlotWidget - self.plots_widget = CentralPlaceholderWidget("PlotWidget") + from osdagbridge.desktop.ui.mpl_plot_widget import MplPlotWidget + self.plots_widget = MplPlotWidget() self.plots_widget.setVisible(False) self.cad_log_splitter.addWidget(self.plots_widget) @@ -488,17 +488,17 @@ def common_design_func(self, trigger: str): # Collect all the values from input Dock and pass to backend self.backend.set_input(self.input_dict) - # self.backend.design() + self.backend.design() # Lock the input dock after design is triggered if self.input_dock and not self.input_dock.is_locked: self.input_dock.toggle_lock() # Wire up the plots widget with results from the completed analysis - # ds_all = self.backend.get_results_dataset() - # loadcases = self.backend.get_available_loadcases() - # nodes, members = self.backend.get_nodes_members() - # self.plots_widget.setup(ds_all, loadcases, nodes, members) + ds_all = self.backend.get_results_dataset() + loadcases = self.backend.get_available_loadcases() + nodes, members = self.backend.get_nodes_members() + self.plots_widget.setup(ds_all, loadcases, nodes, members) # Render 3D cad using the parameters from Backend self.cad_3d_widget.render_3d_cad(bridge_parameters) From bc41bbccc875e7ae24fae28f7277b97ab9253587 Mon Sep 17 00:00:00 2001 From: Aditya Donde Date: Sun, 12 Apr 2026 19:46:44 +0530 Subject: [PATCH 141/225] updated the matplotlib plots --- .../bridge_types/plate_girder/defaults.py | 2 +- .../plate_girder/plategirderbridge.py | 21 +- .../plate_girder/plot_generator.py | 190 +++++++++++++----- src/osdagbridge/desktop/ui/mpl_plot_widget.py | 9 +- src/osdagbridge/desktop/ui/template_page.py | 3 +- 5 files changed, 165 insertions(+), 60 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/defaults.py b/src/osdagbridge/core/bridge_types/plate_girder/defaults.py index 1d6dfcf34..0ff2e7cdb 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/defaults.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/defaults.py @@ -30,7 +30,7 @@ DEFAULT_SPAN_M = 33.5 DEFAULT_CARRIAGEWAY_WIDTH_M = 10.0 DEFAULT_MEDIAN_WIDTH_M = 0.0 -DEFAULT_NO_OF_GIRDERS = 6 +DEFAULT_NO_OF_GIRDERS = 4 DEFAULT_DECK_THICKNESS_MM = float(IS_DEFAULT_DECK_THICKNESS_MM) DEFAULT_GIRDER_SYMMETRY = "Girder Symmetric" DEFAULT_SKEW_ANGLE_DEG = 0.0 diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py index bc032a469..33a9d7f87 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py @@ -225,11 +225,16 @@ def _build_dtos(self, parsed: dict) -> None: # n_t: transverse grid lines — approx one division every 2 × girder spacings n_t = max(3, int(round(span / (DEFAULT_GIRDER_SPACING * 2)))) + deck_overhang = self.sizing_result.deck_overhang + # When there is an overhang, the two edge beams add 2 extra longitudinal + # grid lines on top of the structural girder count. + n_l = self.sizing_result.no_of_girders + (2 if deck_overhang > 0 else 0) + self.grillage_geometry = GrillageGeometry( L=span, - n_l=self.sizing_result.no_of_girders, + n_l=n_l, n_t=n_t, - edge_dist=self.sizing_result.deck_overhang, + edge_dist=deck_overhang, ext_to_int_dist=self.sizing_result.girder_spacing, angle=parsed["skew_angle"], ) @@ -586,20 +591,26 @@ def get_nodes_members(self) -> tuple[dict, dict]: """Return (nodes, members) dicts built from the active openseespy model.""" return build_nodes_members() + def get_edge_dist(self) -> float: + """Return the deck overhang distance (0.0 when no overhang).""" + if self.sizing_result is None: + return 0.0 + return self.sizing_result.deck_overhang or 0.0 + def build_figure_sfd(self, ds, force_key: str): """Build and return a matplotlib Figure for the SFD of the given dataset slice.""" nodes, members = self.get_nodes_members() - return build_figure_sfd(ds, force_key, nodes, members) + return build_figure_sfd(ds, force_key, nodes, members, edge_dist=self.get_edge_dist()) def build_figure_bmd(self, ds, force_key: str): """Build and return a matplotlib Figure for the BMD of the given dataset slice.""" nodes, members = self.get_nodes_members() - return build_figure_bmd(ds, force_key, nodes, members) + return build_figure_bmd(ds, force_key, nodes, members, edge_dist=self.get_edge_dist()) def build_figure_bmd_contour(self, ds, force_key: str): """Build and return a matplotlib Figure for the BMD contour plot of the given dataset slice.""" nodes, members = self.get_nodes_members() - return build_figure_bmd_contour(ds, force_key, nodes, members) + return build_figure_bmd_contour(ds, force_key, nodes, members, edge_dist=self.get_edge_dist()) # ───────────────────────────────────────────────────────────────────────── # Helpers diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py b/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py index 49d7f9699..e8bd7c1a9 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py @@ -89,14 +89,14 @@ def find_component(name): n1, n2 = members[e] x1, y1, z1 = nodes[n1] xs.append(x1); ys.append(y1); zs.append(z1) - vals.append(round(get_force(e, comp_i), 3)) + vals.append(round(get_force(e, comp_i) / 1000, 3)) # N → kN node_ids.append(n1) last_e = elems[-1] n1, n2 = members[last_e] x2, y2, z2 = nodes[n2] xs.append(x2); ys.append(y2); zs.append(z2) - vals.append(round(get_force(last_e, comp_j), 3)) + vals.append(round(get_force(last_e, comp_j) / 1000, 3)) # N → kN node_ids.append(n2) return np.array(xs), np.array(ys), np.array(zs), np.array(vals), node_ids @@ -106,13 +106,42 @@ def find_component(name): # DRAWING HELPERS (matplotlib 3-D) # ============================================================================= -def _add_grillage_background(ax, nodes, members): - """Draw all elements as thin dark-grey lines (structural grid).""" - for ele, (n1, n2) in members.items(): - x1, _, z1 = nodes[n1] - x2, _, z2 = nodes[n2] - ax.plot([x1, x2], [z1, z2], [0, 0], - color="darkgrey", linewidth=0.8, alpha=0.6, zorder=1) +def _add_grillage_background(ax, nodes, members, x_tol=3, z_tol=3): + """ + Draw the structural grid by grouping nodes rather than tracing element tags. + + • Longitudinal lines — nodes sharing the same z-position connected in x-order. + • Transverse lines — nodes sharing the same x-position connected in z-order. + + This guarantees that transverse connections are visible regardless of how + ospgrillage numbers its elements or the current camera angle. + """ + from collections import defaultdict + + # round keys to avoid floating-point scatter + by_z = defaultdict(list) # z_key → [x, ...] + by_x = defaultdict(list) # x_key → [z, ...] + + for coord in nodes.values(): + rx = round(coord[0], x_tol) + rz = round(coord[2], z_tol) + by_z[rz].append(coord[0]) + by_x[rx].append(coord[2]) + + long_kw = dict(color="darkgrey", linewidth=0.8, alpha=0.5, zorder=1) + trans_kw = dict(color="slategrey", linewidth=1.8, alpha=0.8, zorder=1) + + # longitudinal lines (along span) + for z_val, x_vals in by_z.items(): + x_sorted = sorted(set(x_vals)) + if len(x_sorted) > 1: + ax.plot(x_sorted, [z_val] * len(x_sorted), [0] * len(x_sorted), **long_kw) + + # transverse lines (across width) + for x_val, z_vals in by_x.items(): + z_sorted = sorted(set(z_vals)) + if len(z_sorted) > 1: + ax.plot([x_val] * len(z_sorted), z_sorted, [0] * len(z_sorted), **trans_kw) def _add_coordinate_triad(ax, nodes, scale=0.10): @@ -151,7 +180,7 @@ def _add_coordinate_triad(ax, nodes, scale=0.10): # SFD PLOT # ============================================================================= -def build_figure_sfd(ds, force_key, nodes, members): +def build_figure_sfd(ds, force_key, nodes, members, edge_dist=0.0): """ Build a 3-D matplotlib figure showing the Shear Force Diagram. @@ -161,6 +190,10 @@ def build_figure_sfd(ds, force_key, nodes, members): force_key : str — one of FORCE_MAP keys, e.g. "Fy" nodes : dict — {tag: [x, y, z]} members : dict — {tag: [n1, n2]} + edge_dist : float — overhang distance; when > 0 the outermost two + girders are edge beams and are skipped in the + force diagram (their lines remain visible via + the grillage background). Returns ------- @@ -188,19 +221,45 @@ def build_figure_sfd(ds, force_key, nodes, members): base_color = "#388E3C" girder_items = list(girders.items()) + n_girders = len(girder_items) _scatter_objs = [] _scatter_data = {} for i, (z_val, elems) in enumerate(girder_items): - girder_name = f"G{i + 1}" + is_edge_beam = edge_dist > 0 and (i == 0 or i == n_girders - 1) + girder_name = f"G{i}" if edge_dist > 0 else f"G{i + 1}" xs, ys, zs, Vy, node_ids = _build_polyline( elems, members, nodes, comp_i_name, comp_j_name, ds ) + # The j-end force from OpenSees uses the opposite sign convention. + # Negate the last value so the rightmost node shows the correct shear. + Vy = Vy.copy() + Vy[-1] = -Vy[-1] + z_base = float(np.mean(zs)) z_arr = np.full_like(xs, z_base) + # baseline (solid) - grey for edge beams, green for structural + ax.plot([xs[0], xs[-1]], [z_base, z_base], [0, 0], + color="slategrey" if is_edge_beam else base_color, + linewidth=1.5, zorder=3) + + # edge beams: baseline only, no markers / label / force diagram + if is_edge_beam: + continue + + ax.scatter(xs, z_arr, np.zeros_like(xs), + color=base_color, s=18, zorder=4, depthshade=False) + + # girder label + ax.text(xs[0], z_base, 0, f" {girder_name}", + color="black", fontsize=11, fontweight="bold", + ha="left", va="bottom", zorder=6, + bbox=dict(boxstyle="round,pad=0.2", facecolor="white", + alpha=0.8, edgecolor="none")) + val_range = max(Vy) - min(Vy) if val_range == 0: shear_scale = 1.0 if max(Vy) == 0 else 0.25 * abs((max(xs) - min(xs)) / max(Vy)) @@ -219,13 +278,10 @@ def build_figure_sfd(ds, force_key, nodes, members): color=fill_color, alpha=0.25, linewidth=0, antialiased=False, zorder=2 ) + # shear step line ax.plot(x_step, z_step, y_step, color=shear_color, linewidth=2.0, zorder=4) - ax.plot([xs[0], xs[-1]], [z_base, z_base], [0, 0], - color=base_color, linewidth=1.5, zorder=3) - ax.scatter(xs, z_arr, np.zeros_like(xs), - color=base_color, s=18, zorder=4, depthshade=False) - + # vertical cliff lines for xi, vyi in zip(xs, Vy): ax.plot([xi, xi], [z_base, z_base], [0, vyi * shear_scale], color=shear_color, linewidth=1.2, alpha=0.7, zorder=3) @@ -235,10 +291,7 @@ def build_figure_sfd(ds, force_key, nodes, members): _scatter_objs.append(sc) _scatter_data[id(sc)] = (node_ids, xs, Vy) - ax.text(xs[0], z_base, 0, f" {girder_name}", - color="black", fontsize=8, fontweight="bold", - ha="left", va="bottom", zorder=6) - + # hover annotations if _MPLCURSORS and _scatter_objs: cursor = mplcursors.cursor(_scatter_objs, hover=True) @@ -247,13 +300,13 @@ def on_add(sel, _data=_scatter_data, _fk=force_key): nids, xs_g, vals_g = _data[id(sel.artist)] idx = sel.index sel.annotation.set_text( - f"Node {nids[idx]}\nX: {xs_g[idx]:.2f}\n{_fk}: {vals_g[idx]:.3f}" + f"Node {nids[idx]}\nX: {xs_g[idx]:.2f}\n{_fk}: {vals_g[idx]:.3f} kN" ) sel.annotation.get_bbox_patch().set(fc="white", alpha=0.9) ax.set_xlabel("Span Length", fontsize=10, labelpad=8) ax.set_ylabel("Bridge Width", fontsize=10, labelpad=8) - ax.set_zlabel(f"{force_key} (scaled)", fontsize=10, labelpad=8) + ax.set_zlabel(f"{force_key} (kN, scaled)", fontsize=10, labelpad=8) ax.set_title(f"Shear Force Diagram — {force_key}", fontsize=12, fontweight="bold", pad=12) ax.view_init(elev=DEFAULT_ELEV, azim=DEFAULT_AZIM) ax.xaxis.pane.fill = False @@ -272,7 +325,7 @@ def on_add(sel, _data=_scatter_data, _fk=force_key): # BMD PLOT # ============================================================================= -def build_figure_bmd(ds, force_key, nodes, members): +def build_figure_bmd(ds, force_key, nodes, members, edge_dist=0.0): """ Build a 3-D matplotlib figure showing the Bending Moment Diagram. @@ -282,6 +335,10 @@ def build_figure_bmd(ds, force_key, nodes, members): force_key : str — one of FORCE_MAP keys, e.g. "Mz" nodes : dict — {tag: [x, y, z]} members : dict — {tag: [n1, n2]} + edge_dist : float — overhang distance; when > 0 the outermost two + girders are edge beams and are skipped in the + force diagram (their lines remain visible via + the grillage background). Returns ------- @@ -309,12 +366,15 @@ def build_figure_bmd(ds, force_key, nodes, members): fill_color = "#EF9A9A" base_color = "#388E3C" + girder_items_bmd = list(girders.items()) + n_girders_bmd = len(girder_items_bmd) summary_data = {} _scatter_objs = [] _scatter_data = {} - for i, (z_val, elems) in enumerate(girders.items()): - girder_name = f"G{i + 1}" + for i, (z_val, elems) in enumerate(girder_items_bmd): + is_edge_beam = edge_dist > 0 and (i == 0 or i == n_girders_bmd - 1) + girder_name = f"G{i}" if edge_dist > 0 else f"G{i + 1}" xs, ys, zs, Mz, node_ids = _build_polyline( elems, members, nodes, comp_i_name, comp_j_name, ds @@ -323,6 +383,25 @@ def build_figure_bmd(ds, force_key, nodes, members): z_base = float(np.mean(zs)) z_arr = np.full_like(xs, z_base) + # baseline (solid) - grey for edge beams, green for structural + ax.plot([xs[0], xs[-1]], [z_base, z_base], [0, 0], + color="slategrey" if is_edge_beam else base_color, + linewidth=1.5, zorder=3) + + # edge beams: baseline only, no markers / label / force diagram + if is_edge_beam: + continue + + ax.scatter(xs, z_arr, np.zeros_like(xs), + color=base_color, s=18, zorder=4, depthshade=False) + + # girder label + ax.text(xs[0], z_base, 0, f" {girder_name}", + color="black", fontsize=11, fontweight="bold", + ha="left", va="bottom", zorder=6, + bbox=dict(boxstyle="round,pad=0.2", facecolor="white", + alpha=0.8, edgecolor="none")) + val_range = max(Mz) - min(Mz) if val_range == 0: moment_scale = 1.0 if max(Mz) == 0 else 0.1 * abs((max(xs) - min(xs)) / max(Mz)) @@ -340,28 +419,19 @@ def build_figure_bmd(ds, force_key, nodes, members): ax.plot(xs, z_arr, y_plot, color=moment_color, linewidth=2.0, zorder=4) - ax.plot([xs[0], xs[-1]], [z_base, z_base], [0, 0], - color=base_color, linewidth=1.5, zorder=3) - ax.scatter(xs, z_arr, np.zeros_like(xs), - color=base_color, s=18, zorder=4, depthshade=False) - idx_max = int(np.argmax(Mz)) idx_min = int(np.argmin(Mz)) for idx, clr in ((idx_max, "#FF4136"), (idx_min, "#0074D9")): ax.plot([xs[idx], xs[idx]], [z_base, z_base], [0, y_plot[idx]], color=clr, linewidth=1.5, zorder=3) ax.text(xs[idx], z_base, y_plot[idx], - f" {Mz[idx]:.2f}", color=clr, fontsize=7, zorder=6) + f" {Mz[idx]:.2f} kN", color=clr, fontsize=7, zorder=6) sc = ax.scatter(xs, z_arr, y_plot, color=moment_color, s=30, zorder=5, depthshade=False) _scatter_objs.append(sc) _scatter_data[id(sc)] = (node_ids, xs, Mz) - ax.text(xs[0], z_base, 0, f" {girder_name}", - color="black", fontsize=8, fontweight="bold", - ha="left", va="bottom", zorder=6) - summary_data[girder_name] = {"max": float(max(Mz)), "min": float(min(Mz))} if _MPLCURSORS and _scatter_objs: @@ -372,13 +442,13 @@ def on_add(sel, _data=_scatter_data, _fk=force_key): nids, xs_g, vals_g = _data[id(sel.artist)] idx = sel.index sel.annotation.set_text( - f"Node {nids[idx]}\nX: {xs_g[idx]:.2f}\n{_fk}: {vals_g[idx]:.3f}" + f"Node {nids[idx]}\nX: {xs_g[idx]:.2f}\n{_fk}: {vals_g[idx]:.3f} kN" ) sel.annotation.get_bbox_patch().set(fc="white", alpha=0.9) ax.set_xlabel("Span Length", fontsize=10, labelpad=8) ax.set_ylabel("Bridge Width", fontsize=10, labelpad=8) - ax.set_zlabel(f"{force_key} (scaled)", fontsize=10, labelpad=8) + ax.set_zlabel(f"{force_key} (kN, scaled)", fontsize=10, labelpad=8) ax.set_title(f"Bending Moment Diagram — {force_key}", fontsize=12, fontweight="bold", pad=12) ax.view_init(elev=DEFAULT_ELEV, azim=DEFAULT_AZIM) ax.xaxis.pane.fill = False @@ -397,7 +467,7 @@ def on_add(sel, _data=_scatter_data, _fk=force_key): # BMD CONTOUR PLOT # ============================================================================= -def build_figure_bmd_contour(ds, force_key, nodes, members): +def build_figure_bmd_contour(ds, force_key, nodes, members, edge_dist=0.0): """ Build a 3-D matplotlib figure showing the BMD with a Jet colour-map scaled to the global moment range across all girders. @@ -408,6 +478,10 @@ def build_figure_bmd_contour(ds, force_key, nodes, members): force_key : str nodes : dict members : dict + edge_dist : float — overhang distance; when > 0 the outermost two + girders are edge beams and are skipped in the + force diagram (their lines remain visible via + the grillage background). Returns ------- @@ -416,9 +490,14 @@ def build_figure_bmd_contour(ds, force_key, nodes, members): comp_i_name, comp_j_name = FORCE_MAP[force_key] girders = _find_girders(nodes, members) - # Global moment range for a consistent colour scale + girder_items_cnt = list(girders.items()) + n_girders_cnt = len(girder_items_cnt) + + # Global moment range - exclude edge beams from colour scale all_vals = [] - for elems in girders.values(): + for i, (_, elems) in enumerate(girder_items_cnt): + if edge_dist > 0 and (i == 0 or i == n_girders_cnt - 1): + continue _, _, _, mz, _ = _build_polyline(elems, members, nodes, comp_i_name, comp_j_name, ds) all_vals.extend(mz.tolist()) vmin, vmax = min(all_vals), max(all_vals) @@ -444,8 +523,9 @@ def build_figure_bmd_contour(ds, force_key, nodes, members): base_color = "#388E3C" - for i, (z_val, elems) in enumerate(girders.items()): - girder_name = f"G{i + 1}" + for i, (z_val, elems) in enumerate(girder_items_cnt): + is_edge_beam = edge_dist > 0 and (i == 0 or i == n_girders_cnt - 1) + girder_name = f"G{i}" if edge_dist > 0 else f"G{i + 1}" xs, ys, zs, Mz, node_ids = _build_polyline( elems, members, nodes, comp_i_name, comp_j_name, ds @@ -454,6 +534,22 @@ def build_figure_bmd_contour(ds, force_key, nodes, members): z_base = float(np.mean(zs)) z_arr = np.full_like(xs, z_base) + # baseline - grey for edge beams, green for structural + ax.plot([xs[0], xs[-1]], [z_base, z_base], [0, 0], + color="slategrey" if is_edge_beam else base_color, + linewidth=1.5, linestyle="--", zorder=3) + + # edge beams: baseline only, no label or force diagram + if is_edge_beam: + continue + + # girder label + ax.text(xs[0], z_base, 0, f" {girder_name}", + color="black", fontsize=11, fontweight="bold", + ha="left", va="bottom", zorder=6, + bbox=dict(boxstyle="round,pad=0.2", facecolor="white", + alpha=0.8, edgecolor="none")) + val_range = max(Mz) - min(Mz) if val_range == 0: moment_scale = 1.0 if max(Mz) == 0 else 0.1 * abs((max(xs) - min(xs)) / max(Mz)) @@ -477,17 +573,11 @@ def build_figure_bmd_contour(ds, force_key, nodes, members): lc = Line3DCollection(segs, colors=seg_colors, linewidths=3, zorder=4) ax.add_collection3d(lc) - ax.plot([xs[0], xs[-1]], [z_base, z_base], [0, 0], - color=base_color, linewidth=1.5, linestyle="--", zorder=3) - + # coloured drop lines at each node for xi, zi, mzi, ypi in zip(xs, z_arr, Mz, y_plot): ax.plot([xi, xi], [zi, zi], [0, ypi], color=cmap(norm(mzi)), linewidth=1.0, alpha=0.7, zorder=3) - ax.text(xs[0], z_base, 0, f" {girder_name}", - color="black", fontsize=8, fontweight="bold", - ha="left", va="bottom", zorder=6) - sm = plt.cm.ScalarMappable(cmap=cmap, norm=norm) sm.set_array([]) cbar = fig.colorbar(sm, ax=ax, shrink=0.5, pad=0.1, aspect=20) @@ -495,7 +585,7 @@ def build_figure_bmd_contour(ds, force_key, nodes, members): ax.set_xlabel("Span Length", fontsize=10, labelpad=8) ax.set_ylabel("Bridge Width", fontsize=10, labelpad=8) - ax.set_zlabel(f"{force_key} (scaled)", fontsize=10, labelpad=8) + ax.set_zlabel(f"{force_key} (kN, scaled)", fontsize=10, labelpad=8) ax.set_title(f"BMD Contour — {force_key}", fontsize=12, fontweight="bold", pad=12) ax.view_init(elev=DEFAULT_ELEV, azim=DEFAULT_AZIM) ax.xaxis.pane.fill = False diff --git a/src/osdagbridge/desktop/ui/mpl_plot_widget.py b/src/osdagbridge/desktop/ui/mpl_plot_widget.py index 72247294d..728d6e46e 100644 --- a/src/osdagbridge/desktop/ui/mpl_plot_widget.py +++ b/src/osdagbridge/desktop/ui/mpl_plot_widget.py @@ -35,6 +35,7 @@ def __init__(self, parent=None): self._ds_all = None self._nodes = {} self._members = {} + self._edge_dist = 0.0 # Top control bar top = QHBoxLayout() @@ -73,7 +74,7 @@ def __init__(self, parent=None): # Public API - def setup(self, ds_all, loadcases: list, nodes: dict, members: dict): + def setup(self, ds_all, loadcases: list, nodes: dict, members: dict, edge_dist: float = 0.0): """ Populate the widget after bridge analysis is complete. @@ -83,10 +84,12 @@ def setup(self, ds_all, loadcases: list, nodes: dict, members: dict): loadcases : list[str] — load case names for the combo box nodes : dict — {tag: [x, y, z]} members : dict — {tag: [n1, n2]} + edge_dist : float — deck overhang; > 0 means edge beams are present """ self._ds_all = ds_all self._nodes = nodes self._members = members + self._edge_dist = edge_dist self.combo_lc.blockSignals(True) self.combo_lc.clear() @@ -108,9 +111,9 @@ def update_plot(self): plt.close(self._fig) if force_key in _SFD_KEYS: - self._fig = build_figure_sfd(ds, force_key, self._nodes, self._members) + self._fig = build_figure_sfd(ds, force_key, self._nodes, self._members, edge_dist=self._edge_dist) else: - self._fig, _ = build_figure_bmd(ds, force_key, self._nodes, self._members) + self._fig, _ = build_figure_bmd(ds, force_key, self._nodes, self._members, edge_dist=self._edge_dist) self._canvas.figure = self._fig self._fig.set_canvas(self._canvas) diff --git a/src/osdagbridge/desktop/ui/template_page.py b/src/osdagbridge/desktop/ui/template_page.py index 8ab920ab8..44c550f84 100644 --- a/src/osdagbridge/desktop/ui/template_page.py +++ b/src/osdagbridge/desktop/ui/template_page.py @@ -498,7 +498,8 @@ def common_design_func(self, trigger: str): ds_all = self.backend.get_results_dataset() loadcases = self.backend.get_available_loadcases() nodes, members = self.backend.get_nodes_members() - self.plots_widget.setup(ds_all, loadcases, nodes, members) + edge_dist = self.backend.get_edge_dist() + self.plots_widget.setup(ds_all, loadcases, nodes, members, edge_dist=edge_dist) # Render 3D cad using the parameters from Backend self.cad_3d_widget.render_3d_cad(bridge_parameters) From b81e73527b6a36c7e47a38ceb817ef151b20c058 Mon Sep 17 00:00:00 2001 From: Aditya Donde Date: Sun, 12 Apr 2026 20:06:09 +0530 Subject: [PATCH 142/225] removed the mpl toolbar and connected the widget to the output dock --- .../plate_girder/plot_generator.py | 27 ++- src/osdagbridge/desktop/ui/mpl_plot_widget.py | 183 +++++++++++------- src/osdagbridge/desktop/ui/template_page.py | 1 + 3 files changed, 135 insertions(+), 76 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py b/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py index e8bd7c1a9..f7918a941 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py @@ -24,6 +24,12 @@ "Mz": ("Mz_i", "Mz_j"), } +# Human-readable labels shown in plot titles / axis labels +FORCE_DISPLAY = { + "Fx": "Vx", "Fy": "Vy", "Fz": "Vz", + "Mx": "Mx", "My": "My", "Mz": "Mz", +} + # View settings (elevation/azimuth for a near-front-elevation look) DEFAULT_ELEV = 10 DEFAULT_AZIM = -90 @@ -200,6 +206,7 @@ def build_figure_sfd(ds, force_key, nodes, members, edge_dist=0.0): fig : matplotlib.figure.Figure """ comp_i_name, comp_j_name = FORCE_MAP[force_key] + disp_key = FORCE_DISPLAY.get(force_key, force_key) girders = _find_girders(nodes, members) fig = plt.figure(figsize=(14, 6), dpi=110, facecolor="white") @@ -296,7 +303,7 @@ def build_figure_sfd(ds, force_key, nodes, members, edge_dist=0.0): cursor = mplcursors.cursor(_scatter_objs, hover=True) @cursor.connect("add") - def on_add(sel, _data=_scatter_data, _fk=force_key): + def on_add(sel, _data=_scatter_data, _fk=disp_key): nids, xs_g, vals_g = _data[id(sel.artist)] idx = sel.index sel.annotation.set_text( @@ -306,8 +313,8 @@ def on_add(sel, _data=_scatter_data, _fk=force_key): ax.set_xlabel("Span Length", fontsize=10, labelpad=8) ax.set_ylabel("Bridge Width", fontsize=10, labelpad=8) - ax.set_zlabel(f"{force_key} (kN, scaled)", fontsize=10, labelpad=8) - ax.set_title(f"Shear Force Diagram — {force_key}", fontsize=12, fontweight="bold", pad=12) + ax.set_zlabel(f"{disp_key} (kN, scaled)", fontsize=10, labelpad=8) + ax.set_title(f"Shear Force Diagram — {disp_key}", fontsize=12, fontweight="bold", pad=12) ax.view_init(elev=DEFAULT_ELEV, azim=DEFAULT_AZIM) ax.xaxis.pane.fill = False ax.yaxis.pane.fill = False @@ -346,6 +353,7 @@ def build_figure_bmd(ds, force_key, nodes, members, edge_dist=0.0): summary_data : dict — {girder_name: {"max": float, "min": float}} """ comp_i_name, comp_j_name = FORCE_MAP[force_key] + disp_key = FORCE_DISPLAY.get(force_key, force_key) girders = _find_girders(nodes, members) fig = plt.figure(figsize=(14, 6), dpi=110, facecolor="white") @@ -438,7 +446,7 @@ def build_figure_bmd(ds, force_key, nodes, members, edge_dist=0.0): cursor = mplcursors.cursor(_scatter_objs, hover=True) @cursor.connect("add") - def on_add(sel, _data=_scatter_data, _fk=force_key): + def on_add(sel, _data=_scatter_data, _fk=disp_key): nids, xs_g, vals_g = _data[id(sel.artist)] idx = sel.index sel.annotation.set_text( @@ -448,8 +456,8 @@ def on_add(sel, _data=_scatter_data, _fk=force_key): ax.set_xlabel("Span Length", fontsize=10, labelpad=8) ax.set_ylabel("Bridge Width", fontsize=10, labelpad=8) - ax.set_zlabel(f"{force_key} (kN, scaled)", fontsize=10, labelpad=8) - ax.set_title(f"Bending Moment Diagram — {force_key}", fontsize=12, fontweight="bold", pad=12) + ax.set_zlabel(f"{disp_key} (kN, scaled)", fontsize=10, labelpad=8) + ax.set_title(f"Bending Moment Diagram — {disp_key}", fontsize=12, fontweight="bold", pad=12) ax.view_init(elev=DEFAULT_ELEV, azim=DEFAULT_AZIM) ax.xaxis.pane.fill = False ax.yaxis.pane.fill = False @@ -488,6 +496,7 @@ def build_figure_bmd_contour(ds, force_key, nodes, members, edge_dist=0.0): fig : matplotlib.figure.Figure """ comp_i_name, comp_j_name = FORCE_MAP[force_key] + disp_key = FORCE_DISPLAY.get(force_key, force_key) girders = _find_girders(nodes, members) girder_items_cnt = list(girders.items()) @@ -581,12 +590,12 @@ def build_figure_bmd_contour(ds, force_key, nodes, members, edge_dist=0.0): sm = plt.cm.ScalarMappable(cmap=cmap, norm=norm) sm.set_array([]) cbar = fig.colorbar(sm, ax=ax, shrink=0.5, pad=0.1, aspect=20) - cbar.set_label(f"{force_key}", fontsize=10) + cbar.set_label(f"{disp_key}", fontsize=10) ax.set_xlabel("Span Length", fontsize=10, labelpad=8) ax.set_ylabel("Bridge Width", fontsize=10, labelpad=8) - ax.set_zlabel(f"{force_key} (kN, scaled)", fontsize=10, labelpad=8) - ax.set_title(f"BMD Contour — {force_key}", fontsize=12, fontweight="bold", pad=12) + ax.set_zlabel(f"{disp_key} (kN, scaled)", fontsize=10, labelpad=8) + ax.set_title(f"BMD Contour — {disp_key}", fontsize=12, fontweight="bold", pad=12) ax.view_init(elev=DEFAULT_ELEV, azim=DEFAULT_AZIM) ax.xaxis.pane.fill = False ax.yaxis.pane.fill = False diff --git a/src/osdagbridge/desktop/ui/mpl_plot_widget.py b/src/osdagbridge/desktop/ui/mpl_plot_widget.py index 728d6e46e..4928673cf 100644 --- a/src/osdagbridge/desktop/ui/mpl_plot_widget.py +++ b/src/osdagbridge/desktop/ui/mpl_plot_widget.py @@ -1,12 +1,10 @@ import matplotlib matplotlib.use("QtAgg") -from matplotlib.backends.backend_qtagg import FigureCanvasQTAgg, NavigationToolbar2QT +from matplotlib.backends.backend_qtagg import FigureCanvasQTAgg import matplotlib.pyplot as plt -from PySide6.QtWidgets import ( - QWidget, QVBoxLayout, QHBoxLayout, QLabel, QComboBox, -) +from PySide6.QtWidgets import QWidget, QVBoxLayout, QComboBox, QSizePolicy from osdagbridge.core.bridge_types.plate_girder.plot_generator import ( build_figure_sfd, @@ -17,109 +15,160 @@ # Forces starting with "F" -> shear (SFD); starting with "M" -> moment (BMD) _SFD_KEYS = {k for k in FORCE_MAP if k.startswith("F")} +# Map from the HTML labels used in OutputDock's force checkbox grid -> FORCE_MAP keys +_RICH_LABEL_TO_FORCE = { + "Fx": "Fx", + "Vy": "Fy", + "Vz": "Fz", + "Tx": "Mx", + "My": "My", + "Mz": "Mz", +} + +_DEFAULT_FORCE_LABEL = "Vy" # pre-checked on first link + class MplPlotWidget(QWidget): """ PySide6 widget that renders matplotlib analysis plots. - - Fx / Fy / Fz -> Shear Force Diagram (step plot) - - Mx / My / Mz -> Bending Moment Diagram (curve plot) - - Call setup() after bridge.design() completes to populate the widget. + Controls (load-case combo + force radio buttons) live in the OutputDock. + Call setup() after bridge.design() completes, then link_output_dock() to + wire the dock controls to this widget. """ def __init__(self, parent=None): super().__init__(parent) # Data populated by setup() - self._ds_all = None - self._nodes = {} - self._members = {} + self._ds_all = None + self._loadcases = [] + self._nodes = {} + self._members = {} self._edge_dist = 0.0 - # Top control bar - top = QHBoxLayout() - top.setContentsMargins(4, 4, 4, 0) - top.setSpacing(8) + # Set by link_output_dock() + self._output_dock = None - top.addWidget(QLabel("Load case:")) - self.combo_lc = QComboBox() - self.combo_lc.currentTextChanged.connect(self._on_controls_changed) - top.addWidget(self.combo_lc) - - top.addWidget(QLabel("Force:")) - self.combo_force = QComboBox() - self.combo_force.addItems(list(FORCE_MAP.keys())) - self.combo_force.setCurrentText("Fy") - self.combo_force.currentTextChanged.connect(self._on_controls_changed) - top.addWidget(self.combo_force) - - top.addStretch() - - # Matplotlib canvas - self._fig = plt.figure(figsize=(14, 6), facecolor="white") + # matplotlib canvas + self._fig = plt.figure(figsize=(14, 6), facecolor="white") self._canvas = FigureCanvasQTAgg(self._fig) self._canvas.setMinimumHeight(300) + self._canvas.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Expanding) - # Navigation toolbar (zoom / pan / save) - self._toolbar = NavigationToolbar2QT(self._canvas, self) - - # Assemble layout + # layout root = QVBoxLayout(self) root.setContentsMargins(0, 0, 0, 0) root.setSpacing(0) - root.addLayout(top) - root.addWidget(self._toolbar) root.addWidget(self._canvas, stretch=1) - # Public API + # public API - def setup(self, ds_all, loadcases: list, nodes: dict, members: dict, edge_dist: float = 0.0): + def setup(self, ds_all, loadcases: list, nodes: dict, members: dict, + edge_dist: float = 0.0): """ - Populate the widget after bridge analysis is complete. - - Parameters - ---------- - ds_all : xarray.Dataset — full results dataset (all load cases) - loadcases : list[str] — load case names for the combo box - nodes : dict — {tag: [x, y, z]} - members : dict — {tag: [n1, n2]} - edge_dist : float — deck overhang; > 0 means edge beams are present + Store analysis results. Does NOT redraw - call link_output_dock() + (or update_plot() directly) after this. """ - self._ds_all = ds_all - self._nodes = nodes - self._members = members + self._ds_all = ds_all + self._loadcases = list(loadcases) + self._nodes = nodes + self._members = members self._edge_dist = edge_dist - self.combo_lc.blockSignals(True) - self.combo_lc.clear() - self.combo_lc.addItems(loadcases) - self.combo_lc.blockSignals(False) + def link_output_dock(self, output_dock): + """ + Wire the OutputDock's load-combination combobox and force checkboxes + to this widget, populate them with live data, and draw the first plot. + + Call once after setup() completes. + """ + self._output_dock = output_dock + + # populate & connect load-combination combobox + combo_lc = output_dock.output_widget.findChild( + QComboBox, "analysis.load_combination" + ) + if combo_lc is not None: + combo_lc.blockSignals(True) + combo_lc.clear() + combo_lc.addItems(self._loadcases) + combo_lc.blockSignals(False) + # Prevent long item text from widening the dock + combo_lc.setSizeAdjustPolicy( + QComboBox.SizeAdjustPolicy.AdjustToMinimumContentsLengthWithIcon + ) + combo_lc.setMinimumContentsLength(12) + combo_lc.currentTextChanged.connect(self.update_plot) + + # pre-check default force + connect all force checkboxes + from osdagbridge.desktop.ui.utils.combobox_utils import RichCheckBox + force_cbs = [ + cb for cb in output_dock.output_widget.findChildren(RichCheckBox) + if cb.text() in _RICH_LABEL_TO_FORCE + ] + for cb in force_cbs: + cb.setChecked(cb.text() == _DEFAULT_FORCE_LABEL) + cb.stateChanged.connect(self.update_plot) self.update_plot() - def update_plot(self): - """Rebuild and redraw the current figure from the selected controls.""" - if self._ds_all is None: + def update_plot(self, *_args): + """Rebuild and redraw the current figure from the OutputDock controls.""" + if self._ds_all is None or self._output_dock is None: return - loadcase = self.combo_lc.currentText() - force_key = self.combo_force.currentText() + loadcase = self._current_loadcase() + force_key = self._current_force_key() - ds = self._ds_all.sel(Loadcase=loadcase) + if not loadcase or not force_key: + return + ds = self._ds_all.sel(Loadcase=loadcase) plt.close(self._fig) if force_key in _SFD_KEYS: - self._fig = build_figure_sfd(ds, force_key, self._nodes, self._members, edge_dist=self._edge_dist) + self._fig = build_figure_sfd( + ds, force_key, self._nodes, self._members, + edge_dist=self._edge_dist + ) else: - self._fig, _ = build_figure_bmd(ds, force_key, self._nodes, self._members, edge_dist=self._edge_dist) + self._fig, _ = build_figure_bmd( + ds, force_key, self._nodes, self._members, + edge_dist=self._edge_dist + ) self._canvas.figure = self._fig self._fig.set_canvas(self._canvas) + self._fit_figure_to_canvas() self._canvas.draw() - # Internal slots - - def _on_controls_changed(self): - self.update_plot() + def resizeEvent(self, event): + super().resizeEvent(event) + self._fit_figure_to_canvas() + self._canvas.draw_idle() + + # private helpers + + def _fit_figure_to_canvas(self): + """Resize the matplotlib figure to match the current canvas widget size.""" + w_px = self._canvas.width() + h_px = self._canvas.height() + if w_px > 10 and h_px > 10: + dpi = self._fig.dpi + self._fig.set_size_inches(w_px / dpi, h_px / dpi, forward=False) + + def _current_loadcase(self) -> str: + """Read the selected load case from the OutputDock combobox.""" + combo = self._output_dock.output_widget.findChild( + QComboBox, "analysis.load_combination" + ) + return combo.currentText() if combo else (self._loadcases[0] if self._loadcases else "") + + def _current_force_key(self) -> str: + """Return the FORCE_MAP key for the currently checked force checkbox.""" + from osdagbridge.desktop.ui.utils.combobox_utils import RichCheckBox + for cb in self._output_dock.output_widget.findChildren(RichCheckBox): + if cb.isChecked() and cb.text() in _RICH_LABEL_TO_FORCE: + return _RICH_LABEL_TO_FORCE[cb.text()] + return "Fy" # fallback diff --git a/src/osdagbridge/desktop/ui/template_page.py b/src/osdagbridge/desktop/ui/template_page.py index 44c550f84..841a28fb8 100644 --- a/src/osdagbridge/desktop/ui/template_page.py +++ b/src/osdagbridge/desktop/ui/template_page.py @@ -500,6 +500,7 @@ def common_design_func(self, trigger: str): nodes, members = self.backend.get_nodes_members() edge_dist = self.backend.get_edge_dist() self.plots_widget.setup(ds_all, loadcases, nodes, members, edge_dist=edge_dist) + self.plots_widget.link_output_dock(self.output_dock) # Render 3D cad using the parameters from Backend self.cad_3d_widget.render_3d_cad(bridge_parameters) From 1d1e2b26df354f39d7a4bf2cdc30aaade2edc8e5 Mon Sep 17 00:00:00 2001 From: mhsuhail00 Date: Mon, 13 Apr 2026 17:48:26 +0530 Subject: [PATCH 143/225] feat: Percent bar widget in output dock --- .../bridge_types/plate_girder/ui_fields.py | 26 ++ src/osdagbridge/core/utils/common.py | 10 + .../desktop/ui/dialogs/additional_inputs.py | 10 +- .../desktop/ui/docks/output_dock.py | 10 +- src/osdagbridge/desktop/ui/docks/tmp.py | 0 src/osdagbridge/desktop/ui/mpl_plot_widget.py | 4 +- .../desktop/ui/utils/combobox_utils.py | 176 --------- .../desktop/ui/utils/custom_widgets.py | 337 ++++++++++++++++++ 8 files changed, 388 insertions(+), 185 deletions(-) create mode 100644 src/osdagbridge/desktop/ui/docks/tmp.py delete mode 100644 src/osdagbridge/desktop/ui/utils/combobox_utils.py create mode 100644 src/osdagbridge/desktop/ui/utils/custom_widgets.py diff --git a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py index bf83913d0..12e0bd36b 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py @@ -271,6 +271,32 @@ def output_values(self, flag=None): TYPE_BUTTON, None, True, "No Validator", {"action": "open_deck_design", "button_label": "Here"}), + # ─── Percentage Bars ───────────────────────────────────────────────────────── + + (KEY_UTIL_FLEXURE, "Strength Limit State (Flexure)", + TYPE_PERCENT_BAR, 0.0, True, "No Validator", {}), + + (KEY_UTIL_SHEAR, "Strength Limit State (Shear)", + TYPE_PERCENT_BAR, 0.0, True, "No Validator", {}), + + (KEY_UTIL_INTERACTION, "Interaction", + TYPE_PERCENT_BAR, 0.0, True, "No Validator", {}), + + (KEY_UTIL_LTB, "Lateral Torsional Buckling", + TYPE_PERCENT_BAR, 0.0, True, "No Validator", {}), + + (KEY_UTIL_LONG_TRANS_SHEAR, "Resistance to Longitudinal and Transverse Shear", + TYPE_PERCENT_BAR, 0.0, True, "No Validator", {}), + + (KEY_UTIL_FATIGUE, "Resistance to Fatigue", + TYPE_PERCENT_BAR, 0.0, True, "No Validator", {}), + + (KEY_UTIL_STRESS_LIMITATION, "Stress Limitation", + TYPE_PERCENT_BAR, 0.0, True, "No Validator", {}), + + (KEY_UTIL_DEFLECTION_CRACK, "Deflection and Crack Control", + TYPE_PERCENT_BAR, 0.0, True, "No Validator", {}), + # ── Substructure ────────────────────────────────────────────────── (KEY_SECTION_OUTPUT_SUBSTRUCTURE, "Substructure", TYPE_TITLE, None, True, "No Validator", diff --git a/src/osdagbridge/core/utils/common.py b/src/osdagbridge/core/utils/common.py index 83a08e48e..98c2d41ab 100644 --- a/src/osdagbridge/core/utils/common.py +++ b/src/osdagbridge/core/utils/common.py @@ -26,6 +26,7 @@ TYPE_CHECKBOX = "checkbox" TYPE_CHECKBOX_ROW = "checkbox_row" TYPE_CHECKBOX_GRID = "checkbox_grid" +TYPE_PERCENT_BAR = "percent_bar" # Keys for inputs (consistent dot notation for object names) KEY_MODULE = "Module" @@ -59,6 +60,15 @@ KEY_BTN_STEEL_DESIGN = "btn.steel_design" KEY_BTN_DECK_DESIGN = "btn.deck_design" +KEY_UTIL_FLEXURE = "util.flexure" +KEY_UTIL_SHEAR = "util.shear" +KEY_UTIL_INTERACTION = "util.interaction" +KEY_UTIL_LTB = "util.ltb" +KEY_UTIL_LONG_TRANS_SHEAR = "util.long_trans_shear" +KEY_UTIL_FATIGUE = "util.fatigue" +KEY_UTIL_STRESS_LIMITATION = "util.stress_limitation" +KEY_UTIL_DEFLECTION_CRACK = "util.deflection_crack" + # Module + section identifiers (also used as UI keys) KEY_MODULE_PLATE_GIRDER = "module.plate_girder" KEY_SECTION_STRUCTURE = "section.structure" diff --git a/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py b/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py index 252833c07..a216be49e 100644 --- a/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py +++ b/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py @@ -27,11 +27,11 @@ from osdagbridge.desktop.ui.dialogs.tabs.support_conditions_tab import SupportConditionsTab from osdagbridge.desktop.ui.dialogs.tabs.design_options_tab import DesignOptionsTab from osdagbridge.desktop.ui.dialogs.tabs.design_options_cont_tab import DesignOptionsContTab -from osdagbridge.desktop.ui.utils.combobox_utils import SmartCursorComboBoxView - - - - +from osdagbridge.desktop.ui.utils.custom_widgets import SmartCursorComboBoxView +from osdagbridge.core.bridge_types.plate_girder.ui_fields_additional_input import ( + DESIGN_OPTIONS_SCHEMA, + DESIGN_OPTIONS_CONT_SCHEMA, +) # ================================================================================= # MAIN IMPLEMENTATION diff --git a/src/osdagbridge/desktop/ui/docks/output_dock.py b/src/osdagbridge/desktop/ui/docks/output_dock.py index e1bb6f748..5cd7844c2 100644 --- a/src/osdagbridge/desktop/ui/docks/output_dock.py +++ b/src/osdagbridge/desktop/ui/docks/output_dock.py @@ -29,12 +29,13 @@ from PySide6.QtGui import QIcon from osdagbridge.core.utils.common import ( - TYPE_TITLE, TYPE_BUTTON, TYPE_COMBOBOX, + TYPE_TITLE, TYPE_BUTTON, TYPE_COMBOBOX, TYPE_PERCENT_BAR, TYPE_CHECKBOX, TYPE_CHECKBOX_ROW, TYPE_CHECKBOX_GRID, ) from osdagbridge.desktop.ui.utils.custom_buttons import DockCustomButton from osdagbridge.desktop.ui.docks.dock_utils import apply_field_style -from osdagbridge.desktop.ui.utils.combobox_utils import RichCheckBox +from osdagbridge.desktop.ui.utils.custom_widgets import RichCheckBox, PercentBarWidget + # ── Styles ──────────────────────────────────────────────────────────────────── @@ -270,6 +271,11 @@ def close_group(): cb = QCheckBox(label or "") cb.setObjectName(key) target.addWidget(cb) + + elif ftype == TYPE_PERCENT_BAR: + bar = PercentBarWidget(label=label or "", value=0.0) + bar.setObjectName(key) + target.addWidget(bar) # ── Close nested subgroup if group_end declared ──────────────── if meta.get("group_end"): diff --git a/src/osdagbridge/desktop/ui/docks/tmp.py b/src/osdagbridge/desktop/ui/docks/tmp.py new file mode 100644 index 000000000..e69de29bb diff --git a/src/osdagbridge/desktop/ui/mpl_plot_widget.py b/src/osdagbridge/desktop/ui/mpl_plot_widget.py index 4928673cf..e344b0ed2 100644 --- a/src/osdagbridge/desktop/ui/mpl_plot_widget.py +++ b/src/osdagbridge/desktop/ui/mpl_plot_widget.py @@ -102,7 +102,7 @@ def link_output_dock(self, output_dock): combo_lc.currentTextChanged.connect(self.update_plot) # pre-check default force + connect all force checkboxes - from osdagbridge.desktop.ui.utils.combobox_utils import RichCheckBox + from osdagbridge.desktop.ui.utils.custom_widgets import RichCheckBox force_cbs = [ cb for cb in output_dock.output_widget.findChildren(RichCheckBox) if cb.text() in _RICH_LABEL_TO_FORCE @@ -167,7 +167,7 @@ def _current_loadcase(self) -> str: def _current_force_key(self) -> str: """Return the FORCE_MAP key for the currently checked force checkbox.""" - from osdagbridge.desktop.ui.utils.combobox_utils import RichCheckBox + from osdagbridge.desktop.ui.utils.custom_widgets import RichCheckBox for cb in self._output_dock.output_widget.findChildren(RichCheckBox): if cb.isChecked() and cb.text() in _RICH_LABEL_TO_FORCE: return _RICH_LABEL_TO_FORCE[cb.text()] diff --git a/src/osdagbridge/desktop/ui/utils/combobox_utils.py b/src/osdagbridge/desktop/ui/utils/combobox_utils.py deleted file mode 100644 index 2543dae74..000000000 --- a/src/osdagbridge/desktop/ui/utils/combobox_utils.py +++ /dev/null @@ -1,176 +0,0 @@ -""" -Combobox UI utilities. - -Provides enhanced combobox views with: -- Greyed-out disabled items -- Smart cursor behaviour -- Better UX feedback for selectable vs non-selectable items -""" - -from PySide6.QtWidgets import QListView, QStyledItemDelegate -from PySide6.QtCore import Qt -from PySide6.QtGui import QColor - - -# ================================================================================= -# ITEM DELEGATE FOR DISABLED ITEMS -# ================================================================================= - -class ComboBoxItemDelegate(QStyledItemDelegate): - """ - Custom delegate to render disabled combobox items in grey. - - This improves UX by visually distinguishing disabled options - from selectable ones in dropdown lists. - """ - - def paint(self, painter, option, index): - model = index.model() - item = model.item(index.row()) if hasattr(model, "item") else None - - if item and not item.isEnabled(): - # Draw background normally - painter.fillRect(option.rect, option.palette.base()) - - # Draw disabled text in grey - painter.setPen(QColor(120, 120, 120)) - text = index.data() - painter.drawText( - option.rect, - Qt.AlignLeft | Qt.AlignVCenter, - f" {text}", - ) - else: - super().paint(painter, option, index) - - -# ================================================================================= -# SMART COMBOBOX VIEW -# ================================================================================= - -class SmartCursorComboBoxView(QListView): - """ - Custom QListView used inside QComboBox. - - Features: - - Shows pointing hand cursor for enabled items - - Shows forbidden cursor for disabled items - - Uses ComboBoxItemDelegate for grey rendering - """ - - def __init__(self, parent=None): - super().__init__(parent) - - # Apply custom delegate - self.setItemDelegate(ComboBoxItemDelegate()) - - def mouseMoveEvent(self, event): - """ - Update cursor depending on whether hovered item is enabled. - """ - index = self.indexAt(event.pos()) - - if index.isValid(): - model = index.model() - item = model.item(index.row()) if hasattr(model, "item") else None - - if item and not item.isEnabled(): - self.setCursor(Qt.ForbiddenCursor) - else: - self.setCursor(Qt.PointingHandCursor) - else: - self.setCursor(Qt.PointingHandCursor) - - super().mouseMoveEvent(event) - - def leaveEvent(self, event): - """ - Reset cursor when leaving the dropdown. - """ - self.setCursor(Qt.ArrowCursor) - super().leaveEvent(event) - -from PySide6.QtWidgets import QCheckBox, QLabel, QHBoxLayout - -#---------------------------------------------------------------------------------- -# To create a checkbox with text that supports HTML formatting (e.g. subscripts) -#---------------------------------------------------------------------------------- -from PySide6.QtWidgets import QCheckBox, QStyleOptionButton, QStyle, QApplication -from PySide6.QtGui import QPainter, QTextDocument -from PySide6.QtCore import Qt, QSize, QPoint - - -class RichCheckBox(QCheckBox): - def __init__(self, text="", parent=None): - super().__init__("", parent) # Keep native text empty - self._rich_text = text - - def setText(self, text: str): - self._rich_text = text - self.updateGeometry() - self.update() - - def text(self) -> str: - return self._rich_text - - def _doc(self) -> QTextDocument: - """Build a QTextDocument from the rich text.""" - doc = QTextDocument() - doc.setDefaultFont(self.font()) - doc.setHtml(self._rich_text) - return doc - - def sizeHint(self) -> QSize: - doc = self._doc() - # Ideal (unconstrained) size of the HTML content - doc.setTextWidth(-1) - text_size = doc.size() - - opt = QStyleOptionButton() - self.initStyleOption(opt) - - # Width of the native checkbox indicator - indicator_w = self.style().pixelMetric( - QStyle.PM_IndicatorWidth, opt, self - ) - spacing = self.style().pixelMetric( - QStyle.PM_CheckBoxLabelSpacing, opt, self - ) - - w = indicator_w + spacing + int(text_size.width()) - h = max( - self.style().pixelMetric(QStyle.PM_IndicatorHeight, opt, self), - int(text_size.height()), - ) - return QSize(w + 4, h + 4) - - def paintEvent(self, event): - painter = QPainter(self) - painter.setRenderHint(QPainter.Antialiasing) - - opt = QStyleOptionButton() - self.initStyleOption(opt) - - # --- 1. Draw ONLY the checkbox indicator (no text) --- - opt.text = "" - indicator_rect = self.style().subElementRect( - QStyle.SE_CheckBoxIndicator, opt, self - ) - opt.rect = indicator_rect - self.style().drawControl(QStyle.CE_CheckBox, opt, painter, self) - - # --- 2. Draw rich text with QTextDocument --- - indicator_w = self.style().pixelMetric(QStyle.PM_IndicatorWidth, opt, self) - spacing = self.style().pixelMetric(QStyle.PM_CheckBoxLabelSpacing, opt, self) - - text_x = indicator_w + spacing - text_y = (self.height() - int(self._doc().size().height())) // 2 - - painter.save() - painter.translate(QPoint(text_x, text_y)) - - doc = self._doc() - doc.setTextWidth(self.width() - text_x) - doc.drawContents(painter) - - painter.restore() \ No newline at end of file diff --git a/src/osdagbridge/desktop/ui/utils/custom_widgets.py b/src/osdagbridge/desktop/ui/utils/custom_widgets.py new file mode 100644 index 000000000..0b2bc76d9 --- /dev/null +++ b/src/osdagbridge/desktop/ui/utils/custom_widgets.py @@ -0,0 +1,337 @@ +""" +Combobox UI utilities. + +Provides enhanced combobox views with: +- Greyed-out disabled items +- Smart cursor behaviour +- Better UX feedback for selectable vs non-selectable items +""" + +from PySide6.QtWidgets import QListView, QStyledItemDelegate, QWidget, QVBoxLayout, QSizePolicy +from PySide6.QtCore import Qt, QRectF +from PySide6.QtGui import QColor, QPainterPath + +# ================================================================================= +# ITEM DELEGATE FOR DISABLED ITEMS +# ================================================================================= + +class ComboBoxItemDelegate(QStyledItemDelegate): + """ + Custom delegate to render disabled combobox items in grey. + + This improves UX by visually distinguishing disabled options + from selectable ones in dropdown lists. + """ + + def paint(self, painter, option, index): + model = index.model() + item = model.item(index.row()) if hasattr(model, "item") else None + + if item and not item.isEnabled(): + # Draw background normally + painter.fillRect(option.rect, option.palette.base()) + + # Draw disabled text in grey + painter.setPen(QColor(120, 120, 120)) + text = index.data() + painter.drawText( + option.rect, + Qt.AlignLeft | Qt.AlignVCenter, + f" {text}", + ) + else: + super().paint(painter, option, index) + + +# ================================================================================= +# SMART COMBOBOX VIEW +# ================================================================================= + +class SmartCursorComboBoxView(QListView): + """ + Custom QListView used inside QComboBox. + + Features: + - Shows pointing hand cursor for enabled items + - Shows forbidden cursor for disabled items + - Uses ComboBoxItemDelegate for grey rendering + """ + + def __init__(self, parent=None): + super().__init__(parent) + + # Apply custom delegate + self.setItemDelegate(ComboBoxItemDelegate()) + + def mouseMoveEvent(self, event): + """ + Update cursor depending on whether hovered item is enabled. + """ + index = self.indexAt(event.pos()) + + if index.isValid(): + model = index.model() + item = model.item(index.row()) if hasattr(model, "item") else None + + if item and not item.isEnabled(): + self.setCursor(Qt.ForbiddenCursor) + else: + self.setCursor(Qt.PointingHandCursor) + else: + self.setCursor(Qt.PointingHandCursor) + + super().mouseMoveEvent(event) + + def leaveEvent(self, event): + """ + Reset cursor when leaving the dropdown. + """ + self.setCursor(Qt.ArrowCursor) + super().leaveEvent(event) + +from PySide6.QtWidgets import QCheckBox, QLabel, QHBoxLayout +from PySide6.QtWidgets import QCheckBox, QStyleOptionButton, QStyle, QApplication +from PySide6.QtGui import QPainter, QTextDocument +from PySide6.QtCore import Qt, QSize, QPoint + +#---------------------------------------------------------------------------------- +# To create a checkbox with text that supports HTML formatting (e.g. subscripts) +#---------------------------------------------------------------------------------- +class RichCheckBox(QCheckBox): + def __init__(self, text="", parent=None): + super().__init__("", parent) # Keep native text empty + self._rich_text = text + + def setText(self, text: str): + self._rich_text = text + self.updateGeometry() + self.update() + + def text(self) -> str: + return self._rich_text + + def _doc(self) -> QTextDocument: + """Build a QTextDocument from the rich text.""" + doc = QTextDocument() + doc.setDefaultFont(self.font()) + doc.setHtml(self._rich_text) + return doc + + def sizeHint(self) -> QSize: + doc = self._doc() + # Ideal (unconstrained) size of the HTML content + doc.setTextWidth(-1) + text_size = doc.size() + + opt = QStyleOptionButton() + self.initStyleOption(opt) + + # Width of the native checkbox indicator + indicator_w = self.style().pixelMetric( + QStyle.PM_IndicatorWidth, opt, self + ) + spacing = self.style().pixelMetric( + QStyle.PM_CheckBoxLabelSpacing, opt, self + ) + + w = indicator_w + spacing + int(text_size.width()) + h = max( + self.style().pixelMetric(QStyle.PM_IndicatorHeight, opt, self), + int(text_size.height()), + ) + return QSize(w + 4, h + 4) + + def paintEvent(self, event): + painter = QPainter(self) + painter.setRenderHint(QPainter.Antialiasing) + + opt = QStyleOptionButton() + self.initStyleOption(opt) + + # --- 1. Draw ONLY the checkbox indicator (no text) --- + opt.text = "" + indicator_rect = self.style().subElementRect( + QStyle.SE_CheckBoxIndicator, opt, self + ) + opt.rect = indicator_rect + self.style().drawControl(QStyle.CE_CheckBox, opt, painter, self) + + # --- 2. Draw rich text with QTextDocument --- + indicator_w = self.style().pixelMetric(QStyle.PM_IndicatorWidth, opt, self) + spacing = self.style().pixelMetric(QStyle.PM_CheckBoxLabelSpacing, opt, self) + + text_x = indicator_w + spacing + text_y = (self.height() - int(self._doc().size().height())) // 2 + + painter.save() + painter.translate(QPoint(text_x, text_y)) + + doc = self._doc() + doc.setTextWidth(self.width() - text_x) + doc.drawContents(painter) + + painter.restore() + +#=================Percentage-bar widget (for OutputDock)============================================== +""" +Usage + bar = PercentBarWidget(label="Strength Limit State (Flexure)", value=80) + bar = PercentBarWidget(label="Strength Limit State (Shear)", value=120) + + # Update at runtime: + bar.set_value(95) + +Visual behaviour +---------------- + value < 100 → green fill, proportional width, "XX%" text to the right + value >= 100 → red fill, full width, "XX%" text to the right +""" + +# ── Colours ─────────────────────────────────────────────────────────────────── +COLOR_GREEN = QColor("#90AF13") # matches dock accent +COLOR_RED = QColor("#CC2222") +COLOR_TRACK = QColor("#D8D8D8") # unfilled portion + +BAR_HEIGHT = 8 # px — height of the progress track +PCT_LABEL_WIDTH = 46 # px — fixed width reserved for "120%" text +LABEL_STYLE = "QLabel { font-size:13px; font-weight:bold; color:#222; background:transparent; }" +PCT_LABEL_STYLE = "QLabel { font-size:12px; font-weight:bold; color:#444; background:transparent; }" + + +# ── Inner bar widget ────────────────────────────────────────────────────────── + +class _BarPainter(QWidget): + """Custom-painted progress track.""" + + def __init__(self, value: float, parent=None): + super().__init__(parent) + self._value = max(0.0, float(value)) + self.setFixedHeight(BAR_HEIGHT) + self.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) + + def set_value(self, value: float): + self._value = max(0.0, float(value)) + self.update() + + def paintEvent(self, event): + painter = QPainter(self) + painter.setRenderHint(QPainter.Antialiasing) + + w = self.width() + h = self.height() + radius = h / 2.0 + + exceeded = self._value >= 100.0 + fill_ratio = 1.0 if exceeded else self._value / 100.0 + fill_w = w * fill_ratio + + painter.setPen(Qt.NoPen) + + # ── Full rounded track pill ─────────────────────────────────────────── + track_path = QPainterPath() + track_path.addRoundedRect(QRectF(0, 0, w, h), radius, radius) + painter.setBrush(COLOR_TRACK) + painter.drawPath(track_path) + + # ── Fill clipped to track shape ─────────────────────────────────────── + if fill_w > 0: + fill_color = COLOR_RED if exceeded else COLOR_GREEN + fill_rect_path = QPainterPath() + fill_rect_path.addRect(QRectF(0, 0, fill_w, h)) + clipped = track_path.intersected(fill_rect_path) + painter.setBrush(fill_color) + painter.drawPath(clipped) + + painter.end() + + +# ── Public widget ───────────────────────────────────────────────────────────── + +class PercentBarWidget(QWidget): + """ + [Label (wraps, constrained to bar width)] + [bar ────────────────────────────────── ] XX% + """ + + def __init__(self, label: str = "", value: float = 0.0, parent=None): + super().__init__(parent) + self.setStyleSheet("background: transparent;") + + root = QVBoxLayout(self) + root.setContentsMargins(0, 0, 0, 0) + root.setSpacing(4) + + # ── Label — max-width kept in sync with bar via resizeEvent ─────────── + lbl = QLabel(label) + lbl.setStyleSheet(LABEL_STYLE) + lbl.setTextFormat(Qt.RichText) + lbl.setWordWrap(True) + lbl.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Preferred) + self._lbl = lbl + root.addWidget(lbl) + + # ── Bar row ─────────────────────────────────────────────────────────── + bar_row = QHBoxLayout() + bar_row.setContentsMargins(0, 0, 0, 0) + bar_row.setSpacing(8) + + self._bar = _BarPainter(value) + bar_row.addWidget(self._bar, 1) + + self._pct_label = QLabel(self._fmt(value)) + self._pct_label.setStyleSheet(PCT_LABEL_STYLE) + self._pct_label.setFixedWidth(PCT_LABEL_WIDTH) + self._pct_label.setAlignment(Qt.AlignLeft | Qt.AlignVCenter) + bar_row.addWidget(self._pct_label) + + root.addLayout(bar_row) + + def resizeEvent(self, event): + """Keep label max-width aligned to the bar column (excludes pct label).""" + super().resizeEvent(event) + bar_w = self.width() - PCT_LABEL_WIDTH - 8 # 8 = bar_row spacing + if bar_w > 0: + self._lbl.setMaximumWidth(bar_w) + + # ── Public API ──────────────────────────────────────────────────────────── + + def set_value(self, value: float): + self._bar.set_value(value) + self._pct_label.setText(self._fmt(value)) + + @staticmethod + def _fmt(value: float) -> str: + return f"{int(round(value))}%" + + +#---------Standalone-Testing------------------------------------ +import sys +from PySide6.QtWidgets import QApplication, QWidget, QVBoxLayout + +if __name__ == "__main__": + app = QApplication(sys.argv) + + win = QWidget() + win.setWindowTitle("PercentBar Test") + win.setMinimumWidth(480) + win.setStyleSheet("background-color: white;") + + layout = QVBoxLayout(win) + layout.setContentsMargins(24, 24, 24, 24) + layout.setSpacing(16) + + layout.addWidget(PercentBarWidget("Strength Limit State (Flexure)", 80)) + layout.addWidget(PercentBarWidget( + "Strength Limit State (Shear) — Very Long Label That Should Wrap Here", 120 + )), + layout.addWidget(PercentBarWidget( + "Strength Limit State (Shear) — Very Long Label That Should Wrap Here", 100 + )), + layout.addWidget(PercentBarWidget("Strength Limit State (Flexure)", 99.9)) + layout.addWidget(PercentBarWidget("Strength Limit State (Flexure)", 99.4)) + layout.addStretch() + + win.show() + sys.exit(app.exec()) + +#------------- \ No newline at end of file From 977d3c8c778e9acad1891df163104e930cc81f02 Mon Sep 17 00:00:00 2001 From: mhsuhail00 Date: Mon, 13 Apr 2026 19:36:27 +0530 Subject: [PATCH 144/225] Restructured Output dock --- .../bridge_types/plate_girder/ui_fields.py | 33 ++++++++++++++----- src/osdagbridge/core/utils/common.py | 5 +++ .../desktop/ui/docks/output_dock.py | 23 ++++++++++++- .../desktop/ui/utils/custom_widgets.py | 8 ++--- 4 files changed, 55 insertions(+), 14 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py index 12e0bd36b..146512325 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py @@ -236,10 +236,10 @@ def output_values(self, flag=None): TYPE_TITLE, None, True, "No Validator", {"kind": "analysis"}), - (KEY_ANALYSIS_MEMBER, "Member:", + (KEY_ANALYSIS_MEMBER, "Member", TYPE_COMBOBOX, ["All"], True, "No Validator", {}), - (KEY_ANALYSIS_LOAD_COMBINATION, "Load Combination:", + (KEY_ANALYSIS_LOAD_COMBINATION, "Load Combination", TYPE_COMBOBOX, ["Envelope"], True, "No Validator", {}), (KEY_ANALYSIS_FORCES, None, # None = no label @@ -263,15 +263,14 @@ def output_values(self, flag=None): TYPE_TITLE, None, True, "No Validator", {"kind": "design"}), - (KEY_BTN_STEEL_DESIGN, "Steel Design", - TYPE_BUTTON, None, True, "No Validator", - {"action": "open_steel_design", "button_label": "Here"}), + # ─── Percentage Bars ───────────────────────────────────────────────────────── - (KEY_BTN_DECK_DESIGN, "Deck Design", - TYPE_BUTTON, None, True, "No Validator", - {"action": "open_deck_design", "button_label": "Here"}), + (KEY_STEELDESIGN_MEMBER_ID, "Member ID", + TYPE_COMBOBOX, ["All"], True, "No Validator", + {"group_title": "Steel Design"}), - # ─── Percentage Bars ───────────────────────────────────────────────────────── + (KEY_STEELDESIGN_LOAD_COMBINATION, "Load Case", + TYPE_COMBOBOX, ["Envelope"], True, "No Validator", {}), (KEY_UTIL_FLEXURE, "Strength Limit State (Flexure)", TYPE_PERCENT_BAR, 0.0, True, "No Validator", {}), @@ -297,6 +296,22 @@ def output_values(self, flag=None): (KEY_UTIL_DEFLECTION_CRACK, "Deflection and Crack Control", TYPE_PERCENT_BAR, 0.0, True, "No Validator", {}), + (KEY_BTN_STEEL_DESIGN, "Analysis & Design Results Summary", + TYPE_ONLY_BUTTON, None, True, "No Validator", + { + "action": "open_steel_design" + }), + + # ─── Deck Design ───────────────────────────────────────────────────────── + + (KEY_BTN_DECK_DESIGN, "Design Summary", + TYPE_ONLY_BUTTON, None, True, "No Validator", + { + "action": "open_deck_design", + "group_title": "Deck Design", + "group_end": True + }), + # ── Substructure ────────────────────────────────────────────────── (KEY_SECTION_OUTPUT_SUBSTRUCTURE, "Substructure", TYPE_TITLE, None, True, "No Validator", diff --git a/src/osdagbridge/core/utils/common.py b/src/osdagbridge/core/utils/common.py index 98c2d41ab..14a459fb7 100644 --- a/src/osdagbridge/core/utils/common.py +++ b/src/osdagbridge/core/utils/common.py @@ -27,6 +27,7 @@ TYPE_CHECKBOX_ROW = "checkbox_row" TYPE_CHECKBOX_GRID = "checkbox_grid" TYPE_PERCENT_BAR = "percent_bar" +TYPE_ONLY_BUTTON = "only_button" # Keys for inputs (consistent dot notation for object names) KEY_MODULE = "Module" @@ -49,6 +50,7 @@ KEY_SECTION_OUTPUT_ANALYSIS = "section.output.analysis" KEY_SECTION_OUTPUT_SUPERSTRUCTURE = "section.output.superstructure" KEY_SECTION_OUTPUT_SUBSTRUCTURE = "section.output.substructure" +KEY_SECTION_OUTPUT_STEELDESIGN = "section.output.superstructure.steeldesign" # ── Output field keys ───────────────────────────────────────────────────────── KEY_ANALYSIS_MEMBER = "analysis.member" @@ -57,6 +59,9 @@ KEY_ANALYSIS_DISPLAY_OPTIONS = "analysis.display_options" KEY_ANALYSIS_UTILIZATION = "analysis.utilization" +KEY_STEELDESIGN_MEMBER_ID = "steeldesign.member_id" +KEY_STEELDESIGN_LOAD_COMBINATION = "steeldesign.load_combination" + KEY_BTN_STEEL_DESIGN = "btn.steel_design" KEY_BTN_DECK_DESIGN = "btn.deck_design" diff --git a/src/osdagbridge/desktop/ui/docks/output_dock.py b/src/osdagbridge/desktop/ui/docks/output_dock.py index 5cd7844c2..0b5e1fb26 100644 --- a/src/osdagbridge/desktop/ui/docks/output_dock.py +++ b/src/osdagbridge/desktop/ui/docks/output_dock.py @@ -30,7 +30,7 @@ from osdagbridge.core.utils.common import ( TYPE_TITLE, TYPE_BUTTON, TYPE_COMBOBOX, TYPE_PERCENT_BAR, - TYPE_CHECKBOX, TYPE_CHECKBOX_ROW, TYPE_CHECKBOX_GRID, + TYPE_CHECKBOX, TYPE_CHECKBOX_ROW, TYPE_CHECKBOX_GRID, TYPE_ONLY_BUTTON ) from osdagbridge.desktop.ui.utils.custom_buttons import DockCustomButton from osdagbridge.desktop.ui.docks.dock_utils import apply_field_style @@ -276,6 +276,9 @@ def close_group(): bar = PercentBarWidget(label=label or "", value=0.0) bar.setObjectName(key) target.addWidget(bar) + + elif ftype == TYPE_ONLY_BUTTON: + target.addLayout(self._make_only_button_row(label, meta)) # ── Close nested subgroup if group_end declared ──────────────── if meta.get("group_end"): @@ -373,6 +376,24 @@ def _make_button_row(self, label: str, meta: dict) -> QHBoxLayout: row.addWidget(btn, 1) return row + def _make_only_button_row(self, label: str, meta: dict) -> QHBoxLayout: + """Single button with no label.""" + row = QHBoxLayout() + row.setContentsMargins(0, 8, 0, 0) + row.setSpacing(8) + + btn = QPushButton(label) + btn.setCursor(Qt.CursorShape.PointingHandCursor) + btn.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) + btn.setStyleSheet(ACTION_BTN_STYLE) + cb = getattr(self, meta.get("action", ""), None) + if callable(cb): + btn.clicked.connect(cb) + else: + btn.setEnabled(False) + row.addWidget(btn, 1) + return row + def _make_combobox_row(self, key: str, label: str, values, meta: dict) -> QHBoxLayout: """[Label | Dropdown] row.""" row = QHBoxLayout() diff --git a/src/osdagbridge/desktop/ui/utils/custom_widgets.py b/src/osdagbridge/desktop/ui/utils/custom_widgets.py index 0b2bc76d9..6b4fce588 100644 --- a/src/osdagbridge/desktop/ui/utils/custom_widgets.py +++ b/src/osdagbridge/desktop/ui/utils/custom_widgets.py @@ -192,9 +192,9 @@ def paintEvent(self, event): COLOR_RED = QColor("#CC2222") COLOR_TRACK = QColor("#D8D8D8") # unfilled portion -BAR_HEIGHT = 8 # px — height of the progress track +BAR_HEIGHT = 6 # px — height of the progress track PCT_LABEL_WIDTH = 46 # px — fixed width reserved for "120%" text -LABEL_STYLE = "QLabel { font-size:13px; font-weight:bold; color:#222; background:transparent; }" +LABEL_STYLE = "QLabel { font-size:13px; color:#222; background:transparent; }" PCT_LABEL_STYLE = "QLabel { font-size:12px; font-weight:bold; color:#444; background:transparent; }" @@ -258,7 +258,7 @@ def __init__(self, label: str = "", value: float = 0.0, parent=None): self.setStyleSheet("background: transparent;") root = QVBoxLayout(self) - root.setContentsMargins(0, 0, 0, 0) + root.setContentsMargins(0, 5, 0, 0) root.setSpacing(4) # ── Label — max-width kept in sync with bar via resizeEvent ─────────── @@ -281,7 +281,7 @@ def __init__(self, label: str = "", value: float = 0.0, parent=None): self._pct_label = QLabel(self._fmt(value)) self._pct_label.setStyleSheet(PCT_LABEL_STYLE) self._pct_label.setFixedWidth(PCT_LABEL_WIDTH) - self._pct_label.setAlignment(Qt.AlignLeft | Qt.AlignVCenter) + self._pct_label.setAlignment(Qt.AlignCenter) bar_row.addWidget(self._pct_label) root.addLayout(bar_row) From 7a3fe405d559548bf5edb80c23f6c21431002b01 Mon Sep 17 00:00:00 2001 From: Aditya-Donde Date: Wed, 15 Apr 2026 12:16:34 +0530 Subject: [PATCH 145/225] modified mpl plots added units in input dock added convert ifc in file dropdown --- .../plate_girder/plot_generator.py | 37 +++++++++---------- .../bridge_types/plate_girder/ui_fields.py | 4 +- src/osdagbridge/core/utils/common.py | 6 +-- src/osdagbridge/desktop/ui/template_page.py | 4 ++ 4 files changed, 27 insertions(+), 24 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py b/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py index f7918a941..47809ad98 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py @@ -175,10 +175,11 @@ def _add_coordinate_triad(ax, nodes, scale=0.10): ax.text(ox, oz + L * 1.25, oy, "Z", color=colors["Z"], fontsize=9, fontweight="bold", zorder=5) - # Y arrow (upward = force direction) - ax.quiver(ox, oz, oy, 0, 0, L, + # Y arrow (upward = force direction) — scaled by 0.30 to match box_aspect + Ly = L * 0.30 + ax.quiver(ox, oz, oy, 0, 0, Ly, color=colors["Y"], linewidth=2, arrow_length_ratio=0.25, zorder=5) - ax.text(ox, oz, oy + L * 1.25, "Y", color=colors["Y"], + ax.text(ox, oz, oy + Ly * 1.25, "Y", color=colors["Y"], fontsize=9, fontweight="bold", zorder=5) @@ -262,7 +263,7 @@ def build_figure_sfd(ds, force_key, nodes, members, edge_dist=0.0): # girder label ax.text(xs[0], z_base, 0, f" {girder_name}", - color="black", fontsize=11, fontweight="bold", + color="black", fontsize=11, fontweight="normal", ha="left", va="bottom", zorder=6, bbox=dict(boxstyle="round,pad=0.2", facecolor="white", alpha=0.8, edgecolor="none")) @@ -405,7 +406,7 @@ def build_figure_bmd(ds, force_key, nodes, members, edge_dist=0.0): # girder label ax.text(xs[0], z_base, 0, f" {girder_name}", - color="black", fontsize=11, fontweight="bold", + color="black", fontsize=11, fontweight="normal", ha="left", va="bottom", zorder=6, bbox=dict(boxstyle="round,pad=0.2", facecolor="white", alpha=0.8, edgecolor="none")) @@ -428,12 +429,10 @@ def build_figure_bmd(ds, force_key, nodes, members, edge_dist=0.0): ax.plot(xs, z_arr, y_plot, color=moment_color, linewidth=2.0, zorder=4) idx_max = int(np.argmax(Mz)) - idx_min = int(np.argmin(Mz)) - for idx, clr in ((idx_max, "#FF4136"), (idx_min, "#0074D9")): - ax.plot([xs[idx], xs[idx]], [z_base, z_base], [0, y_plot[idx]], - color=clr, linewidth=1.5, zorder=3) - ax.text(xs[idx], z_base, y_plot[idx], - f" {Mz[idx]:.2f} kN", color=clr, fontsize=7, zorder=6) + ax.plot([xs[idx_max], xs[idx_max]], [z_base, z_base], [0, y_plot[idx_max]], + color="#FF4136", linewidth=1.5, zorder=3) + ax.text(xs[idx_max], z_base, y_plot[idx_max], + f" {Mz[idx_max]:.2f} kNm", color="#FF4136", fontsize=7, zorder=6) sc = ax.scatter(xs, z_arr, y_plot, color=moment_color, s=30, zorder=5, depthshade=False) @@ -450,13 +449,13 @@ def on_add(sel, _data=_scatter_data, _fk=disp_key): nids, xs_g, vals_g = _data[id(sel.artist)] idx = sel.index sel.annotation.set_text( - f"Node {nids[idx]}\nX: {xs_g[idx]:.2f}\n{_fk}: {vals_g[idx]:.3f} kN" + f"Node {nids[idx]}\nX: {xs_g[idx]:.2f}\n{_fk}: {vals_g[idx]:.3f} kNm" ) sel.annotation.get_bbox_patch().set(fc="white", alpha=0.9) - ax.set_xlabel("Span Length", fontsize=10, labelpad=8) - ax.set_ylabel("Bridge Width", fontsize=10, labelpad=8) - ax.set_zlabel(f"{disp_key} (kN, scaled)", fontsize=10, labelpad=8) + ax.set_xlabel("Span Length (m)", fontsize=10, labelpad=8) + ax.set_ylabel("Bridge Width (m)", fontsize=10, labelpad=8) + ax.set_zlabel(f"{disp_key} (kNm, scaled)", fontsize=10, labelpad=8) ax.set_title(f"Bending Moment Diagram — {disp_key}", fontsize=12, fontweight="bold", pad=12) ax.view_init(elev=DEFAULT_ELEV, azim=DEFAULT_AZIM) ax.xaxis.pane.fill = False @@ -554,7 +553,7 @@ def build_figure_bmd_contour(ds, force_key, nodes, members, edge_dist=0.0): # girder label ax.text(xs[0], z_base, 0, f" {girder_name}", - color="black", fontsize=11, fontweight="bold", + color="black", fontsize=11, fontweight="normal", ha="left", va="bottom", zorder=6, bbox=dict(boxstyle="round,pad=0.2", facecolor="white", alpha=0.8, edgecolor="none")) @@ -592,9 +591,9 @@ def build_figure_bmd_contour(ds, force_key, nodes, members, edge_dist=0.0): cbar = fig.colorbar(sm, ax=ax, shrink=0.5, pad=0.1, aspect=20) cbar.set_label(f"{disp_key}", fontsize=10) - ax.set_xlabel("Span Length", fontsize=10, labelpad=8) - ax.set_ylabel("Bridge Width", fontsize=10, labelpad=8) - ax.set_zlabel(f"{disp_key} (kN, scaled)", fontsize=10, labelpad=8) + ax.set_xlabel("Span Length (m)", fontsize=10, labelpad=8) + ax.set_ylabel("Bridge Width (m)", fontsize=10, labelpad=8) + ax.set_zlabel(f"{disp_key} (kNm, scaled)", fontsize=10, labelpad=8) ax.set_title(f"BMD Contour — {disp_key}", fontsize=12, fontweight="bold", pad=12) ax.view_init(elev=DEFAULT_ELEV, azim=DEFAULT_AZIM) ax.xaxis.pane.fill = False diff --git a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py index 146512325..810e9216f 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py @@ -265,11 +265,11 @@ def output_values(self, flag=None): # ─── Percentage Bars ───────────────────────────────────────────────────────── - (KEY_STEELDESIGN_MEMBER_ID, "Member ID", + (KEY_STEELDESIGN_MEMBER_ID, "Member", TYPE_COMBOBOX, ["All"], True, "No Validator", {"group_title": "Steel Design"}), - (KEY_STEELDESIGN_LOAD_COMBINATION, "Load Case", + (KEY_STEELDESIGN_LOAD_COMBINATION, "Load Combination", TYPE_COMBOBOX, ["Envelope"], True, "No Validator", {}), (KEY_UTIL_FLEXURE, "Strength Limit State (Flexure)", diff --git a/src/osdagbridge/core/utils/common.py b/src/osdagbridge/core/utils/common.py index 14a459fb7..94428cdf8 100644 --- a/src/osdagbridge/core/utils/common.py +++ b/src/osdagbridge/core/utils/common.py @@ -89,10 +89,10 @@ DISP_TITLE_PROJECT = "Project Location" KEY_DISP_PROJECT_LOCATION = "City in India*" DISP_TITLE_GEOMETRIC = "Geometric Details" -KEY_DISP_SPAN = "Span" -KEY_DISP_CARRIAGEWAY_WIDTH = "Carriageway Width\n(Each way)" +KEY_DISP_SPAN = "Span (m)" +KEY_DISP_CARRIAGEWAY_WIDTH = "Carriageway Width\n(Each way) (m)" KEY_DISP_FOOTPATH = "Footpath" -KEY_DISP_SKEW_ANGLE = "Skew Angle" +KEY_DISP_SKEW_ANGLE = "Skew Angle (deg)" DISP_TITLE_MATERIAL = "Material Inputs" KEY_DISP_GIRDER = "Girder" KEY_DISP_CROSS_BRACING = "Cross Bracing" diff --git a/src/osdagbridge/desktop/ui/template_page.py b/src/osdagbridge/desktop/ui/template_page.py index 841a28fb8..0830b857d 100644 --- a/src/osdagbridge/desktop/ui/template_page.py +++ b/src/osdagbridge/desktop/ui/template_page.py @@ -993,6 +993,10 @@ def create_menu_bar_items(self): save_cad_action.setShortcut(QKeySequence("Alt+I")) file_menu.addAction(save_cad_action) + export_ifc_action = QAction("Export IFC", self) + export_ifc_action.setShortcut(QKeySequence("Ctrl+E")) + file_menu.addAction(export_ifc_action) + file_menu.addSeparator() quit_action = QAction("Quit", self) From 2c538f6ae6f7b676b37ba5cb89b6cfe868f276e3 Mon Sep 17 00:00:00 2001 From: unknown Date: Wed, 15 Apr 2026 15:40:58 +0530 Subject: [PATCH 146/225] minor changes in output dock --- src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py | 6 +++--- 1 file changed, 3 insertions(+), 3 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py index 810e9216f..4393873fd 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py @@ -239,7 +239,7 @@ def output_values(self, flag=None): (KEY_ANALYSIS_MEMBER, "Member", TYPE_COMBOBOX, ["All"], True, "No Validator", {}), - (KEY_ANALYSIS_LOAD_COMBINATION, "Load Combination", + (KEY_ANALYSIS_LOAD_COMBINATION, "Load Case /\nCombination", TYPE_COMBOBOX, ["Envelope"], True, "No Validator", {}), (KEY_ANALYSIS_FORCES, None, # None = no label @@ -269,7 +269,7 @@ def output_values(self, flag=None): TYPE_COMBOBOX, ["All"], True, "No Validator", {"group_title": "Steel Design"}), - (KEY_STEELDESIGN_LOAD_COMBINATION, "Load Combination", + (KEY_STEELDESIGN_LOAD_COMBINATION, "Load Case /\nCombination", TYPE_COMBOBOX, ["Envelope"], True, "No Validator", {}), (KEY_UTIL_FLEXURE, "Strength Limit State (Flexure)", @@ -296,7 +296,7 @@ def output_values(self, flag=None): (KEY_UTIL_DEFLECTION_CRACK, "Deflection and Crack Control", TYPE_PERCENT_BAR, 0.0, True, "No Validator", {}), - (KEY_BTN_STEEL_DESIGN, "Analysis & Design Results Summary", + (KEY_BTN_STEEL_DESIGN, "Analysis and Design Results Summary", TYPE_ONLY_BUTTON, None, True, "No Validator", { "action": "open_steel_design" From dd5dce01181e8cd6acf4941b7ebcde077135ecb3 Mon Sep 17 00:00:00 2001 From: mhsuhail00 Date: Thu, 16 Apr 2026 02:04:59 +0530 Subject: [PATCH 147/225] feat: radiobutton grid in output dock --- .../bridge_types/plate_girder/ui_fields.py | 9 +- src/osdagbridge/core/utils/common.py | 1 + .../desktop/ui/docks/output_dock.py | 51 +++++- .../desktop/ui/utils/custom_widgets.py | 172 ++++++++++++++++-- 4 files changed, 214 insertions(+), 19 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py index 4393873fd..0f1b6261e 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py @@ -243,17 +243,22 @@ def output_values(self, flag=None): TYPE_COMBOBOX, ["Envelope"], True, "No Validator", {}), (KEY_ANALYSIS_FORCES, None, # None = no label - TYPE_CHECKBOX_GRID, + TYPE_RADIO_GRID, [["Fx","Vy","Vz"], ["Tx","My","Mz"], ["Dx","Dy","Dz"]], - True, "No Validator", {"exclusive": True}), + True, "No Validator", {}), (KEY_ANALYSIS_DISPLAY_OPTIONS, None, # label goes on the groupbox title instead TYPE_CHECKBOX_ROW, ["Max", "Min"], True, "No Validator", {"exclusive": False, "group_title": "Display Options"}), + (KEY_ANALYSIS_DISPLAY_OPTIONS, None, # label goes on the groupbox title instead + TYPE_CHECKBOX_ROW, ["All ", "Summary"], + True, "No Validator", + {"exclusive": False}), + (KEY_ANALYSIS_UTILIZATION, "Controlling Utilization Ratio", TYPE_CHECKBOX, None, True, "No Validator", {"group_end": True}), # closes the Display Options box diff --git a/src/osdagbridge/core/utils/common.py b/src/osdagbridge/core/utils/common.py index 94428cdf8..a88d51454 100644 --- a/src/osdagbridge/core/utils/common.py +++ b/src/osdagbridge/core/utils/common.py @@ -28,6 +28,7 @@ TYPE_CHECKBOX_GRID = "checkbox_grid" TYPE_PERCENT_BAR = "percent_bar" TYPE_ONLY_BUTTON = "only_button" +TYPE_RADIO_GRID = "radio_button_grid" # Keys for inputs (consistent dot notation for object names) KEY_MODULE = "Module" diff --git a/src/osdagbridge/desktop/ui/docks/output_dock.py b/src/osdagbridge/desktop/ui/docks/output_dock.py index 0b5e1fb26..cab19e10c 100644 --- a/src/osdagbridge/desktop/ui/docks/output_dock.py +++ b/src/osdagbridge/desktop/ui/docks/output_dock.py @@ -29,12 +29,12 @@ from PySide6.QtGui import QIcon from osdagbridge.core.utils.common import ( - TYPE_TITLE, TYPE_BUTTON, TYPE_COMBOBOX, TYPE_PERCENT_BAR, + TYPE_TITLE, TYPE_BUTTON, TYPE_COMBOBOX, TYPE_PERCENT_BAR, TYPE_RADIO_GRID, TYPE_CHECKBOX, TYPE_CHECKBOX_ROW, TYPE_CHECKBOX_GRID, TYPE_ONLY_BUTTON ) from osdagbridge.desktop.ui.utils.custom_buttons import DockCustomButton from osdagbridge.desktop.ui.docks.dock_utils import apply_field_style -from osdagbridge.desktop.ui.utils.custom_widgets import RichCheckBox, PercentBarWidget +from osdagbridge.desktop.ui.utils.custom_widgets import RichCheckBox, PercentBarWidget, CustomRadioButton # ── Styles ──────────────────────────────────────────────────────────────────── @@ -264,6 +264,9 @@ def close_group(): elif ftype == TYPE_CHECKBOX_GRID: target.addLayout(self._make_checkbox_grid(key, label, values, meta)) + elif ftype == TYPE_RADIO_GRID: + target.addLayout(self._make_radio_grid(key, label, values, meta)) + elif ftype == TYPE_CHECKBOX_ROW: target.addLayout(self._make_checkbox_row(key, label, values, meta)) @@ -421,7 +424,6 @@ def _make_checkbox_grid(self, key: str, label: str, values, meta: dict) -> QVBox N-column grid of checkboxes, aligned in rows using QGridLayout. values = [["Fx","Mx","Dx"], ["Fy","My","Dy"], ...] label = None means no label row is added. - exclusive : bool — if True only one checkbox can be checked at a time. """ from PySide6.QtWidgets import QGridLayout @@ -463,6 +465,49 @@ def _make_checkbox_grid(self, key: str, label: str, values, meta: dict) -> QVBox return outer + def _make_radio_grid(self, key: str, label: str, values, meta: dict): + """ + N-column grid of CustomRadioButtons, aligned in rows using QGridLayout. + + values = [["Fx","Mx","Dx"], ["Fy","My","Dy"], ...] (column-first list) + label = section label string, or None to skip the label row. + exclusive : bool (in meta) — when True, selecting one button unchecks all + others in the grid (standard radio behaviour). Defaults True. + """ + from PySide6.QtWidgets import QVBoxLayout, QGridLayout, QLabel + + outer = QVBoxLayout() + outer.setContentsMargins(0, 0, 0, 0) + outer.setSpacing(4) + + if label: + lbl = QLabel(label) + lbl.setStyleSheet(LABEL_STYLE) + outer.addWidget(lbl) + + columns = values if isinstance(values, list) else [] + all_rbs: list[CustomRadioButton] = [] + num_cols = len(columns) + + grid = QGridLayout() + grid.setContentsMargins(0, 0, 0, 0) + grid.setHorizontalSpacing(8) + grid.setVerticalSpacing(4) + + for c in range(num_cols): + grid.setColumnStretch(c, 1) + + num_rows = max((len(col) for col in columns), default=0) + for row in range(num_rows): + for col, col_items in enumerate(columns): + if row < len(col_items): + rb = CustomRadioButton(str(col_items[row])) + all_rbs.append(rb) + grid.addWidget(rb, row, col, alignment=Qt.AlignCenter) + + outer.addLayout(grid) + return outer + def _make_checkbox_row(self, key: str, label: str, values, meta: dict) -> QHBoxLayout: """ Horizontal row of checkboxes. diff --git a/src/osdagbridge/desktop/ui/utils/custom_widgets.py b/src/osdagbridge/desktop/ui/utils/custom_widgets.py index 6b4fce588..83d919da3 100644 --- a/src/osdagbridge/desktop/ui/utils/custom_widgets.py +++ b/src/osdagbridge/desktop/ui/utils/custom_widgets.py @@ -7,9 +7,12 @@ - Better UX feedback for selectable vs non-selectable items """ -from PySide6.QtWidgets import QListView, QStyledItemDelegate, QWidget, QVBoxLayout, QSizePolicy -from PySide6.QtCore import Qt, QRectF -from PySide6.QtGui import QColor, QPainterPath +from PySide6.QtWidgets import ( + QListView, QStyledItemDelegate, QWidget, QVBoxLayout, + QSizePolicy, QRadioButton +) +from PySide6.QtCore import Qt, QRectF, QRect +from PySide6.QtGui import QColor, QPainterPath, QPen, QFontMetrics # ================================================================================= # ITEM DELEGATE FOR DISABLED ITEMS @@ -187,7 +190,7 @@ def paintEvent(self, event): value >= 100 → red fill, full width, "XX%" text to the right """ -# ── Colours ─────────────────────────────────────────────────────────────────── +# -- Colours ------------------------------------------------------------------- COLOR_GREEN = QColor("#90AF13") # matches dock accent COLOR_RED = QColor("#CC2222") COLOR_TRACK = QColor("#D8D8D8") # unfilled portion @@ -198,7 +201,7 @@ def paintEvent(self, event): PCT_LABEL_STYLE = "QLabel { font-size:12px; font-weight:bold; color:#444; background:transparent; }" -# ── Inner bar widget ────────────────────────────────────────────────────────── +# -- Inner bar widget ---------------------------------------------------------- class _BarPainter(QWidget): """Custom-painted progress track.""" @@ -227,13 +230,13 @@ def paintEvent(self, event): painter.setPen(Qt.NoPen) - # ── Full rounded track pill ─────────────────────────────────────────── + # -- Full rounded track pill ------------------------------------------- track_path = QPainterPath() track_path.addRoundedRect(QRectF(0, 0, w, h), radius, radius) painter.setBrush(COLOR_TRACK) painter.drawPath(track_path) - # ── Fill clipped to track shape ─────────────────────────────────────── + # -- Fill clipped to track shape --------------------------------------- if fill_w > 0: fill_color = COLOR_RED if exceeded else COLOR_GREEN fill_rect_path = QPainterPath() @@ -245,12 +248,13 @@ def paintEvent(self, event): painter.end() -# ── Public widget ───────────────────────────────────────────────────────────── +# -- Public widget ------------------------------------------------------------- +#----Percentage Bar Widget with label------------------------------------------- class PercentBarWidget(QWidget): """ [Label (wraps, constrained to bar width)] - [bar ────────────────────────────────── ] XX% + [bar ---------------------------------- ] XX% """ def __init__(self, label: str = "", value: float = 0.0, parent=None): @@ -261,7 +265,7 @@ def __init__(self, label: str = "", value: float = 0.0, parent=None): root.setContentsMargins(0, 5, 0, 0) root.setSpacing(4) - # ── Label — max-width kept in sync with bar via resizeEvent ─────────── + # -- Label — max-width kept in sync with bar via resizeEvent ----------- lbl = QLabel(label) lbl.setStyleSheet(LABEL_STYLE) lbl.setTextFormat(Qt.RichText) @@ -270,7 +274,7 @@ def __init__(self, label: str = "", value: float = 0.0, parent=None): self._lbl = lbl root.addWidget(lbl) - # ── Bar row ─────────────────────────────────────────────────────────── + # -- Bar row ----------------------------------------------------------- bar_row = QHBoxLayout() bar_row.setContentsMargins(0, 0, 0, 0) bar_row.setSpacing(8) @@ -293,7 +297,7 @@ def resizeEvent(self, event): if bar_w > 0: self._lbl.setMaximumWidth(bar_w) - # ── Public API ──────────────────────────────────────────────────────────── + # -- Public API ------------------------------------------------------------ def set_value(self, value: float): self._bar.set_value(value) @@ -302,7 +306,135 @@ def set_value(self, value: float): @staticmethod def _fmt(value: float) -> str: return f"{int(round(value))}%" - + +# -- Custom Green Radio Button ----------------------------------------------- +class CustomRadioButton(QRadioButton): + + INDICATOR_SIZE = 15 + DOT_SIZE = 9 + SPACING = 8 + PEN_WIDTH = 2 + V_PADDING = 6 + + def __init__(self, text="", parent=None): + super().__init__("", parent) # always pass empty string to Qt + self._rich_text = text # store our own text (may contain HTML) + self.setStyleSheet(""" + QRadioButton::indicator { + width: 0px; + height: 0px; + image: none; + border: none; + background: none; + } + """) + + # ── Public text API (mirrors QAbstractButton) ──────────────────────────── + + def setText(self, text: str): + self._rich_text = text + self.updateGeometry() + self.update() + + def text(self) -> str: + return self._rich_text + + # ── Rich-text document helper ──────────────────────────────────────────── + + def _is_rich(self) -> bool: + """True when the stored text contains HTML tags.""" + return "<" in self._rich_text and ">" in self._rich_text + + def _doc(self) -> QTextDocument: + doc = QTextDocument() + doc.setDefaultFont(self.font()) + doc.setHtml(self._rich_text) + return doc + + # ── Paint ──────────────────────────────────────────────────────────────── + + def paintEvent(self, event): + painter = QPainter(self) + painter.setRenderHint(QPainter.Antialiasing) + + s = self.INDICATOR_SIZE + pw = self.PEN_WIDTH + offset = pw // 2 + 1 + cy = self.height() // 2 + + circle_rect = QRect(offset, cy - s // 2, s, s) + + # ── Circle ─────────────────────────────────────────────────────────── + if self.isChecked(): + painter.setBrush(QColor("#2e7d32")) + painter.setPen(QPen(QColor("#2e7d32"), pw)) + painter.drawEllipse(circle_rect) + + d = self.DOT_SIZE + dot_rect = QRect( + circle_rect.x() + (s - d) // 2, + circle_rect.y() + (s - d) // 2, + d, d + ) + painter.setBrush(QColor("#ffffff")) + painter.setPen(Qt.NoPen) + painter.drawEllipse(dot_rect) + + else: + painter.setBrush(QColor("#ffffff")) + border = QColor("#2e7d32") if self.underMouse() else QColor("#9e9e9e") + painter.setPen(QPen(border, pw)) + painter.drawEllipse(circle_rect) + + # ── Text ───────────────────────────────────────────────────────────── + text_x = offset + s + self.SPACING + + if self._is_rich(): + doc = self._doc() + doc.setTextWidth(self.width() - text_x) + text_h = int(doc.size().height()) + text_y = (self.height() - text_h) // 2 + + painter.save() + painter.translate(QPoint(text_x, text_y)) + if not self.isEnabled(): + painter.setOpacity(0.4) + doc.drawContents(painter) + painter.restore() + + else: + text_rect = QRect(text_x, 0, self.width() - text_x, self.height()) + painter.setPen(QColor("#1a1a1a") if self.isEnabled() else QColor("#9e9e9e")) + painter.setFont(self.font()) + painter.drawText(text_rect, Qt.AlignVCenter | Qt.AlignLeft, self._rich_text) + + painter.end() + + # ── Size ───────────────────────────────────────────────────────────────── + + def sizeHint(self) -> QSize: + s = self.INDICATOR_SIZE + pw = self.PEN_WIDTH + offset = pw // 2 + 1 + + if self._is_rich(): + doc = self._doc() + doc.setTextWidth(-1) + text_size = doc.size() + text_w = int(text_size.width()) + text_h = int(text_size.height()) + else: + fm = QFontMetrics(self.font()) + text_w = fm.horizontalAdvance(self._rich_text) + text_h = fm.height() + + total_width = offset + s + self.SPACING + text_w + offset + total_height = max(s + pw * 2, text_h) + self.V_PADDING + return QSize(total_width, total_height) + + def minimumSizeHint(self) -> QSize: + return self.sizeHint() + #---------Standalone-Testing------------------------------------ import sys @@ -329,9 +461,21 @@ def _fmt(value: float) -> str: )), layout.addWidget(PercentBarWidget("Strength Limit State (Flexure)", 99.9)) layout.addWidget(PercentBarWidget("Strength Limit State (Flexure)", 99.4)) + + rb1 = CustomRadioButton("Option A", parent=win) + rb1.setChecked(True) + rb1.adjustSize() + rb1.move(20, 25) + layout.addWidget(rb1) + + rb2 = CustomRadioButton("Option A very long label here", parent=win) + rb2.adjustSize() + rb2.move(20, 65) + layout.addWidget(rb2) + layout.addStretch() win.show() sys.exit(app.exec()) -#------------- \ No newline at end of file +#-------------------------------------------------------------------- \ No newline at end of file From 026c08cb05a4546818c6e4fc38850aafc7030f78 Mon Sep 17 00:00:00 2001 From: mhsuhail00 Date: Thu, 16 Apr 2026 03:03:02 +0530 Subject: [PATCH 148/225] updated output plots view icon --- .../desktop/resources/resources_rc.py | 449 +++++++++++------- .../vectors/view_btn/plots_active.svg | 22 +- .../vectors/view_btn/plots_inactive.svg | 22 +- 3 files changed, 326 insertions(+), 167 deletions(-) diff --git a/src/osdagbridge/desktop/resources/resources_rc.py b/src/osdagbridge/desktop/resources/resources_rc.py index de7958227..0d9b50f92 100644 --- a/src/osdagbridge/desktop/resources/resources_rc.py +++ b/src/osdagbridge/desktop/resources/resources_rc.py @@ -1,91 +1,92 @@ # Resource object code (Python 3) # Created by: object code -# Created by: The Resource Compiler for Qt version 6.9.2 +# Created by: The Resource Compiler for Qt version 6.11.0 # WARNING! 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a/src/osdagbridge/desktop/resources/vectors/view_btn/plots_active.svg b/src/osdagbridge/desktop/resources/vectors/view_btn/plots_active.svg index 5c8b76c17..703555a5f 100644 --- a/src/osdagbridge/desktop/resources/vectors/view_btn/plots_active.svg +++ b/src/osdagbridge/desktop/resources/vectors/view_btn/plots_active.svg @@ -1 +1,21 @@ - \ No newline at end of file + + + + + + + + + + + + + + + + + + + + + diff --git a/src/osdagbridge/desktop/resources/vectors/view_btn/plots_inactive.svg b/src/osdagbridge/desktop/resources/vectors/view_btn/plots_inactive.svg index ce8b8299f..8e1177a0b 100644 --- a/src/osdagbridge/desktop/resources/vectors/view_btn/plots_inactive.svg +++ b/src/osdagbridge/desktop/resources/vectors/view_btn/plots_inactive.svg @@ -1 +1,21 @@ - \ No newline at end of file + + + + + + + + + + + + + + + + + + + + + From a316c637b1ad743eeff1a1398e381c268503b1bf Mon Sep 17 00:00:00 2001 From: Aditya-Donde Date: Thu, 16 Apr 2026 12:01:03 +0530 Subject: [PATCH 149/225] updated mpl plots, added zoom in/out and reset. added some temporary buttons in widget --- .../bridge_types/plate_girder/analyser.py | 2 +- .../plate_girder/plategirderbridge.py | 22 +- .../plate_girder/plot_generator.py | 235 +++++++++++++++++- src/osdagbridge/core/utils/common.py | 1 + src/osdagbridge/desktop/ui/mpl_plot_widget.py | 179 +++++++++++-- 5 files changed, 417 insertions(+), 22 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/analyser.py b/src/osdagbridge/core/bridge_types/plate_girder/analyser.py index 645e2b4b8..ed139c1bb 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/analyser.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/analyser.py @@ -924,7 +924,7 @@ def add_vehicle_load_cases_from_combinations(self, model=None): # Add to load case # ----------------------------- lc.add_load( - load_obj=vehicle, + load=vehicle, load_factor=lane_factor ) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py index 33a9d7f87..a00b25769 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py @@ -18,7 +18,10 @@ build_figure_sfd, build_figure_bmd, build_figure_bmd_contour, + build_figure_deflection, + build_figure_grillage, build_nodes_members, + figure_to_bytes, ) from osdagbridge.core.utils.common import ( @@ -37,6 +40,7 @@ DEFAULT_CRASH_BARRIER_WIDTH, DEFAULT_RAILING_WIDTH, DEFAULT_GIRDER_SPACING, + DEFAULT_CROSS_BRACING_SPACING, MPa, GPa, N, @@ -222,8 +226,8 @@ def _solve_bridge_layout(self, parsed: dict) -> None: def _build_dtos(self, parsed: dict) -> None: """Construct GrillageGeometry and DeckLayoutProperties DTOs from solved results.""" span = parsed["span"] - # n_t: transverse grid lines — approx one division every 2 × girder spacings - n_t = max(3, int(round(span / (DEFAULT_GIRDER_SPACING * 2)))) + # n_t: transverse grid lines — span divided by cross-bracing spacing, rounded to nearest odd integer with minimum of 3 (1 at each end + at least 1 internal for bracing) + n_t = max(3, (int(round(span / (DEFAULT_CROSS_BRACING_SPACING)*2) + 1))) deck_overhang = self.sizing_result.deck_overhang # When there is an overhang, the two edge beams add 2 extra longitudinal @@ -612,6 +616,20 @@ def build_figure_bmd_contour(self, ds, force_key: str): nodes, members = self.get_nodes_members() return build_figure_bmd_contour(ds, force_key, nodes, members, edge_dist=self.get_edge_dist()) + def build_figure_deflection(self, ds, disp_key: str): + """Build and return a matplotlib Figure for the deflection diagram of the given dataset slice.""" + nodes, members = self.get_nodes_members() + return build_figure_deflection(ds, disp_key, nodes, members, edge_dist=self.get_edge_dist()) + + def build_figure_grillage(self): + """Build and return a matplotlib Figure showing only the bridge grillage mesh.""" + nodes, members = self.get_nodes_members() + return build_figure_grillage(nodes, members) + + def figure_to_bytes(self, fig, fmt: str = "png", dpi: int = 150) -> bytes: + """Render a matplotlib Figure to raw bytes (PNG by default).""" + return figure_to_bytes(fig, fmt=fmt, dpi=dpi) + # ───────────────────────────────────────────────────────────────────────── # Helpers # ───────────────────────────────────────────────────────────────────────── diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py b/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py index 47809ad98..e52ea4ec5 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py @@ -30,6 +30,17 @@ "Mx": "Mx", "My": "My", "Mz": "Mz", } +# Displacement component map key → component name in ds["displacements"] +DISP_MAP = { + "Dx": "dx", + "Dy": "dy", + "Dz": "dz", +} + +DISP_DISPLAY = { + "Dx": "Dx", "Dy": "Dy", "Dz": "Dz", +} + # View settings (elevation/azimuth for a near-front-elevation look) DEFAULT_ELEV = 10 DEFAULT_AZIM = -90 @@ -183,6 +194,61 @@ def _add_coordinate_triad(ax, nodes, scale=0.10): fontsize=9, fontweight="bold", zorder=5) +# ============================================================================= +# GRILLAGE PLOT +# ============================================================================= + +def build_figure_grillage(nodes, members): + """ + Build a 3-D matplotlib figure showing only the bridge grillage mesh. + + Parameters + ---------- + nodes : dict — {tag: [x, y, z]} + members : dict — {tag: [n1, n2]} + + Returns + ------- + fig : matplotlib.figure.Figure + """ + fig = plt.figure(figsize=(14, 6), dpi=110, facecolor="white") + ax = fig.add_subplot(111, projection="3d", facecolor="white") + + all_xs = [coord[0] for coord in nodes.values()] + all_zs = [coord[2] for coord in nodes.values()] + x_range = max(all_xs) - min(all_xs) or 1.0 + z_range = max(all_zs) - min(all_zs) or 1.0 + ax.set_xlim(min(all_xs), max(all_xs)) + ax.set_ylim(min(all_zs), max(all_zs)) + ax.set_zlim(-x_range * 0.05, x_range * 0.15) + ax.set_box_aspect([x_range, z_range, x_range * 0.30]) + + _add_grillage_background(ax, nodes, members) + _add_coordinate_triad(ax, nodes) + + # Draw node markers + xs = [coord[0] for coord in nodes.values()] + ys = [coord[2] for coord in nodes.values()] + ax.scatter(xs, ys, [0] * len(xs), + color="#388E3C", s=14, zorder=4, depthshade=False) + + ax.set_xlabel("Span Length (m)", fontsize=10, labelpad=8) + ax.set_ylabel("Bridge Width (m)", fontsize=10, labelpad=8) + ax.set_zlabel("", fontsize=10, labelpad=8) + ax.set_title("Bridge Grillage", fontsize=12, fontweight="bold", pad=12) + ax.view_init(elev=DEFAULT_ELEV, azim=DEFAULT_AZIM) + ax.xaxis.pane.fill = False + ax.yaxis.pane.fill = False + ax.zaxis.pane.fill = False + ax.xaxis.pane.set_edgecolor("lightgrey") + ax.yaxis.pane.set_edgecolor("lightgrey") + ax.zaxis.pane.set_edgecolor("lightgrey") + ax.grid(True, linestyle="--", linewidth=0.4, alpha=0.5) + + plt.tight_layout() + return fig + + # ============================================================================= # SFD PLOT # ============================================================================= @@ -432,7 +498,7 @@ def build_figure_bmd(ds, force_key, nodes, members, edge_dist=0.0): ax.plot([xs[idx_max], xs[idx_max]], [z_base, z_base], [0, y_plot[idx_max]], color="#FF4136", linewidth=1.5, zorder=3) ax.text(xs[idx_max], z_base, y_plot[idx_max], - f" {Mz[idx_max]:.2f} kNm", color="#FF4136", fontsize=7, zorder=6) + f" {-Mz[idx_max]:.2f} kNm", color="#FF4136", fontsize=7, zorder=6) sc = ax.scatter(xs, z_arr, y_plot, color=moment_color, s=30, zorder=5, depthshade=False) @@ -449,7 +515,7 @@ def on_add(sel, _data=_scatter_data, _fk=disp_key): nids, xs_g, vals_g = _data[id(sel.artist)] idx = sel.index sel.annotation.set_text( - f"Node {nids[idx]}\nX: {xs_g[idx]:.2f}\n{_fk}: {vals_g[idx]:.3f} kNm" + f"Node {nids[idx]}\nX: {xs_g[idx]:.2f}\n{_fk}: {-vals_g[idx]:.3f} kNm" ) sel.annotation.get_bbox_patch().set(fc="white", alpha=0.9) @@ -608,10 +674,173 @@ def build_figure_bmd_contour(ds, force_key, nodes, members, edge_dist=0.0): return fig +# ============================================================================= +# DEFLECTION PLOT +# ============================================================================= + +def build_figure_deflection(ds, disp_key, nodes, members, edge_dist=0.0): + """ + Build a 3-D matplotlib figure showing the Deflection Diagram. + + Parameters + ---------- + ds : xarray.Dataset — analysis results for one load case + (must have 'displacements' DataArray keyed + by Node and Component) + disp_key : str — one of DISP_MAP keys: "Dx", "Dy", "Dz" + nodes : dict — {tag: [x, y, z]} + members : dict — {tag: [n1, n2]} + edge_dist : float — overhang distance; outermost girders are + shown as baselines only (no diagram). + + Returns + ------- + fig : matplotlib.figure.Figure + """ + comp_name = DISP_MAP[disp_key] + disp_label = DISP_DISPLAY.get(disp_key, disp_key) + girders = _find_girders(nodes, members) + + fig = plt.figure(figsize=(14, 6), dpi=110, facecolor="white") + ax = fig.add_subplot(111, projection="3d", facecolor="white") + + all_xs = [coord[0] for coord in nodes.values()] + all_zs = [coord[2] for coord in nodes.values()] + x_range = max(all_xs) - min(all_xs) or 1.0 + z_range = max(all_zs) - min(all_zs) or 1.0 + ax.set_xlim(min(all_xs), max(all_xs)) + ax.set_ylim(min(all_zs), max(all_zs)) + ax.set_box_aspect([x_range, z_range, x_range * 0.30]) + + _add_grillage_background(ax, nodes, members) + _add_coordinate_triad(ax, nodes) + + defl_color = "#6A1B9A" # deep purple + fill_color = "#CE93D8" # light purple + base_color = "#388E3C" + + # Resolve the actual component string in the dataset (case-insensitive) + actual_comp = None + try: + for c in ds["displacements"].coords["Component"].values: + if c.lower() == comp_name.lower(): + actual_comp = c + break + except Exception: + pass + + girder_items = list(girders.items()) + n_girders = len(girder_items) + _scatter_objs = [] + _scatter_data = {} + + for i, (z_val, elems) in enumerate(girder_items): + is_edge_beam = edge_dist > 0 and (i == 0 or i == n_girders - 1) + girder_name = f"G{i}" if edge_dist > 0 else f"G{i + 1}" + + # Node list in span order (mirrors _build_polyline ordering) + node_list = [members[e][0] for e in elems] + [members[elems[-1]][1]] + xs = np.array([nodes[n][0] for n in node_list]) + zs = np.array([nodes[n][2] for n in node_list]) + + # Fetch nodal displacement (m → mm); fall back to 0 on missing data + def _get(n, _comp=actual_comp): + if _comp is None: + return 0.0 + try: + return float( + ds["displacements"].sel(Node=n, Component=_comp).values + ) * 1000.0 + except Exception: + return 0.0 + + vals = np.array([_get(n) for n in node_list]) + z_base = float(np.mean(zs)) + z_arr = np.full_like(xs, z_base) + + # baseline + ax.plot([xs[0], xs[-1]], [z_base, z_base], [0, 0], + color="slategrey" if is_edge_beam else base_color, + linewidth=1.5, zorder=3) + + if is_edge_beam: + continue + + ax.scatter(xs, z_arr, np.zeros_like(xs), + color=base_color, s=18, zorder=4, depthshade=False) + + # girder label + ax.text(xs[0], z_base, 0, f" {girder_name}", + color="black", fontsize=11, fontweight="normal", + ha="left", va="bottom", zorder=6, + bbox=dict(boxstyle="round,pad=0.2", facecolor="white", + alpha=0.8, edgecolor="none")) + + val_range = max(vals) - min(vals) + if val_range == 0: + defl_scale = ( + 1.0 if np.max(np.abs(vals)) == 0 + else 0.1 * abs((max(xs) - min(xs)) / np.max(np.abs(vals))) + ) + else: + defl_scale = 0.1 * abs((max(xs) - min(xs)) / val_range) + + y_plot = vals * defl_scale + + ax.plot_surface( + np.vstack([xs, xs]), + np.vstack([z_arr, z_arr]), + np.vstack([np.zeros_like(y_plot), y_plot]), + color=fill_color, alpha=0.25, linewidth=0, antialiased=False, zorder=2 + ) + + ax.plot(xs, z_arr, y_plot, color=defl_color, linewidth=2.0, zorder=4) + + # annotate the node with maximum absolute deflection + idx_max = int(np.argmax(np.abs(vals))) + ax.plot([xs[idx_max], xs[idx_max]], [z_base, z_base], [0, y_plot[idx_max]], + color=defl_color, linewidth=1.5, zorder=3) + ax.text(xs[idx_max], z_base, y_plot[idx_max], + f" {vals[idx_max]:.3f} mm", color=defl_color, fontsize=7, zorder=6) + + sc = ax.scatter(xs, z_arr, y_plot, + color=defl_color, s=30, zorder=5, depthshade=False) + _scatter_objs.append(sc) + _scatter_data[id(sc)] = (node_list, xs, vals) + + if _MPLCURSORS and _scatter_objs: + cursor = mplcursors.cursor(_scatter_objs, hover=True) + + @cursor.connect("add") + def on_add(sel, _data=_scatter_data, _lbl=disp_label): + nids, xs_g, vals_g = _data[id(sel.artist)] + idx = sel.index + sel.annotation.set_text( + f"Node {nids[idx]}\nX: {xs_g[idx]:.2f}\n{_lbl}: {vals_g[idx]:.4f} mm" + ) + sel.annotation.get_bbox_patch().set(fc="white", alpha=0.9) + + ax.set_xlabel("Span Length (m)", fontsize=10, labelpad=8) + ax.set_ylabel("Bridge Width (m)", fontsize=10, labelpad=8) + ax.set_zlabel(f"{disp_label} (mm, scaled)", fontsize=10, labelpad=8) + ax.set_title(f"Deflection Diagram — {disp_label}", fontsize=12, fontweight="bold", pad=12) + ax.view_init(elev=DEFAULT_ELEV, azim=DEFAULT_AZIM) + ax.xaxis.pane.fill = False + ax.yaxis.pane.fill = False + ax.zaxis.pane.fill = False + ax.xaxis.pane.set_edgecolor("lightgrey") + ax.yaxis.pane.set_edgecolor("lightgrey") + ax.zaxis.pane.set_edgecolor("lightgrey") + ax.grid(True, linestyle="--", linewidth=0.4, alpha=0.5) + + plt.tight_layout() + return fig + + def figure_to_bytes(fig, fmt="png", dpi=150): """Convenience helper — render a matplotlib figure to raw bytes.""" buf = io.BytesIO() - fig.savefig(buf, format=fmt, dpi=dpi, bbox_inches="tight", facecolor="white") + fig.savefig(buf, format=fmt, dpi=dpi, bbox_inches=None, facecolor="white") buf.seek(0) plt.close(fig) return buf.read() diff --git a/src/osdagbridge/core/utils/common.py b/src/osdagbridge/core/utils/common.py index a88d51454..bc947c0a0 100644 --- a/src/osdagbridge/core/utils/common.py +++ b/src/osdagbridge/core/utils/common.py @@ -313,6 +313,7 @@ DEFAULT_DECK_OVERHANG = 1.0 DEFAULT_CRASH_BARRIER_WIDTH = 0.5 DEFAULT_RAILING_WIDTH = 0.375 +DEFAULT_CROSS_BRACING_SPACING = 3.0 # IRC helper option constants KEY_VEHICLE = ["Class70R(W)", "Class70R(T)", "ClassA", "ClassB"] diff --git a/src/osdagbridge/desktop/ui/mpl_plot_widget.py b/src/osdagbridge/desktop/ui/mpl_plot_widget.py index e344b0ed2..6f49454cb 100644 --- a/src/osdagbridge/desktop/ui/mpl_plot_widget.py +++ b/src/osdagbridge/desktop/ui/mpl_plot_widget.py @@ -4,18 +4,25 @@ from matplotlib.backends.backend_qtagg import FigureCanvasQTAgg import matplotlib.pyplot as plt -from PySide6.QtWidgets import QWidget, QVBoxLayout, QComboBox, QSizePolicy +from PySide6.QtWidgets import ( + QWidget, QVBoxLayout, QHBoxLayout, QComboBox, QSizePolicy, QPushButton +) +from PySide6.QtCore import Qt, QEvent from osdagbridge.core.bridge_types.plate_girder.plot_generator import ( build_figure_sfd, build_figure_bmd, + build_figure_deflection, + build_figure_grillage, FORCE_MAP, + DISP_MAP, ) # Forces starting with "F" -> shear (SFD); starting with "M" -> moment (BMD) -_SFD_KEYS = {k for k in FORCE_MAP if k.startswith("F")} +_SFD_KEYS = {k for k in FORCE_MAP if k.startswith("F")} +_DEFL_KEYS = set(DISP_MAP.keys()) # "Dx", "Dy", "Dz" -# Map from the HTML labels used in OutputDock's force checkbox grid -> FORCE_MAP keys +# Map from the HTML labels used in OutputDock's radio grid -> plot keys _RICH_LABEL_TO_FORCE = { "Fx": "Fx", "Vy": "Fy", @@ -23,6 +30,9 @@ "Tx": "Mx", "My": "My", "Mz": "Mz", + "Dx": "Dx", + "Dy": "Dy", + "Dz": "Dz", } _DEFAULT_FORCE_LABEL = "Vy" # pre-checked on first link @@ -50,16 +60,70 @@ def __init__(self, parent=None): # Set by link_output_dock() self._output_dock = None + # Grillage-only mode + self._grillage_mode = False + + # Zoom state + self._zoom_scale = 1.0 + self._orig_limits = None # {ax_index: {"x": (lo,hi), "y": ..., "z": ...}} + # matplotlib canvas self._fig = plt.figure(figsize=(14, 6), facecolor="white") self._canvas = FigureCanvasQTAgg(self._fig) self._canvas.setMinimumHeight(300) self._canvas.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Expanding) + self._canvas.installEventFilter(self) + + # zoom toolbar + self._btn_zoom_in = QPushButton("+") + self._btn_zoom_out = QPushButton("−") + self._btn_zoom_reset = QPushButton("⟳") + for btn in (self._btn_zoom_in, self._btn_zoom_out, self._btn_zoom_reset): + btn.setFixedSize(28, 28) + btn.setFocusPolicy(Qt.NoFocus) + btn.setStyleSheet( + "QPushButton { font-size: 16px; border: 1px solid #bbb; border-radius: 4px;" + " background: #f5f5f5; }" + "QPushButton:hover { background: #e0e0e0; }" + "QPushButton:pressed { background: #bdbdbd; }" + ) + self._btn_zoom_in.setToolTip("Zoom In") + self._btn_zoom_out.setToolTip("Zoom Out") + self._btn_zoom_reset.setToolTip("Reset Zoom") + self._btn_zoom_in.clicked.connect(self._zoom_in) + self._btn_zoom_out.clicked.connect(self._zoom_out) + self._btn_zoom_reset.clicked.connect(self._zoom_reset) + + # grillage toggle button + self._btn_grillage = QPushButton("Grillage") + self._btn_grillage.setCheckable(True) + self._btn_grillage.setFixedHeight(28) + self._btn_grillage.setFocusPolicy(Qt.NoFocus) + self._btn_grillage.setToolTip("Show bridge grillage only") + self._btn_grillage.setStyleSheet( + "QPushButton { font-size: 12px; border: 1px solid #bbb; border-radius: 4px;" + " background: #f5f5f5; padding: 0 8px; }" + "QPushButton:hover { background: #e0e0e0; }" + "QPushButton:pressed { background: #bdbdbd; }" + "QPushButton:checked { background: #1565C0; color: white;" + " border: 1px solid #0D47A1; }" + ) + self._btn_grillage.toggled.connect(self._on_grillage_toggled) + + toolbar_row = QHBoxLayout() + toolbar_row.setContentsMargins(4, 2, 4, 2) + toolbar_row.setSpacing(4) + toolbar_row.addWidget(self._btn_grillage) + toolbar_row.addStretch() + toolbar_row.addWidget(self._btn_zoom_out) + toolbar_row.addWidget(self._btn_zoom_in) + toolbar_row.addWidget(self._btn_zoom_reset) # layout root = QVBoxLayout(self) root.setContentsMargins(0, 0, 0, 0) root.setSpacing(0) + root.addLayout(toolbar_row) root.addWidget(self._canvas, stretch=1) # public API @@ -101,20 +165,23 @@ def link_output_dock(self, output_dock): combo_lc.setMinimumContentsLength(12) combo_lc.currentTextChanged.connect(self.update_plot) - # pre-check default force + connect all force checkboxes - from osdagbridge.desktop.ui.utils.custom_widgets import RichCheckBox - force_cbs = [ - cb for cb in output_dock.output_widget.findChildren(RichCheckBox) - if cb.text() in _RICH_LABEL_TO_FORCE + # pre-check default force + connect all force radio buttons + from osdagbridge.desktop.ui.utils.custom_widgets import CustomRadioButton + force_rbs = [ + rb for rb in output_dock.output_widget.findChildren(CustomRadioButton) + if rb.text() in _RICH_LABEL_TO_FORCE ] - for cb in force_cbs: - cb.setChecked(cb.text() == _DEFAULT_FORCE_LABEL) - cb.stateChanged.connect(self.update_plot) + for rb in force_rbs: + rb.setChecked(rb.text() == _DEFAULT_FORCE_LABEL) + rb.toggled.connect(self.update_plot) self.update_plot() def update_plot(self, *_args): """Rebuild and redraw the current figure from the OutputDock controls.""" + if self._grillage_mode: + return + if self._ds_all is None or self._output_dock is None: return @@ -132,6 +199,11 @@ def update_plot(self, *_args): ds, force_key, self._nodes, self._members, edge_dist=self._edge_dist ) + elif force_key in _DEFL_KEYS: + self._fig = build_figure_deflection( + ds, force_key, self._nodes, self._members, + edge_dist=self._edge_dist + ) else: self._fig, _ = build_figure_bmd( ds, force_key, self._nodes, self._members, @@ -143,6 +215,27 @@ def update_plot(self, *_args): self._fit_figure_to_canvas() self._canvas.draw() + # reset zoom and capture fresh axis limits + self._zoom_scale = 1.0 + self._store_orig_limits() + + def _on_grillage_toggled(self, checked: bool): + """Show grillage-only plot when checked; restore force diagram when unchecked.""" + self._grillage_mode = checked + if checked: + if not self._nodes: + return + plt.close(self._fig) + self._fig = build_figure_grillage(self._nodes, self._members) + self._canvas.figure = self._fig + self._fig.set_canvas(self._canvas) + self._fit_figure_to_canvas() + self._canvas.draw() + self._zoom_scale = 1.0 + self._store_orig_limits() + else: + self.update_plot() + def resizeEvent(self, event): super().resizeEvent(event) self._fit_figure_to_canvas() @@ -158,6 +251,60 @@ def _fit_figure_to_canvas(self): dpi = self._fig.dpi self._fig.set_size_inches(w_px / dpi, h_px / dpi, forward=False) + def _store_orig_limits(self): + """Snapshot current 3-D axis limits so zoom can scale relative to them.""" + self._orig_limits = {} + for i, ax in enumerate(self._fig.axes): + if hasattr(ax, "get_zlim"): + self._orig_limits[i] = { + "x": ax.get_xlim(), + "y": ax.get_ylim(), + "z": ax.get_zlim(), + } + + def _apply_zoom(self): + """Scale each 3-D axis uniformly around its centre by _zoom_scale.""" + if not self._orig_limits: + return + for i, ax in enumerate(self._fig.axes): + if i not in self._orig_limits: + continue + lims = self._orig_limits[i] + for axis_key, set_lim in [ + ("x", ax.set_xlim), + ("y", ax.set_ylim), + ("z", ax.set_zlim), + ]: + lo, hi = lims[axis_key] + centre = (lo + hi) / 2.0 + half = (hi - lo) / 2.0 * self._zoom_scale + set_lim(centre - half, centre + half) + self._canvas.draw_idle() + + def eventFilter(self, obj, event): + """Intercept scroll wheel on the canvas to zoom.""" + if obj is self._canvas and event.type() == QEvent.Type.Wheel: + delta = event.angleDelta().y() + if delta > 0: + self._zoom_scale = max(self._zoom_scale * 0.8, 0.05) + else: + self._zoom_scale = min(self._zoom_scale * 1.25, 20.0) + self._apply_zoom() + return True # consume — prevent parent scroll area from scrolling + return super().eventFilter(obj, event) + + def _zoom_in(self): + self._zoom_scale = max(self._zoom_scale * 0.8, 0.05) + self._apply_zoom() + + def _zoom_out(self): + self._zoom_scale = min(self._zoom_scale * 1.25, 20.0) + self._apply_zoom() + + def _zoom_reset(self): + self._zoom_scale = 1.0 + self._apply_zoom() + def _current_loadcase(self) -> str: """Read the selected load case from the OutputDock combobox.""" combo = self._output_dock.output_widget.findChild( @@ -166,9 +313,9 @@ def _current_loadcase(self) -> str: return combo.currentText() if combo else (self._loadcases[0] if self._loadcases else "") def _current_force_key(self) -> str: - """Return the FORCE_MAP key for the currently checked force checkbox.""" - from osdagbridge.desktop.ui.utils.custom_widgets import RichCheckBox - for cb in self._output_dock.output_widget.findChildren(RichCheckBox): - if cb.isChecked() and cb.text() in _RICH_LABEL_TO_FORCE: - return _RICH_LABEL_TO_FORCE[cb.text()] + """Return the FORCE_MAP key for the currently checked force radio button.""" + from osdagbridge.desktop.ui.utils.custom_widgets import CustomRadioButton + for rb in self._output_dock.output_widget.findChildren(CustomRadioButton): + if rb.isChecked() and rb.text() in _RICH_LABEL_TO_FORCE: + return _RICH_LABEL_TO_FORCE[rb.text()] return "Fy" # fallback From 02edbeb3445968d1124a713a6a0d2f6a83420fe6 Mon Sep 17 00:00:00 2001 From: mhsuhail00 Date: Fri, 17 Apr 2026 00:35:38 +0530 Subject: [PATCH 150/225] feat: Tool bar added --- .../desktop/resources/resources.qrc | 16 + .../desktop/resources/resources_rc.py | 1396 +++++++++++++++-- .../vectors/tool_bar/grillage_view_light.svg | 14 + .../vectors/tool_bar/node_element_light.svg | 13 + .../resources/vectors/tool_bar/node_light.svg | 11 + .../resources/vectors/tool_bar/pan_light.svg | 3 + .../vectors/tool_bar/rotate_light.svg | 3 + .../vectors/tool_bar/show_axis_light.svg | 8 + .../vectors/tool_bar/show_contour_light.svg | 15 + .../tool_bar/show_grid_lines_light.svg | 4 + .../vectors/tool_bar/show_load_light.svg | 6 + .../vectors/tool_bar/show_support_light.svg | 6 + .../vectors/tool_bar/zoom_fit_light.svg | 5 + .../vectors/tool_bar/zoom_in_light.svg | 5 + .../vectors/tool_bar/zoom_out_light.svg | 5 + .../vectors/tool_bar/zoom_window_light.svg | 24 + .../vectors/view_btn/plots_active.svg | 22 +- .../vectors/view_btn/plots_inactive.svg | 22 +- src/osdagbridge/desktop/ui/template_page.py | 14 +- .../desktop/ui/utils/custom_widgets.py | 183 ++- 20 files changed, 1568 insertions(+), 207 deletions(-) create mode 100644 src/osdagbridge/desktop/resources/vectors/tool_bar/grillage_view_light.svg create mode 100644 src/osdagbridge/desktop/resources/vectors/tool_bar/node_element_light.svg create mode 100644 src/osdagbridge/desktop/resources/vectors/tool_bar/node_light.svg create mode 100644 src/osdagbridge/desktop/resources/vectors/tool_bar/pan_light.svg create mode 100644 src/osdagbridge/desktop/resources/vectors/tool_bar/rotate_light.svg create mode 100644 src/osdagbridge/desktop/resources/vectors/tool_bar/show_axis_light.svg create mode 100644 src/osdagbridge/desktop/resources/vectors/tool_bar/show_contour_light.svg create mode 100644 src/osdagbridge/desktop/resources/vectors/tool_bar/show_grid_lines_light.svg create mode 100644 src/osdagbridge/desktop/resources/vectors/tool_bar/show_load_light.svg create mode 100644 src/osdagbridge/desktop/resources/vectors/tool_bar/show_support_light.svg create mode 100644 src/osdagbridge/desktop/resources/vectors/tool_bar/zoom_fit_light.svg create mode 100644 src/osdagbridge/desktop/resources/vectors/tool_bar/zoom_in_light.svg create mode 100644 src/osdagbridge/desktop/resources/vectors/tool_bar/zoom_out_light.svg create mode 100644 src/osdagbridge/desktop/resources/vectors/tool_bar/zoom_window_light.svg diff --git a/src/osdagbridge/desktop/resources/resources.qrc b/src/osdagbridge/desktop/resources/resources.qrc index 247f7a713..c360742d7 100644 --- a/src/osdagbridge/desktop/resources/resources.qrc +++ b/src/osdagbridge/desktop/resources/resources.qrc @@ -45,5 +45,21 @@ vectors/msg_about.svg vectors/fit_to_screen.svg + + vectors/tool_bar/grillage_view_light.svg + vectors/tool_bar/node_element_light.svg + vectors/tool_bar/node_light.svg + vectors/tool_bar/pan_light.svg + vectors/tool_bar/rotate_light.svg + vectors/tool_bar/show_axis_light.svg + vectors/tool_bar/show_contour_light.svg + vectors/tool_bar/show_grid_lines_light.svg + vectors/tool_bar/show_load_light.svg + vectors/tool_bar/show_support_light.svg + vectors/tool_bar/zoom_fit_light.svg + vectors/tool_bar/zoom_in_light.svg + vectors/tool_bar/zoom_out_light.svg + vectors/tool_bar/zoom_window_light.svg + \ No newline at end of file diff --git a/src/osdagbridge/desktop/resources/resources_rc.py b/src/osdagbridge/desktop/resources/resources_rc.py index 0d9b50f92..7fa733894 100644 --- a/src/osdagbridge/desktop/resources/resources_rc.py +++ b/src/osdagbridge/desktop/resources/resources_rc.py @@ -1483,6 +1483,1054 @@ 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b/src/osdagbridge/desktop/resources/vectors/tool_bar/node_element_light.svg @@ -0,0 +1,13 @@ + + + + + + + + + + + + + diff --git a/src/osdagbridge/desktop/resources/vectors/tool_bar/node_light.svg b/src/osdagbridge/desktop/resources/vectors/tool_bar/node_light.svg new file mode 100644 index 000000000..483b8bd9a --- /dev/null +++ b/src/osdagbridge/desktop/resources/vectors/tool_bar/node_light.svg @@ -0,0 +1,11 @@ + + + + + + + + + + + diff --git a/src/osdagbridge/desktop/resources/vectors/tool_bar/pan_light.svg b/src/osdagbridge/desktop/resources/vectors/tool_bar/pan_light.svg new file mode 100644 index 000000000..58cb45171 --- /dev/null +++ b/src/osdagbridge/desktop/resources/vectors/tool_bar/pan_light.svg @@ -0,0 +1,3 @@ + + + diff --git a/src/osdagbridge/desktop/resources/vectors/tool_bar/rotate_light.svg b/src/osdagbridge/desktop/resources/vectors/tool_bar/rotate_light.svg new file mode 100644 index 000000000..390baaf8d --- /dev/null +++ b/src/osdagbridge/desktop/resources/vectors/tool_bar/rotate_light.svg @@ -0,0 +1,3 @@ + + + diff --git a/src/osdagbridge/desktop/resources/vectors/tool_bar/show_axis_light.svg b/src/osdagbridge/desktop/resources/vectors/tool_bar/show_axis_light.svg new file mode 100644 index 000000000..3251e5d87 --- /dev/null +++ b/src/osdagbridge/desktop/resources/vectors/tool_bar/show_axis_light.svg @@ -0,0 +1,8 @@ + + + + + + + + diff --git a/src/osdagbridge/desktop/resources/vectors/tool_bar/show_contour_light.svg b/src/osdagbridge/desktop/resources/vectors/tool_bar/show_contour_light.svg new file mode 100644 index 000000000..bbafd2319 --- /dev/null +++ b/src/osdagbridge/desktop/resources/vectors/tool_bar/show_contour_light.svg @@ -0,0 +1,15 @@ + + + + + + + + + + + + + + + diff --git a/src/osdagbridge/desktop/resources/vectors/tool_bar/show_grid_lines_light.svg b/src/osdagbridge/desktop/resources/vectors/tool_bar/show_grid_lines_light.svg new file mode 100644 index 000000000..4f7031d40 --- /dev/null +++ b/src/osdagbridge/desktop/resources/vectors/tool_bar/show_grid_lines_light.svg @@ -0,0 +1,4 @@ + + + + diff --git a/src/osdagbridge/desktop/resources/vectors/tool_bar/show_load_light.svg b/src/osdagbridge/desktop/resources/vectors/tool_bar/show_load_light.svg new file mode 100644 index 000000000..ef0d5d05b --- /dev/null +++ b/src/osdagbridge/desktop/resources/vectors/tool_bar/show_load_light.svg @@ -0,0 +1,6 @@ + + + + + + diff --git a/src/osdagbridge/desktop/resources/vectors/tool_bar/show_support_light.svg b/src/osdagbridge/desktop/resources/vectors/tool_bar/show_support_light.svg new file mode 100644 index 000000000..0ad968f52 --- /dev/null +++ b/src/osdagbridge/desktop/resources/vectors/tool_bar/show_support_light.svg @@ -0,0 +1,6 @@ + + + + + + diff --git a/src/osdagbridge/desktop/resources/vectors/tool_bar/zoom_fit_light.svg b/src/osdagbridge/desktop/resources/vectors/tool_bar/zoom_fit_light.svg new file mode 100644 index 000000000..d3492d1fe --- /dev/null +++ b/src/osdagbridge/desktop/resources/vectors/tool_bar/zoom_fit_light.svg @@ -0,0 +1,5 @@ + + + + + diff --git a/src/osdagbridge/desktop/resources/vectors/tool_bar/zoom_in_light.svg b/src/osdagbridge/desktop/resources/vectors/tool_bar/zoom_in_light.svg new file mode 100644 index 000000000..a2600b968 --- /dev/null +++ b/src/osdagbridge/desktop/resources/vectors/tool_bar/zoom_in_light.svg @@ -0,0 +1,5 @@ + + + + + diff --git a/src/osdagbridge/desktop/resources/vectors/tool_bar/zoom_out_light.svg b/src/osdagbridge/desktop/resources/vectors/tool_bar/zoom_out_light.svg new file mode 100644 index 000000000..e25fb6b6e --- /dev/null +++ b/src/osdagbridge/desktop/resources/vectors/tool_bar/zoom_out_light.svg @@ -0,0 +1,5 @@ + + + + + diff --git a/src/osdagbridge/desktop/resources/vectors/tool_bar/zoom_window_light.svg b/src/osdagbridge/desktop/resources/vectors/tool_bar/zoom_window_light.svg new file mode 100644 index 000000000..668358559 --- /dev/null +++ b/src/osdagbridge/desktop/resources/vectors/tool_bar/zoom_window_light.svg @@ -0,0 +1,24 @@ + + + + + + + + + + + + + + + + + + + + + + + + diff --git a/src/osdagbridge/desktop/resources/vectors/view_btn/plots_active.svg b/src/osdagbridge/desktop/resources/vectors/view_btn/plots_active.svg index 703555a5f..82bc15e6a 100644 --- a/src/osdagbridge/desktop/resources/vectors/view_btn/plots_active.svg +++ b/src/osdagbridge/desktop/resources/vectors/view_btn/plots_active.svg @@ -1,21 +1,5 @@ - - - - - - - - - - - - - - - - - - - + + + diff --git a/src/osdagbridge/desktop/resources/vectors/view_btn/plots_inactive.svg b/src/osdagbridge/desktop/resources/vectors/view_btn/plots_inactive.svg index 8e1177a0b..b250035d2 100644 --- a/src/osdagbridge/desktop/resources/vectors/view_btn/plots_inactive.svg +++ b/src/osdagbridge/desktop/resources/vectors/view_btn/plots_inactive.svg @@ -1,21 +1,5 @@ - - - - - - - - - - - - - - - - - - - + + + diff --git a/src/osdagbridge/desktop/ui/template_page.py b/src/osdagbridge/desktop/ui/template_page.py index 0830b857d..aafa5e364 100644 --- a/src/osdagbridge/desktop/ui/template_page.py +++ b/src/osdagbridge/desktop/ui/template_page.py @@ -24,6 +24,7 @@ SectionDimsDTO, ISectionDimsDTO ) +from osdagbridge.desktop.ui.utils.custom_widgets import ToolBarWidget ''' Temporary DTO and will be removed once the backend is connected @@ -242,6 +243,7 @@ def mousePressEvent(self, event): self.input_dock_control = ClickableSvgWidget() self.input_dock_control.setFixedSize(18, 18) self.input_dock_control.load(":/vectors/view_btn/input_dock_active.svg") + self.input_dock_control.setToolTip("Toggle Input Dock") self.input_dock_control.clicked.connect(self.input_dock_toggle) self.input_dock_active = True control_button_layout.addWidget(self.input_dock_control) @@ -250,6 +252,7 @@ def mousePressEvent(self, event): self.cross_section_control = ClickableSvgWidget() self.cross_section_control.setFixedSize(18, 18) self.cross_section_control.load(":/vectors/view_btn/cross_section_active.svg") + self.cross_section_control.setToolTip("Toggle Cross-Section View") self.cross_section_control.clicked.connect(self.cross_section_toggle) self.cross_section_active = True control_button_layout.addWidget(self.cross_section_control) @@ -258,6 +261,7 @@ def mousePressEvent(self, event): self.top_view_control = ClickableSvgWidget() self.top_view_control.setFixedSize(18, 18) self.top_view_control.load(":/vectors/view_btn/top_view_active.svg") + self.top_view_control.setToolTip("Toggle Top View") self.top_view_control.clicked.connect(self.top_view_toggle) self.top_view_active = True control_button_layout.addWidget(self.top_view_control) @@ -266,6 +270,7 @@ def mousePressEvent(self, event): self.log_dock_control = ClickableSvgWidget() self.log_dock_control.load(":/vectors/view_btn/logs_dock_inactive.svg") self.log_dock_control.setFixedSize(18, 18) + self.log_dock_control.setToolTip("Toggle Logs Dock") self.log_dock_control.clicked.connect(self.logs_dock_toggle) self.log_dock_active = False control_button_layout.addWidget(self.log_dock_control) @@ -274,6 +279,7 @@ def mousePressEvent(self, event): self.cad_3d_control = ClickableSvgWidget() self.cad_3d_control.load(":/vectors/view_btn/3d_cad_inactive.svg") self.cad_3d_control.setFixedSize(18, 18) + self.cad_3d_control.setToolTip("Toggle 3D CAD View") self.cad_3d_control.clicked.connect(self.cad_3d_view_toggle) self.cad_3d_view_active = False control_button_layout.addWidget(self.cad_3d_control) @@ -282,6 +288,7 @@ def mousePressEvent(self, event): self.plots_control = ClickableSvgWidget() self.plots_control.load(":/vectors/view_btn/plots_inactive.svg") self.plots_control.setFixedSize(18, 18) + self.plots_control.setToolTip("Toggle 3D Plots View") self.plots_control.clicked.connect(self.plots_view_toggle) self.plots_view_active = False control_button_layout.addWidget(self.plots_control) @@ -289,6 +296,7 @@ def mousePressEvent(self, event): self.output_dock_control = ClickableSvgWidget() self.output_dock_control.load(":/vectors/view_btn/output_dock_inactive.svg") self.output_dock_control.setFixedSize(18, 18) + self.output_dock_control.setToolTip("Toggle Output Dock") self.output_dock_control.clicked.connect(self.output_dock_toggle) self.output_dock_active = False control_button_layout.addWidget(self.output_dock_control) @@ -323,11 +331,15 @@ def mousePressEvent(self, event): central_V_layout.setContentsMargins(0, 0, 0, 0) central_V_layout.setSpacing(0) + # Add Tool bar + self.tool_bar = ToolBarWidget() + central_V_layout.addWidget(self.tool_bar) + # ----------------- CAD + LOG SPLITTER (ADDED) ----------------- self.cad_log_splitter = QSplitter(Qt.Vertical) self.cad_log_splitter.setHandleWidth(4) - self.cad_log_splitter.setChildrenCollapsible(False) + self.cad_log_splitter.setChildrenCollapsible(False) # CAD widget self.cad_comp_widget = BridgeDualCADWidget(self) diff --git a/src/osdagbridge/desktop/ui/utils/custom_widgets.py b/src/osdagbridge/desktop/ui/utils/custom_widgets.py index 83d919da3..fd89a45c1 100644 --- a/src/osdagbridge/desktop/ui/utils/custom_widgets.py +++ b/src/osdagbridge/desktop/ui/utils/custom_widgets.py @@ -9,10 +9,10 @@ from PySide6.QtWidgets import ( QListView, QStyledItemDelegate, QWidget, QVBoxLayout, - QSizePolicy, QRadioButton + QSizePolicy, QRadioButton, QSpinBox, QPushButton, QScrollArea, QFrame ) from PySide6.QtCore import Qt, QRectF, QRect -from PySide6.QtGui import QColor, QPainterPath, QPen, QFontMetrics +from PySide6.QtGui import QColor, QPainterPath, QPen, QFontMetrics, QIcon, QCursor # ================================================================================= # ITEM DELEGATE FOR DISABLED ITEMS @@ -435,6 +435,185 @@ def sizeHint(self) -> QSize: def minimumSizeHint(self) -> QSize: return self.sizeHint() +#---Custom toolbar widget with scroll area (for main screen)-------------------------------------- +class ToolBarWidget(QWidget): + def __init__(self, parent=None): + super().__init__(parent) + + self.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) + + main_layout = QHBoxLayout(self) + main_layout.setContentsMargins(0, 0, 0, 0) + main_layout.setSpacing(0) + + # Scroll Area + self.scroll_area = QScrollArea() + self.scroll_area.setWidgetResizable(True) + self.scroll_area.setHorizontalScrollBarPolicy(Qt.ScrollBarAsNeeded) + self.scroll_area.setVerticalScrollBarPolicy(Qt.ScrollBarAlwaysOff) + self.scroll_area.setFrameShape(QScrollArea.NoFrame) + + # Your QSS + self.scroll_area.setStyleSheet(""" + QScrollArea { background:transparent; padding:0px 0px; + border-top:1px solid #909090; border-bottom:1px solid #909090; } + QScrollArea QScrollBar:vertical { border:none; background:#f0f0f0; width:8px; } + QScrollArea QScrollBar::handle:vertical { background:#c0c0c0; border-radius:4px; min-height:20px; } + QScrollArea QScrollBar::handle:vertical:hover { background:#a0a0a0; } + QScrollArea QScrollBar::add-line:vertical, + QScrollArea QScrollBar::sub-line:vertical { border:none; background:none; } + """) + + container = QWidget() + self.layout = QHBoxLayout(container) + self.layout.setContentsMargins(5, 0, 5, 0) + self.layout.setSpacing(6) + + icon_size = QSize(29, 29) + + # Button style with subtle hover + button_qss = """ + QPushButton { + border: none; + background: transparent; + border-radius: 4px; + } + QPushButton:hover { + background-color: rgba(150, 150, 150, 60); + } + """ + + def create_button(icon_path, tooltip): + btn = QPushButton() + btn.setIcon(QIcon(icon_path)) + btn.setIconSize(icon_size) + btn.setToolTip(tooltip) + btn.setFixedSize(32, 32) + btn.setCursor(QCursor(Qt.PointingHandCursor)) + btn.setStyleSheet(button_qss) + btn.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + return btn + + def add_separator(): + sep = QFrame() + sep.setFrameShape(QFrame.VLine) + sep.setFrameShadow(QFrame.Plain) + sep.setFixedHeight(32) + sep.setStyleSheet(""" + QFrame { + color: #999999; + margin-left: 10px; + margin-right: 10px; + } + """) + return sep + + # ---- Buttons ---- + # Zoom group + self.layout.addWidget(create_button(":/vectors/tool_bar/zoom_fit_light.svg", "Zoom Fit")) + self.layout.addWidget(create_button(":/vectors/tool_bar/zoom_window_light.svg", "Zoom Window")) + self.layout.addWidget(create_button(":/vectors/tool_bar/zoom_in_light.svg", "Zoom In")) + self.layout.addWidget(create_button(":/vectors/tool_bar/zoom_out_light.svg", "Zoom Out")) + + self.layout.addWidget(add_separator()) # after zoom + + # Navigation group + self.layout.addWidget(create_button(":/vectors/tool_bar/pan_light.svg", "Pan")) + self.layout.addWidget(create_button(":/vectors/tool_bar/rotate_light.svg", "Rotate")) + + self.layout.addWidget(add_separator()) # after rotate + + # Node group + self.layout.addWidget(create_button(":/vectors/tool_bar/node_light.svg", "Node")) + self.layout.addWidget(create_button(":/vectors/tool_bar/node_element_light.svg", "Node Element")) + + self.layout.addWidget(add_separator()) # after node element + + # Model display group + self.layout.addWidget(create_button(":/vectors/tool_bar/grillage_view_light.svg", "Grillage View")) + self.layout.addWidget(create_button(":/vectors/tool_bar/show_contour_light.svg", "Contour Plot")) + self.layout.addWidget(create_button(":/vectors/tool_bar/show_axis_light.svg", "Axis")) + self.layout.addWidget(create_button(":/vectors/tool_bar/show_grid_lines_light.svg", "Grid Lines")) + self.layout.addWidget(create_button(":/vectors/tool_bar/show_support_light.svg", "Supports")) + self.layout.addWidget(create_button(":/vectors/tool_bar/show_load_light.svg", "Loads")) + + self.layout.addWidget(add_separator()) # after load + + # Scale + scale_label = QLabel("Scale:") + scale_spin = QSpinBox() + scale_spin.setRange(1, 1000) + scale_spin.setValue(100) + scale_spin.setFixedWidth(70) + scale_spin.setStyleSheet(""" + QSpinBox { + border: 1px solid #aaa; + border-radius: 4px; + padding-right: 10px; /* space for BOTH buttons */ + background: #f8f8f8; + } + + QSpinBox:hover { + border: 1px solid #888; + background: #ffffff; + } + + QSpinBox:focus { + border: 1px solid #555; + background: #ffffff; + } + + /* UP BUTTON (right-top → shifted left) */ + QSpinBox::up-button { + subcontrol-origin: border; + subcontrol-position: top right; + width: 15px; + right: 18px; /* move LEFT */ + height: 20px; + border: none; + background: transparent; + } + + /* DOWN BUTTON (right-most) */ + QSpinBox::down-button { + subcontrol-origin: border; + subcontrol-position: top right; + width: 15px; + right: 3px; + height: 20px; + border: none; + background: transparent; + } + + QSpinBox::up-arrow { + image: url(:/vectors/arrow_up_light.svg); + width: 15px; + height: 15px; + } + + QSpinBox::down-arrow { + image: url(:/vectors/arrow_down_light.svg); + width: 15px; + height: 15px; + } + + QSpinBox::up-button:hover, + QSpinBox::down-button:hover { + background: rgba(150,150,150,60); + border-radius: 3px; + } + """) + + self.layout.addWidget(scale_label) + self.layout.addWidget(scale_spin) + + self.layout.addStretch() + + container.setLayout(self.layout) + self.scroll_area.setWidget(container) + + main_layout.addWidget(self.scroll_area) + #---------Standalone-Testing------------------------------------ import sys From d4d9223a081db2c8e3406e756abc4e9d5c6b0e15 Mon Sep 17 00:00:00 2001 From: Aditya-Donde Date: Thu, 16 Apr 2026 12:58:59 +0530 Subject: [PATCH 151/225] Fix ospgrillage API compatibility and wire designer into design pipeline --- .../bridge_types/plate_girder/designer.py | 233 ++++++++++++++++-- .../core/bridge_types/plate_girder/dto.py | 1 + .../plate_girder/plategirderbridge.py | 20 +- 3 files changed, 225 insertions(+), 29 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/designer.py b/src/osdagbridge/core/bridge_types/plate_girder/designer.py index 9cbcd9605..9717e268f 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/designer.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/designer.py @@ -44,7 +44,10 @@ import os from dataclasses import dataclass, field from datetime import datetime -from typing import Dict, List, Optional +from typing import Dict, List, Optional, Any + +# Import for dynamic demand extraction +from osdagbridge.core.bridge_types.plate_girder.analysis_results import PlateGirderAnalysisResults # ====================================================================== @@ -249,6 +252,69 @@ class BridgeConfig: studs: ShearStudConfig = field(default_factory=ShearStudConfig) fatigue: FatigueConfig = field(default_factory=FatigueConfig) + @classmethod + def from_plate_girder_bridge(cls, bridge: Any) -> BridgeConfig: + """Extract BridgeConfig from a PlateGirderBridge instance.""" + from osdagbridge.core.utils.common import KEY_GIRDER, KEY_DECK_CONCRETE_GRADE_BASIC, KEY_DECK_THICKNESS + + # Ensure material/section props exist + if not hasattr(bridge, 'material_props') or not bridge.material_props: + bridge.material_props = bridge._build_material_props() + if not hasattr(bridge, 'section_props') or not bridge.section_props: + bridge.section_props = bridge._girder_section() + + sp = bridge.material_props.steel_prop + cp = bridge.material_props.concrete_prop + + # fu lookup handling + fu_val = sp.Fu / 1_000_000 if sp.Fu else (sp.Fy / 1_000_000 * 1.5) + + material = SteelProperties( + fy=sp.Fy / 1_000_000, + fu=fu_val, + Es=sp.E / 1_000_000, + fck=cp.fck, + fctm=cp.fctm, + Ecm=cp.Ecm * 1000, + steel_grade=str(bridge.basic_inputs.get(KEY_GIRDER, "")), + concrete_grade=str(bridge.basic_inputs.get(KEY_DECK_CONCRETE_GRADE_BASIC, "")) + ) + + props = bridge.section_props + section = SteelSection( + D=props["D"] * 1000, + bf_top=props["B_top"] * 1000, + tf_top=props["t_f_top"] * 1000, + bf_bot=props["B_bot"] * 1000, + tf_bot=props["t_f_bot"] * 1000, + tw=props["t_w"] * 1000, + ) + + geom = getattr(bridge, 'grillage_geometry', None) + deck = getattr(bridge, 'deck_layout', None) + sizing = getattr(bridge, 'sizing_result', None) + + from osdagbridge.core.utils.common import KEY_SPAN, KEY_CARRIAGEWAY_WIDTH + + span_L = geom.L if geom else float(bridge.basic_inputs.get(KEY_SPAN, 33.5)) + spacing = geom.ext_to_int_dist if geom else (sizing.girder_spacing if sizing else 2.2775) + edges = geom.edge_dist if geom else (sizing.deck_overhang if sizing else 1.05) + n_g = geom.n_l if geom else (sizing.no_of_girders if sizing else 7) + cw = deck.carriageway_width if deck else float(bridge.basic_inputs.get(KEY_CARRIAGEWAY_WIDTH, 10.0)) + + geometry = GeometryConfig( + span=span_L, + beam_spacing=spacing, + carriageway_width=cw, + n_girders=n_g, + edge_distance=edges, + ) + + thickness_val = float(bridge.basic_inputs.get(KEY_DECK_THICKNESS, 250.0)) + slab = SlabProperties(thickness=thickness_val) + + return cls(material=material, section=section, geometry=geometry, slab=slab) + @classmethod def example_33m_bridge(cls) -> "BridgeConfig": """ @@ -306,6 +372,7 @@ class DemandEnvelope: Mu_kNm: float = 0.0 Vu_kN: float = 0.0 Nu_kN: float = 0.0 + M_construction_kNm: float = 0.0 # -- SLS demands -- delta_live_mm: float = 0.0 @@ -337,6 +404,7 @@ def from_manual( Mu_kNm: float, Vu_kN: float, Nu_kN: float = 0.0, + M_construction_kNm: float = 0.0, delta_live_mm: float = 0.0, delta_total_mm: float = 0.0, stress_range_MPa: float = 0.0, @@ -348,13 +416,81 @@ def from_manual( ) -> DemandEnvelope: """Create demand envelope from user-supplied values.""" return DemandEnvelope( - Mu_kNm=Mu_kNm, Vu_kN=Vu_kN, Nu_kN=Nu_kN, + Mu_kNm=Mu_kNm, Vu_kN=Vu_kN, Nu_kN=Nu_kN, M_construction_kNm=M_construction_kNm, delta_live_mm=delta_live_mm, delta_total_mm=delta_total_mm, stress_range_MPa=stress_range_MPa, shear_range_MPa=shear_range_MPa, Nsc=Nsc, governing_combination=combination, location=location, member=member, source="manual", ) + @staticmethod + def from_analysis_results( + results: PlateGirderAnalysisResults, + element_ids: list[int], + delta_live_mm: float = 28.0, + delta_total_mm: float = 38.0, + stress_range_MPa: float = 55.0, + shear_range_MPa: float = 30.0, + Nsc: int = 2_000_000, + member_name: str = "interior_longitudinal_beam" + ) -> DemandEnvelope: + """ + Extract max factored forces directly from analysis results dataset for given elements. + """ + # Convert dataset variables N -> kN, Nm -> kNm (divide by 1000) + max_mz = 0.0 + max_vy = 0.0 + construction_mz = 0.0 + + # Loadcase names relevant to construction stage + c_cases = ["girder self weight", "deck slab load", "girder_self_weight", "deck_slab_load", "steel", "wet_concrete"] + + for lc in results.get_available_loadcases(): + try: + # Force arrays for the elements + mz_vals = results.ds.sel(Loadcase=lc, Element=element_ids, Component=["Mz_i", "Mz_j"])["forces"].values + vy_vals = results.ds.sel(Loadcase=lc, Element=element_ids, Component=["Vy_i", "Vy_j"])["forces"].values + + # Check maximum absolute magnitude for the loadcase across all elements/nodes + mz_abs_max = abs(mz_vals).max() + vy_abs_max = abs(vy_vals).max() + + if mz_abs_max > max_mz: + max_mz = mz_abs_max + if vy_abs_max > max_vy: + max_vy = vy_abs_max + + lc_str = str(lc).lower() + if any(c in lc_str for c in c_cases): + # For construction moment, we safely envelope the absolute maxima for those specific cases + construction_mz += mz_abs_max + except KeyError: + continue + + Mu_kNm = max_mz / 1000.0 + Vu_kN = max_vy / 1000.0 + + M_const_kNm = (construction_mz * 1.35) / 1000.0 + # Fallback if no construction cases identified, use 25% of composite moment + if M_const_kNm == 0: + M_const_kNm = Mu_kNm * 0.25 + + return DemandEnvelope( + Mu_kNm=round(Mu_kNm, 2), + Vu_kN=round(Vu_kN, 2), + Nu_kN=0.0, + M_construction_kNm=round(M_const_kNm, 2), + delta_live_mm=delta_live_mm, + delta_total_mm=delta_total_mm, + stress_range_MPa=stress_range_MPa, + shear_range_MPa=shear_range_MPa, + Nsc=Nsc, + governing_combination="Max Extracted (All LCs)", + location="critical element", + member=member_name, + source="grillage_analysis" + ) + @staticmethod def apply_load_factors( M_dead_kNm: float, @@ -639,7 +775,9 @@ def compute_buckling_resistance(self, beff_mm: float) -> dict: mat = self.mat fy, Es = mat.fy, mat.Es G = Es / (2.0 * (1.0 + 0.3)) - LLT_mm = self.geo.span * 1000.0 + # In reality, temporary or permanent cross-bracings are installed at 4m to 6m intervals. + # We clamp the unbraced length LLT to 6000 mm for accurate construction stage evaluation. + LLT_mm = min(self.geo.span * 1000.0, 6000.0) It = (sec.bf_top * sec.tf_top ** 3 + sec.dw * sec.tw ** 3 @@ -1025,7 +1163,7 @@ def run_all_checks(self) -> List[CheckResult]: note=f"beta={c.beta_interaction:.4f}") self._add_check(4, "LTB (Construction Stage)", "Cl.603.3.3.1", - d.Mu_kNm, c.Mb_kNm, "kNm", + d.M_construction_kNm if d.M_construction_kNm > 0 else d.Mu_kNm, c.Mb_kNm, "kNm", note=f"lambda_LT={c.lambda_LT:.4f}, chi_LT={c.chi_LT:.4f}") if d.delta_live_mm > 0: @@ -1296,17 +1434,6 @@ def save(self, filepath: str) -> str: def _example_demands(config: BridgeConfig) -> DemandEnvelope: """ Realistic factored demand values for the 33.5 m bridge. - - Dead Load Components (per girder): - Steel self-weight : ~3 kN/m - Deck slab : 25 kN/m3 x t_slab x beam_spacing - SDL (wearing, rail): distributed - - Live Load (IRC Class 70R + Class A): - M_LL ~ 1,800 kNm, V_LL ~ 350 kN (per interior girder) - - Factored (ULS Comb I): - gamma_DL = 1.35, gamma_LL = 1.50, Impact Factor = 1.10 """ L = config.geometry.span A_steel_m2 = config.section.A_steel * 1e-6 @@ -1317,6 +1444,11 @@ def _example_demands(config: BridgeConfig) -> DemandEnvelope: M_dl = w_total_dl * L ** 2 / 8.0 V_dl = w_total_dl * L / 2.0 + + # Construction moment: steel weight + wet concrete only + w_construction = w_sw + w_slab + M_construction = 1.35 * w_construction * L ** 2 / 8.0 + M_ll, V_ll = 1800.0, 350.0 gamma_dl, gamma_ll, impact = 1.35, 1.50, 1.10 @@ -1325,6 +1457,7 @@ def _example_demands(config: BridgeConfig) -> DemandEnvelope: return DemandExtractor.from_manual( Mu_kNm=round(Mu, 2), Vu_kN=round(Vu, 2), + M_construction_kNm=round(M_construction, 2), delta_live_mm=28.0, delta_total_mm=38.0, stress_range_MPa=config.fatigue.stress_range, shear_range_MPa=config.fatigue.shear_range, @@ -1334,12 +1467,60 @@ def _example_demands(config: BridgeConfig) -> DemandEnvelope: member="interior_longitudinal_beam", ) +def _extract_demands_from_analysis(analysis_results: PlateGirderAnalysisResults) -> DemandEnvelope: + """ + Extract demands from a full Grillage Analysis dynamically. + """ + # Get interior girders first + girders, _ = analysis_results.build_girders(verbose=False) + interior_g_name = None + + # 1. First try to find a named interior girder + for g_name in girders: + if "interior" in g_name.lower(): + interior_g_name = g_name + break + + # 2. If no explicit "interior" name, fall back to GrillageModel element member search + if interior_g_name is None: + try: + interior_elements = analysis_results.bridge.model.get_element(member="interior_main_beam", options="elements") + # Create a fallback envelope directly + if interior_elements: + return DemandExtractor.from_analysis_results( + results=analysis_results, + element_ids=interior_elements, + member_name="interior_main_beam" + ) + except Exception: + pass + + # 3. Use the elements from the found interior girder in the girder map + if interior_g_name is not None and "elements" in girders[interior_g_name]: + elements = list(girders[interior_g_name]["elements"]) + return DemandExtractor.from_analysis_results( + results=analysis_results, + element_ids=elements, + member_name=interior_g_name + ) + + print("WARNING: Could not identify interior girder. Using first available girder.") + first_g_name = list(girders.keys())[0] if girders else None + if first_g_name: + return DemandExtractor.from_analysis_results( + results=analysis_results, + element_ids=list(girders[first_g_name]["elements"]), + member_name=first_g_name + ) + + raise ValueError("Could not extract demand. No interior girder or any girder elements found.") + def run_design_check( + plate_girder_bridge: Any | None = None, + analysis_results: PlateGirderAnalysisResults | None = None, config: BridgeConfig | None = None, demand: DemandEnvelope | None = None, - save_report: bool = True, - report_path: str = "design_check_report.txt", print_report: bool = True, ) -> str: """ @@ -1355,10 +1536,10 @@ def run_design_check( Parameters ---------- + plate_girder_bridge : Solved PlateGirderBridge instance overriding config + analysis_results : Solved PlateGirderAnalysisResults instance config : BridgeConfig (default: 33.5 m example bridge) demand : DemandEnvelope (default: example demands) - save_report : save .txt report file - report_path : output file path print_report : print report to console """ print("=" * 60) @@ -1367,13 +1548,17 @@ def run_design_check( # -- Step 1: Configuration -- print("\n[Step 1/5] Loading bridge configuration ...") - if config is None: + if plate_girder_bridge is not None: + config = BridgeConfig.from_plate_girder_bridge(plate_girder_bridge) + elif config is None: config = BridgeConfig.example_33m_bridge() print(f" Config: {config.summary()}") # -- Step 2: Demand from Analyser -- print("\n[Step 2/5] Extracting design demands (Analyser) ...") - if demand is None: + if demand is None and analysis_results is not None: + demand = _extract_demands_from_analysis(analysis_results) + elif demand is None: demand = _example_demands(config) print(f" Mu = {demand.Mu_kNm:.2f} kNm") print(f" Vu = {demand.Vu_kN:.2f} kN") @@ -1405,12 +1590,6 @@ def run_design_check( if print_report: print("\n" + report_text) - if save_report: - base_dir = os.path.dirname(os.path.abspath(__file__)) - full_path = os.path.join(base_dir, report_path) - saved = reporter.save(full_path) - print(f"\n Report saved to: {saved}") - print("\n" + "=" * 60) print(f" PIPELINE COMPLETE - Overall: {engine.overall_status()}") print("=" * 60) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/dto.py b/src/osdagbridge/core/bridge_types/plate_girder/dto.py index a8731d31a..0836e26d1 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/dto.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/dto.py @@ -116,6 +116,7 @@ class SteelProperties: v: float rho: float Fy: Optional[float] = None + Fu: Optional[float] = None E0: Optional[float] = None b: Optional[float] = None diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py index a00b25769..c7901a8a0 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py @@ -145,7 +145,7 @@ def design(self) -> None: self.setup_grillage() self.add_dead_loads() self.add_live_loads() - self.analyze() + dataset = self.analyze() print( f"[PlateGirderBridge.design] " @@ -156,6 +156,18 @@ def design(self) -> None: f"girder_depth={self.section_props['D']:.3f} m" ) + # Automatically run structural capacity pipeline after analysis completes + from .analysis_results import PlateGirderAnalysisResults + from .designer import run_design_check + + results = PlateGirderAnalysisResults(dataset=dataset, bridge=self.grillage_model) + + run_design_check( + plate_girder_bridge=self, + analysis_results=results, + print_report=True, + ) + def _parse_basic_inputs(self) -> dict: """Extract and normalise scalar values from ``self.basic_inputs``.""" span = self._to_float(KEY_SPAN, DEFAULT_SPAN_M) @@ -309,6 +321,8 @@ def _lookup_material(self, material_name: str, property: str) -> float: return float(row[0]) * N / m ** 3 elif property == "Yield Strength": # Yield strength (Pa) return float(row[0]) * MPa # DB stores MPa as integer → convert to Pa + elif property == "Ultimate Tensile Strength": + return float(row[0]) * MPa elif property in ("fck", "fctm", "Ecm"): # Concrete properties (MPa or GPa depending on property) return float(row[0]) else: @@ -326,13 +340,15 @@ def _build_material_props(self) -> MaterialProperties: v = self._lookup_material(steel_grade, "Poisson's Ratio") rho = self._lookup_material(steel_grade, "Density") fy = self._lookup_material(steel_grade, "Yield Strength") - # print(f"grade: {steel_grade}, e: {e}, v: {v}, rho: {rho}, fy: {fy}") + fu = self._lookup_material(steel_grade, "Ultimate Tensile Strength") + # print(f"grade: {steel_grade}, e: {e}, v: {v}, rho: {rho}, fy: {fy}, fu: {fu}") steel_prop = SteelProperties( grade=steel_grade, E=e, v=v, rho=rho, Fy=fy, + Fu=fu, E0=_STEEL_E0, b=_STEEL_B, ) From 9aabf5c453ed5e66b232f8d7fa476b668e924c53 Mon Sep 17 00:00:00 2001 From: VT <75622110+VT69@users.noreply.github.com> Date: Fri, 17 Apr 2026 06:56:18 +0530 Subject: [PATCH 152/225] feat: steel design analysis results tab with graph engine added GirderGraphEngine refactored SteelDesignAnalysisTab Added PlateGirdeBridge.get_result_handler() --- .../bridge_types/plate_girder/graph_engine.py | 1868 +++++++++++++++++ .../plate_girder/plategirderbridge.py | 111 + .../desktop/ui/dialogs/girder_2d_plots.py | 524 +++++ .../desktop/ui/dialogs/steel_design.py | 847 +++++++- .../ui/dialogs/tabs/steel_design_analysis.py | 572 +++-- .../ui/dialogs/tabs/steel_design_check.py | 96 +- .../ui/dialogs/tabs/steel_design_details.py | 157 +- 7 files changed, 3907 insertions(+), 268 deletions(-) create mode 100644 src/osdagbridge/core/bridge_types/plate_girder/graph_engine.py create mode 100644 src/osdagbridge/desktop/ui/dialogs/girder_2d_plots.py diff --git a/src/osdagbridge/core/bridge_types/plate_girder/graph_engine.py b/src/osdagbridge/core/bridge_types/plate_girder/graph_engine.py new file mode 100644 index 000000000..25f52698d --- /dev/null +++ b/src/osdagbridge/core/bridge_types/plate_girder/graph_engine.py @@ -0,0 +1,1868 @@ +""" +GirderGraphEngine — Data extraction and matplotlib rendering engine for the Steel Design dialog. + +Architecture +------------ +This module is the single source of truth for all structural data computation and +visualisation logic. It enforces a strict UI ↔ engine boundary: + + SteelDesign (PySide6 dialog) + │ injects a ready PlateGirderAnalysisResults instance at construction + ▼ + GirderGraphEngine (this module) + │ + ├── _DataAdapter (inner layer, private) + │ calls _get_*_df() methods on the injected handler + │ returns plain pandas DataFrames or None + │ all future query() migration happens HERE and nowhere else + │ + ├── _ArrayBuilder (inner layer, private) + │ converts DataFrames → numpy arrays + │ applies nodal smoothing + │ builds x-coordinate arrays + │ + └── Rendering layer (public) + draws on four matplotlib axes + calls canvas.draw() + knows nothing about DataFrames, numpy shapes, or xarray + ▼ + FigureCanvasQTAgg (owned by dialog, never imported here) + +Key design decisions +-------------------- +- Zero PySide6 imports. Only ``matplotlib``, ``numpy``, and + ``PlateGirderAnalysisResults`` (data source). +- No model access, no xarray, no openseespy, no ospgrillage. +- The sole data source is PlateGirderAnalysisResults._get_*_df() methods, + wrapped inside _DataAdapter._call_*() methods. +- When query() migration is instructed, only _call_*() bodies change. +""" + +from __future__ import annotations + +import logging +from typing import Optional + +import numpy as np + +from osdagbridge.core.bridge_types.plate_girder.analysis_results import ( + PlateGirderAnalysisResults, +) + +# ============================================================================= +# PENDING API — items required from analysis_results.py +# ============================================================================= +# +# The engine is intentionally blocked from extracting these values on its own. +# Each item below is a specific change request for the analysis_results.py +# maintainer. When implemented, replace the corresponding stub in the +# _DataAdapter section of this file. +# +# [PENDING-1] DISPLACEMENTS +# Needed: _get_displacements_df(load_case, girder_name, component) +# Columns: Node (int), (mm) — one row per node +# Impact: Deflection panel renders blank until this exists. +# show_blank_state() is called with the message defined in +# _MSG_DEFL_UNAVAILABLE at the top of this file. +# +# [PENDING-2] NODE COORDINATES +# Needed: _get_girder_paths_df() to include per-node x-coordinates, +# OR a new _get_node_coords_df(girder_name) returning +# columns: Node (int), X (m), Y (m), Z (m) +# Impact: x-axis array is currently approximated as +# np.linspace(0, length, n_nodes). On skewed or non-uniform +# meshes this is geometrically incorrect. +# +# [PENDING-3] GIRDER SELF-WEIGHT EXTRACTION +# Needed: _get_girder_sw_df() to accept (load_case_name) instead of +# (girder_map, nodes) so it can be called without model access. +# Impact: Girder self-weight panel is skipped entirely. +# +# MIGRATION NOTE +# When the mentor instructs, replace every _DataAdapter._call_*() method +# body with the equivalent result_handler.query(category, **kwargs) call. +# No other part of this file changes. +# +# ============================================================================= + + +# ============================================================================= +# MODULE-LEVEL CONSTANTS AND CONFIGURATION +# ============================================================================= + +logger = logging.getLogger(__name__) + +# Set to True during development to log extracted array shapes and values. +_DEBUG_EXTRACTION: bool = False + +# Message displayed in the deflection panel while PENDING-1 is unresolved. +_MSG_DEFL_UNAVAILABLE: str = ( + "Deflection unavailable — see PENDING-1 in graph_engine.py" +) + +# Visual style palette — all rendering methods read from this dict exclusively. +# No hex strings or magic numbers may appear inside any method. +_STYLE: dict = { + "line_color": "#4C72B0", + "bmd_line_color": "#FF0000", + "sfd_line_color": "#0000FF", + "line_width": 1.5, + "fill_alpha": 0.25, + "deflection_line_color": "#000000", + "zero_line_color": "#B0BEC5", + "zero_line_width": 1.0, + "grid_color": "#bfbfbf", + "grid_width": 0.5, + "cursor_color": "#1f4e79", + "cursor_width": 1.5, + "support_color": "#90A4AE", + "support_width": 3.0, + "label_color": "#2B2B2B", + "label_fontsize": 10, + "title_fontsize": 11, + "diagram_label_fontsize": 9, # matches visual weight of 11px UI labels at matplotlib dpi + "spine_color": "#cccccc", + "spine_width": 0.8, + "reaction_fontsize": 9, + "scale_fontsize": 8, + "load_arrow_color": "#2B2B2B", # dark — contrasts against green UDL fill + "load_arrow_lw": 1.5, + "load_fill_color": "#90AF13", # Osdag green — matches app primary accent + "load_fill_alpha": 0.40, # slightly more opaque so green reads well + "point_load_arrow_color": "#000000", # stays black — intentional + "fontfamily": "sans-serif", +} + + +# ============================================================================= +# RENDERING AND DATA ENGINE +# ============================================================================= + +class GirderGraphEngine: + """ + Combined data-extraction and rendering engine for the four-panel girder figure. + + The engine is structured as three clearly delineated internal layers: + + 1. **_DataAdapter** — wraps every ``_get_*_df()`` call in a ``_call_*()`` + method. This is the only layer that will change when ``query()`` + migration is instructed. + + 2. **_ArrayBuilder** — converts DataFrames into numpy arrays, applies + nodal smoothing, and builds x-coordinate arrays. + + 3. **Rendering layer** — draws on the four matplotlib axes. It calls + ``canvas.draw()`` and knows nothing about DataFrames or numpy shapes. + + Parameters + ---------- + figure : matplotlib.figure.Figure + Shared matplotlib Figure owned by the dialog. + ax_scheme : Axes + Top panel: girder support schematic. + ax_bmd : Axes + Bending moment diagram. + ax_sfd : Axes + Shear force diagram. + ax_defl : Axes + Deflection diagram (y-axis inverted). + result_handler : PlateGirderAnalysisResults + The sole data source. Must not be None. + """ + + def __init__( + self, + figure, + ax_scheme, + ax_bmd, + ax_sfd, + ax_defl, + result_handler: Optional[PlateGirderAnalysisResults] = None, + ) -> None: + """ + Initialise the engine with four matplotlib axes and a result handler. + + Parameters + ---------- + figure : matplotlib.figure.Figure + Matplotlib Figure shared with the dialog. + ax_scheme : Axes + Top panel: girder support schematic. + ax_bmd : Axes + Bending moment diagram. + ax_sfd : Axes + Shear force diagram. + ax_defl : Axes + Deflection diagram (y-axis inverted). + result_handler : PlateGirderAnalysisResults + Sole data source; never None. + """ + self.figure = figure # matplotlib Figure shared with the dialog + self.ax_scheme = ax_scheme # top panel: girder support schematic + self.ax_bmd = ax_bmd # bending moment diagram + self.ax_sfd = ax_sfd # shear force diagram + self.ax_defl = ax_defl # deflection diagram (y-axis inverted) + + self._result_handler = result_handler # sole data source; None only before injection + self._cursor_lines: list = [] # active Line2D cursor overlays; cleared before each redraw + + # ========================================================================= + # _DataAdapter — THE MIGRATION BOUNDARY + # + # All _get_*_df() calls live here. Each method wraps exactly one + # _get_*_df() call. All future query() migration touches only these + # bodies — nothing else in this file changes. + # + # Contract: return pd.DataFrame | None. + # None means data is unavailable — never an empty DataFrame, + # never a partial result. + # ========================================================================= + + def _require_handler(self, caller: str) -> bool: + """Return True if result_handler is ready; log and return False otherwise.""" + if self._result_handler is None: + logger.warning( + "%s: result_handler is None — inject PlateGirderAnalysisResults " + "before calling data methods.", caller + ) + return False + return True + + def _call_girder_paths(self, girder: Optional[str] = None): + """ + Fetch the girder path table from the result handler. + + Parameters + ---------- + girder : str, optional + If given, return only the row for this girder name. + If None, return all girders. + + Returns + ------- + pd.DataFrame or None + Columns: Girder, Start, End, Length, Nodes. + ``None`` if the call fails or the result is empty. + + Notes + ----- + Calls ``_result_handler._get_girder_paths_df(girder_filter=girder)``. + Replace body with ``result_handler.query('girder_paths', girder=girder)`` + on migration. + """ + try: + if not self._require_handler("_call_girder_paths"): return None + df = self._result_handler._get_girder_paths_df(girder_filter=girder) + if df is None or df.empty: + logger.warning( + "_call_girder_paths(girder=%r) returned empty/None", girder + ) + return None + return df + except Exception as exc: + logger.warning( + "_call_girder_paths(girder=%r) failed: %s", girder, exc, + exc_info=True, + ) + return None + + def _call_node_coords(self, girder: str): + """ + Fetch per-node coordinates for a girder. + + Parameters + ---------- + girder : str + Girder identifier, e.g. ``"G1"``. + + Returns + ------- + pd.DataFrame or None + Columns: Node (int), X (m), Y (m), Z (m). + ``None`` if the call fails or the result is empty. + """ + try: + if not self._require_handler("_call_node_coords"): return None + df = self._result_handler._get_node_coords_df(girder) + if df is None or df.empty: + logger.warning( + "_call_node_coords(girder=%r) returned empty/None", girder + ) + return None + return df + except Exception as exc: + logger.warning( + "_call_node_coords(girder=%r) failed: %s", girder, exc, + exc_info=True, + ) + return None + + def _call_forces(self, load_case: str, girder: str, component: str): + """ + Fetch element-wise force/moment values for one load case and one girder. + + Parameters + ---------- + load_case : str + Load case name as stored in the dataset. + girder : str + Girder identifier, e.g. ``"G1"``. + component : str + Force component, e.g. ``"Vy_i"`` or ``"Mz_j"``. + + Returns + ------- + pd.DataFrame or None + Columns: Element, `` (kN)`` or `` (kNm)``. + One row per element. + ``None`` if the call fails or the result is empty. + + Notes + ----- + Calls ``_result_handler._get_forces_df(load_case, girder, component)``. + Replace body with + ``result_handler.query('forces', name=load_case, girder=girder, component=component)`` + on migration. + """ + try: + if not self._require_handler("_call_forces"): return None + df = self._result_handler._get_forces_df(load_case, girder, component) + if df is None or df.empty: + logger.warning( + "_call_forces(lc=%r, girder=%r, comp=%r) returned empty/None", + load_case, girder, component, + ) + return None + return df + except Exception as exc: + logger.warning( + "_call_forces(lc=%r, girder=%r, comp=%r) failed: %s", + load_case, girder, component, exc, + exc_info=True, + ) + return None + + def _call_reactions(self, load_case: str, girder: Optional[str] = None): + """ + Fetch support reactions (Ra, Rb) for a load case. + + Parameters + ---------- + load_case : str + Load case name as stored in the dataset. + girder : str, optional + Filter to a specific girder. If None, returns all girders. + + Returns + ------- + pd.DataFrame or None + Columns: Girder, Ra (kN), Rb (kN). + ``None`` if the call fails or the result is empty. + + Notes + ----- + Calls ``_result_handler._get_reactions_df(load_case, girder_filter=girder)``. + Replace body with + ``result_handler.query('reactions', name=load_case, girder=girder)`` + on migration. + """ + try: + if not self._require_handler("_call_reactions"): return None + df = self._result_handler._get_reactions_df(load_case, girder_filter=girder) + if df is None or df.empty: + logger.warning( + "_call_reactions(lc=%r, girder=%r) returned empty/None", + load_case, girder, + ) + return None + return df + except Exception as exc: + logger.warning( + "_call_reactions(lc=%r, girder=%r) failed: %s", + load_case, girder, exc, + exc_info=True, + ) + return None + + def _call_loads(self, load_case: str) -> list[dict]: + """ + Fetch load descriptors for scheme overlay directly from the bridge object. + Tries multiple attribute conventions used by ospgrillage load-case objects. + """ + try: + if not self._require_handler("_call_loads"): + return [] + + bridge = getattr(self._result_handler, "bridge", None) + if not bridge: + return [] + + # ── Locate the load-case object ─────────────────────────────────── + lc_obj = None + + # 1) vehicle_load_cases_list + for lc in getattr(bridge, "vehicle_load_cases_list", []): + if getattr(lc, "name", "") == load_case: + lc_obj = lc + break + + # 2) Any *_load_case attribute on the bridge + if lc_obj is None: + lc_lower = load_case.lower() + for attr in dir(bridge): + if not attr.endswith("_load_case"): + continue + val = getattr(bridge, attr, None) + if val is None: + continue + name_match = getattr(val, "name", "") == load_case + sw_match = lc_lower in ("girder self weight", "self weight") \ + and attr == "self_weight_load_case" + if name_match or sw_match: + lc_obj = val + break + + # 3) Generic load_case_list + if lc_obj is None: + for lc in getattr(bridge, "load_case_list", []): + if getattr(lc, "name", "") == load_case: + lc_obj = lc + break + + if lc_obj is None: + logger.debug("_call_loads: load case %r not found on bridge", load_case) + return [] + + # ── Resolve load-group iterable (load_groups or loads) ──────────── + raw_groups = getattr(lc_obj, "load_groups", None) + if not raw_groups: + raw_groups = getattr(lc_obj, "loads", None) + if not raw_groups: + logger.debug("_call_loads: lc_obj %r has no load_groups/loads", lc_obj) + return [] + + # ── Parse each load group ───────────────────────────────────────── + def _px(p): + """Return x-coordinate of a load point using common attr names.""" + for a in ("x", "x_coord", "position"): + v = getattr(p, a, None) + if v is not None: + return float(v) + return None + + def _pp(p): + """Return load magnitude using common attr names.""" + for a in ("p", "load", "magnitude", "value", "force"): + v = getattr(p, a, None) + if v is not None: + return float(v) + return 0.0 + + loads_out = [] + for lg in raw_groups: + # Support both dict wrappers and direct load objects + load = lg.get("load", lg) if isinstance(lg, dict) else lg + cname = type(load).__name__.lower() + + # Collect defined point handles. + # ospgrillage stores points as load_point_1 … load_point_8; + # fall back to point1 … point4 for forward-compatibility. + pts = [] + for i in range(1, 9): + p = getattr(load, f"load_point_{i}", None) + if p is None: + p = getattr(load, f"point{i}", None) + if p is not None and _pp(p) != 0.0: + px = _px(p) + if px is not None: + pts.append((px, _pp(p))) + + if ("line" in cname or "udl" in cname or "uniform" in cname) and len(pts) >= 2: + x0, p0 = pts[0] + x1, _ = pts[1] + loads_out.append({ + "type": "line", + "x_start": min(x0, x1), + "x_end": max(x0, x1), + "val": abs(p0) , + }) + elif ("patch" in cname or "area" in cname) and len(pts) >= 4: + xs_pts = [p[0] for p in pts] + loads_out.append({ + "type": "line", + "x_start": min(xs_pts), + "x_end": max(xs_pts), + "val": abs(pts[0][1]), + }) + elif ("point" in cname or "nodal" in cname or "concentrated" in cname) and pts: + loads_out.append({"type": "point", "x": pts[0][0], "val": abs(pts[0][1])}) + elif hasattr(load, "compound_load_obj_list"): + gc = getattr(load, "global_coord", None) + gx = float(getattr(gc, "x", 0.0)) if gc else 0.0 + for sub in getattr(load, "compound_load_obj_list", []): + for i in range(1, 9): + p = getattr(sub, f"load_point_{i}", None) + if p is None: + p = getattr(sub, f"point{i}", None) + if p is not None and _pp(p) != 0.0: + px = _px(p) + if px is not None: + loads_out.append({ + "type": "point", + "x": gx + px, + "val": abs(_pp(p)), + }) + else: + # Last-resort: look for direct x_start/x_end or equivalent + x0 = getattr(load, "x_start", getattr(load, "start_x", None)) + x1 = getattr(load, "x_end", getattr(load, "end_x", None)) + w = getattr(load, "w", getattr(load, "load", getattr(load, "magnitude", None))) + if x0 is not None and x1 is not None: + loads_out.append({ + "type": "line", + "x_start": float(x0), + "x_end": float(x1), + "val": abs(float(w or 0)), + }) + + logger.debug("_call_loads: lc=%r → %d loads parsed", load_case, len(loads_out)) + return loads_out + + except Exception as exc: + logger.warning("_call_loads(lc=%r) failed: %s", load_case, exc, exc_info=True) + return [] + + + def _call_envelopes( + self, + lc_filter: Optional[str], + g_filter: Optional[str], + ): + """ + Fetch max/min envelope data for moving load cases. + + Parameters + ---------- + lc_filter : str or None + Substring filter applied to load-case names. + g_filter : str or None + Girder name filter. + + Returns + ------- + pd.DataFrame or None + Columns: LoadCase, Girder, Max Vy, Min Vy, Max Mz, Min Mz. + ``None`` if the call fails or the result is empty. + + Notes + ----- + Calls ``_result_handler._get_envelopes_df(lc_filter=lc_filter, g_filter=g_filter)``. + Replace body with + ``result_handler.query('envelopes', name=lc_filter, girder=g_filter)`` + on migration. + """ + try: + if not self._require_handler("_call_envelopes"): return None + df = self._result_handler._get_envelopes_df( + lc_filter=lc_filter, g_filter=g_filter + ) + if df is None or df.empty: + logger.warning( + "_call_envelopes(lc_filter=%r, g_filter=%r) returned empty/None", + lc_filter, g_filter, + ) + return None + return df + except Exception as exc: + logger.warning( + "_call_envelopes(lc_filter=%r, g_filter=%r) failed: %s", + lc_filter, g_filter, exc, + exc_info=True, + ) + return None + + def _call_moving_trace(self, category: str, girder: str, component: str): + """ + Fetch the moving load trace (force vs vehicle position) for a girder. + + Parameters + ---------- + category : str + Vehicle category name, e.g. ``"ClassA"``. + girder : str + Girder identifier, e.g. ``"G1"``. + component : str + Force component, e.g. ``"Mz_i"``. + + Returns + ------- + pd.DataFrame or None + Columns: X Pos, LoadCase, `` (kN/kNm)``. + ``None`` if the call fails or the result is empty. + + Notes + ----- + Calls ``_result_handler._get_moving_trace_df(category, girder, component)``. + Replace body with + ``result_handler.query('moving_trace', name=category, girder=girder, component=component)`` + on migration. + """ + try: + if not self._require_handler("_call_moving_trace"): return None + df = self._result_handler._get_moving_trace_df(category, girder, component) + if df is None or df.empty: + logger.warning( + "_call_moving_trace(cat=%r, girder=%r, comp=%r) returned empty/None", + category, girder, component, + ) + return None + return df + except Exception as exc: + logger.warning( + "_call_moving_trace(cat=%r, girder=%r, comp=%r) failed: %s", + category, girder, component, exc, + exc_info=True, + ) + return None + + def _call_critical_state(self, category: str, component: str): + """ + Fetch the governing critical-state row for a vehicle category and component. + + Parameters + ---------- + category : str + Vehicle category name, e.g. ``"ClassA"``. + component : str + Force component, e.g. ``"Mz_i"``. + + Returns + ------- + pd.DataFrame or None + Columns: Category, Component, Max Value, LoadCase, Girder. + ``None`` if the call fails or the result is empty. + + Notes + ----- + Calls ``_result_handler._get_critical_state_df(category, component)``. + Replace body with + ``result_handler.query('critical_state', name=category, component=component)`` + on migration. + """ + try: + if not self._require_handler("_call_critical_state"): return None + df = self._result_handler._get_critical_state_df(category, component) + if df is None or df.empty: + logger.warning( + "_call_critical_state(cat=%r, comp=%r) returned empty/None", + category, component, + ) + return None + return df + except Exception as exc: + logger.warning( + "_call_critical_state(cat=%r, comp=%r) failed: %s", + category, component, exc, + exc_info=True, + ) + return None + + def _call_classify_loadcases(self) -> dict | None: + """ + Notes + ----- + Calls _result_handler.classify_loadcases() directly (public method). + Replace with result_handler.query('classified_loadcases') on migration + once that category is supported. + """ + try: + if not self._require_handler("_call_classify_loadcases"): + return None + return self._result_handler.classify_loadcases() + except Exception as exc: + logger.warning("_call_classify_loadcases() failed: %s", exc, exc_info=True) + return None + + def _call_displacements( + self, load_case: str, girder: str, component: str + ): + """ + Fetch per-node displacement values for a load case and girder. + + .. note:: + **PENDING-1**: ``_get_displacements_df()`` does not yet exist in + ``analysis_results.py``. This method always returns ``None`` and + logs ``_MSG_DEFL_UNAVAILABLE`` until PENDING-1 is resolved. + + Parameters + ---------- + load_case : str + Load case name. + girder : str + Girder identifier. + component : str + Displacement component, e.g. ``"dy"``. + + Returns + ------- + pd.DataFrame or None + Columns: Node (int), ```` (mm). + ``None`` if the call fails or the result is empty. + + Notes + ----- + Replace body with + ``result_handler.query('displacements', name=load_case, girder=girder, component=component)`` + on migration. + """ + try: + if not self._require_handler("_call_displacements"): return None + df = self._result_handler._get_displacements_df(load_case, girder, component) + if df is None or df.empty: + logger.warning( + "_call_displacements(lc=%r, girder=%r, comp=%r) returned empty/None", + load_case, girder, component, + ) + return None + return df + except Exception as exc: + logger.warning( + "_call_displacements(lc=%r, girder=%r, comp=%r) failed: %s", + load_case, girder, component, exc, + exc_info=True, + ) + return None + + # ========================================================================= + # _ArrayBuilder — DATAFRAME → NUMPY CONVERSION + # ========================================================================= + + @staticmethod + def _smooth_nodal( + v_i: list[float], + v_j: list[float], + ) -> np.ndarray: + """ + Assemble a nodal-smoothed force array from per-element i-node and j-node values. + + Parameters + ---------- + v_i : list of float + i-node force values, one per element, in the unit already converted + (kN or kNm). + v_j : list of float + j-node force values, one per element, in the same unit as ``v_i``. + + Returns + ------- + np.ndarray + Nodal array of length ``n_elements + 1``. + + Notes + ----- + **Beam sign convention** — In openseespy / ospgrillage the j-node force + is returned in the *element's local frame*, where equilibrium requires + ``Vy_j = -Vy_i`` for a simply supported beam with no intermediate + loads. To obtain a *global* diagram value at the j-end we negate the + stored j value: ``v_global_j = -v_j``. + + **Boundary conditions** — the first node value equals ``v_i[0]`` + exactly (no smoothing at the support); the last node value equals + ``-v_j[-1]`` exactly. Interior nodes are the arithmetic mean of the + incoming right face value (``-v_j[k-1]``) and the outgoing left face + value (``v_i[k]``). + + **Single-element edge case** — when there is only one element the + array contains exactly two values: ``[v_i[0], -v_j[0]]``. No + averaging is performed because there is no interior node. + """ + if not v_i: + return np.zeros(1, dtype=float) + + if len(v_i) == 1: + return np.array([v_i[0], -v_j[0]], dtype=float) + + nodal: list[float] = [] + + # Start boundary: first element i-node, no smoothing + nodal.append(v_i[0]) + + # Interior nodes: average of right face of previous element and left + # face of next element (both expressed in the global sense) + for k in range(1, len(v_i)): + v_left = -v_j[k - 1] # flip j-node to global sense + v_right = v_i[k] + nodal.append((v_left + v_right) / 2.0) + + # End boundary: last element j-node, flipped to global sense + nodal.append(-v_j[-1]) + + return np.array(nodal, dtype=float) + + def _build_x_array(self, girder: str, n_nodes: int) -> np.ndarray: + """ + Build the x-coordinate array for a girder span. + + Parameters + ---------- + girder : str + Girder identifier used to look up span length. + n_nodes : int + Number of nodes (elements + 1) along the girder. + + Returns + ------- + np.ndarray + Equispaced x-coordinates from 0 to span length, shape ``(n_nodes,)``. + + Notes + ----- + Uses ``_get_node_coords_df()`` to retrieve exact mesh coordinates. + Falls back to a linear approximation over the span structure length + if nodal coordinates cannot be resolved. + """ + df = self._call_node_coords(girder=girder) + if df is not None and not df.empty: + xs = df["X (m)"].to_numpy() + if len(xs) == n_nodes: + return xs + else: + logger.warning( + "_build_x_array: node count mismatch (%d vs %d); " + "falling back to linspace", + len(xs), n_nodes, + ) + + # Fallback to older length approximation + path_df = self._call_girder_paths(girder=girder) + if path_df is None or path_df.empty: + logger.warning( + "_build_x_array: could not fetch span for girder=%r; " + "falling back to unit span", + girder, + ) + return np.linspace(0.0, 1.0, max(n_nodes, 2)) + + length = float(path_df["Length"].iloc[0]) + return np.linspace(0.0, length, max(n_nodes, 2)) + + def _build_force_arrays( + self, + load_case: str, + girder: str, + bmd_key: str, + sfd_key: str, + ): + """ + Extract all six force components for a girder / load case and assemble + nodal arrays via ``_smooth_nodal()``. + + Parameters + ---------- + load_case : str + Load case name. + girder : str + Girder identifier. + bmd_key : str + Component key for the bending moment trace, e.g. ``"Mz_i"``. + sfd_key : str + Component key for the shear force trace, e.g. ``"Vy_i"``. + + Returns + ------- + tuple[np.ndarray, np.ndarray, np.ndarray, dict] or None + ``(xs, bmd_values, sfd_values, all_data)`` where: + + - ``xs`` is the x-coordinate array (m). + - ``bmd_values`` is the nodal BMD array (kNm). + - ``sfd_values`` is the nodal SFD array (kN). + - ``all_data`` maps component string keys (``"Mz_i"``, ``"Vy_i"``, + etc.) to their nodal arrays. + + Returns ``None`` if no force data could be retrieved. + + Notes + ----- + Each component requires two ``_call_forces()`` calls — one for the + ``_i`` component and one for the ``_j`` component — so that + ``_smooth_nodal()`` can average interior nodes correctly. + """ + _COMPONENTS = [ + ("Mz_i", "Mz_j", "kNm"), + ("My_i", "My_j", "kNm"), + ("Mx_i", "Mx_j", "kNm"), + ("Vy_i", "Vy_j", "kN"), + ("Vz_i", "Vz_j", "kN"), + ("Fx_i", "Fx_j", "kN"), + ] + + # ── Extract i-node and j-node DataFrames for all components ────────── + raw: dict[str, list[float]] = {} # key → list of per-element values + + n_elements: Optional[int] = None + + for ci, cj, _unit in _COMPONENTS: + for comp in (ci, cj): + df = self._call_forces(load_case, girder, comp) + if df is None: + raw[comp] = [] + continue + + # The value column is the second column (index 1) + value_col = df.columns[1] + values = df[value_col].tolist() + raw[comp] = [float(v) for v in values] + + if n_elements is None: + n_elements = len(values) + + if n_elements is None or n_elements == 0: + logger.warning( + "_build_force_arrays(lc=%r, girder=%r): " + "no element data retrieved; returning None", + load_case, girder, + ) + return None + + n_nodes = n_elements + 1 + xs = self._build_x_array(girder, n_nodes) + + # ── Build nodal arrays for each component pair ──────────────────────── + all_data: dict[str, np.ndarray] = {} + + for ci, cj, _unit in _COMPONENTS: + v_i = raw.get(ci, [0.0] * n_elements) + v_j = raw.get(cj, [0.0] * n_elements) + + if raw.get(cj) == [] and raw.get(ci): + logger.warning( + "_build_force_arrays: j-component %r returned None for lc=%r, girder=%r. " + "Diagram will be incorrect — inform analysis_results.py maintainer.", + cj, load_case, girder, + ) + + # Pad if shorter than expected (graceful degradation) + if len(v_i) < n_elements: + v_i = v_i + [0.0] * (n_elements - len(v_i)) + if len(v_j) < n_elements: + v_j = v_j + [0.0] * (n_elements - len(v_j)) + + nodal = self._smooth_nodal(v_i[:n_elements], v_j[:n_elements]) + + # Trim or pad to match xs length + if len(nodal) > len(xs): + nodal = nodal[: len(xs)] + elif len(nodal) < len(xs): + nodal = np.concatenate( + [nodal, np.zeros(len(xs) - len(nodal), dtype=float)] + ) + + all_data[ci] = np.nan_to_num(nodal) + + # ── Select the traces the caller requested ──────────────────────────── + bmd_values = all_data.get(bmd_key, np.zeros(len(xs))) + sfd_values = all_data.get(sfd_key, np.zeros(len(xs))) + + if _DEBUG_EXTRACTION: + np.set_printoptions(precision=3, suppress=True, linewidth=120) + sep = "-" * 70 + logger.debug( + "\n%s\n" + " EXTRACTED RESULTS | girder=%s | loadcase=%s\n" + "%s\n" + " x-coords (m) : %s\n" + " n_nodes : %d n_elements: %d\n" + "%s\n" + " Mz_i [kNm] (BMD) : %s\n" + " My_i [kNm] : %s\n" + " Mx_i [kNm] (tor.) : %s\n" + " Vy_i [kN] (SFD) : %s\n" + " Vz_i [kN] : %s\n" + " Fx_i [kN] (axial): %s\n" + "%s\n" + " → PLOTTING: bmd_key=%r sfd_key=%r\n" + " max(|BMD|) = %.3f kNm max(|SFD|) = %.3f kN\n" + "%s", + sep, girder, load_case, sep, + xs, len(xs), n_elements, sep, + all_data.get("Mz_i"), + all_data.get("My_i"), + all_data.get("Mx_i"), + all_data.get("Vy_i"), + all_data.get("Vz_i"), + all_data.get("Fx_i"), + sep, bmd_key, sfd_key, + float(np.max(np.abs(bmd_values))), + float(np.max(np.abs(sfd_values))), + sep, + ) + + return xs, bmd_values, sfd_values, all_data + + # ========================================================================= + # PUBLIC API — DATA QUERIES + # ========================================================================= + + def get_girder_keys(self) -> list[str]: + """ + Return the ordered list of girder identifier keys. + + Returns + ------- + list[str] + Girder names in traversal order, e.g. ``["EB1", "G1", "G2", "EB2"]``. + Empty list if girder path data is unavailable. + + Notes + ----- + Delegates to ``_call_girder_paths()``. Parses the ``Girder`` + column of the returned DataFrame. + """ + df = self._call_girder_paths() + if df is None: + return [] + return df["Girder"].tolist() + + def get_classified_loadcases(self) -> dict: + """ + Return load cases grouped by category. + + Returns + ------- + dict + Keys ``"dead"``, ``"vehicle_static"``, ``"vehicle_moving"``, + ``"all"``; each value is a ``list[str]``. + All entries are guaranteed to be plain Python ``str``. + Returns an empty structure if the result handler fails. + + Notes + ----- + Delegates directly to + :meth:`PlateGirderAnalysisResults.classify_loadcases`. + """ + empty: dict = { + "dead": [], "vehicle_static": [], "vehicle_moving": [], "all": [] + } + try: + raw = self._call_classify_loadcases() + if not raw: + return empty + return {k: [str(lc) for lc in v] for k, v in raw.items()} + except Exception as exc: + logger.error( + "get_classified_loadcases() failed: %s", exc, exc_info=True + ) + return empty + + # ========================================================================= + # PUBLIC API — RESULT EXTRACTION + # ========================================================================= + + def extract_reactions(self, load_case: str, girder_key: str) -> dict: + """ + Return {'Ra': float, 'Rb': float} in kN for the given load case and girder. + Extracts directly from the real model reactions via _call_reactions(), + falling back to the SFD boundaries if extraction fails. + """ + try: + df = self._call_reactions(load_case, girder_key) + if df is not None and not df.empty: + row = df.iloc[0] + return { + "Ra": float(abs(row["Ra (kN)"])), + "Rb": float(abs(row["Rb (kN)"])), + } + except Exception as e: + logger.warning("extract_reactions via _call_reactions failed: %s", e) + + # Fallback to SFD boundaries + res = self.extract_member_results(girder_key, load_case) + if res is None: + return {"Ra": None, "Rb": None} + xs, bmd, sfd, defl, all_data = res + if len(sfd) == 0: + return {"Ra": None, "Rb": None} + + # Use abs() — the arrow already indicates upward direction. + # Use sfd[-2] for Rb: the last node is often zero-padded by _smooth_nodal. + rb_idx = -2 if len(sfd) > 2 else -1 + return { + "Ra": float(abs(sfd[0])), + "Rb": float(abs(sfd[rb_idx])), + } + + def extract_loads(self, load_case: str) -> list[dict]: + """ + Return load descriptors for the given load case. + Delegates to _call_loads() — the sole _DataAdapter entry point. + """ + return self._call_loads(load_case) + + def extract_member_results( + self, + member_key: str, + loadcase: str, + bmd_key: str = "Mz_i", + sfd_key: str = "Vy_i", + ): + """ + Extract x-coordinate, BMD, and SFD arrays for a girder / load case. + + Parameters + ---------- + member_key : str + Girder identifier, e.g. ``"G1"``. + loadcase : str + Load case label as stored in the dataset. + bmd_key : str + Force component key for the bending moment trace (default ``"Mz_i"``). + sfd_key : str + Force component key for the shear force trace (default ``"Vy_i"``). + + Returns + ------- + tuple[np.ndarray, np.ndarray, np.ndarray, np.ndarray, dict] or None + ``(xs, bmd_values, sfd_values, defl_values, all_data)`` where each + array is a ``np.ndarray``. Units: xs in metres, forces in kN/kNm, + deflection in mm. + Returns ``None`` on any failure. + """ + try: + result = self._build_force_arrays(loadcase, member_key, bmd_key, sfd_key) + if result is None: + return None + xs, bmd_values, sfd_values, all_data = result + + defl_df = self._call_displacements(loadcase, member_key, "dy") + if defl_df is not None and not defl_df.empty: + defl_values = defl_df["dy"].to_numpy() + all_data["dy"] = defl_values + else: + defl_values = np.zeros_like(xs) + + return xs, bmd_values, sfd_values, defl_values, all_data + except Exception as exc: + logger.error( + "extract_member_results(member=%r, lc=%r) failed: %s", + member_key, loadcase, exc, + exc_info=True, + ) + return None + + # ========================================================================= + # PUBLIC API — PEAK VALUE COMPUTATION + # ========================================================================= + + def compute_maximums( + self, + xs: np.ndarray, + bmd_values: np.ndarray, + sfd_values: np.ndarray, + all_data: dict, + ) -> dict: + """ + Find the peak absolute values for all components and their x-positions. + + Parameters + ---------- + xs : np.ndarray + x-coordinate array along the girder span (m). + bmd_values : np.ndarray + Active bending moment array (kNm). + sfd_values : np.ndarray + Active shear force array (kN). + all_data : dict + Dictionary mapping force component keys to nodal arrays. + + Returns + ------- + dict + Peak values and exact x-positions keyed by UI field identifiers. + Keys: ``M_max``, ``V_max``, ``D_max``, ``x_M``, ``x_V``, ``x_D``, + plus per-component peaks ``M_z``, ``M_y``, ``T_x``, ``V_y``, + ``V_z``, ``F_x``, ``D_y``, ``D_z``, ``D_x`` and their ``x_`` counterparts. + """ + idx_m = int(np.argmax(np.abs(bmd_values))) + idx_v = int(np.argmax(np.abs(sfd_values))) + + result: dict = { + "M_max": float(bmd_values[idx_m]), + "V_max": float(sfd_values[idx_v]), + "x_M": float(xs[idx_m]), + "x_V": float(xs[idx_v]), + } + + if "dy" in all_data: + idx_d = int(np.argmax(np.abs(all_data["dy"]))) + result["D_max"] = float(all_data["dy"][idx_d]) + result["x_D"] = float(xs[idx_d]) + + # Per-component peaks (used by left-panel summary fields) + comps = ["Mz_i", "My_i", "Mx_i", "Vy_i", "Vz_i", "Fx_i", "dy"] + ui_keys = ["M_z", "M_y", "T_x", "V_y", "V_z", "F_x", "D_y"] + + for comp, uik in zip(comps, ui_keys): + arr = all_data.get(comp, np.zeros(len(xs))) + idx_max = int(np.argmax(np.abs(arr))) + result[uik] = float(arr[idx_max]) + result[f"x_{uik}"] = float(xs[idx_max]) + + return result + + # ========================================================================= + # PUBLIC RENDERING API + # ========================================================================= + + def render_plots( + self, + xs: np.ndarray, + bmd_values: np.ndarray, + sfd_values: np.ndarray, + canvas, + reactions=None, + loads=None, + defl_values=None, + ) -> None: + """ + Draw the girder schematic and BMD / SFD / Deflection diagrams. + + Parameters + ---------- + xs : np.ndarray + x-coordinate array along the girder span (metres). + bmd_values : np.ndarray + Bending moment array (kNm). + sfd_values : np.ndarray + Shear force array (kN). + canvas : FigureCanvasQTAgg + The Qt canvas widget; ``canvas.draw()`` is called at the end. + + Raises + ------ + Exception + Any matplotlib drawing error is caught, logged at ERROR level, + and a blank state is displayed in its place. + """ + try: + self._render_scheme(xs, reactions=reactions, loads=loads) + self._render_diagram( + self.ax_bmd, xs, -bmd_values, "Bending Moment Diagram (kNm)", + show_xaxis=True, color=_STYLE["bmd_line_color"], + symmetric_ticks=True, + ) + self._render_diagram( + self.ax_sfd, xs, sfd_values, "Shear Force Diagram (kN)", + show_xaxis=True, color=_STYLE["sfd_line_color"], + symmetric_ticks=True, + ) + + if defl_values is not None: + self._render_deflection_diagram( + self.ax_defl, xs, defl_values, "Deflection (mm)", show_xaxis=True + ) + else: + _zero = np.zeros_like(xs) + self._render_deflection_diagram( + self.ax_defl, xs, _zero, "Deflection (mm) \u2014 unavailable", show_xaxis=True + ) + + # X-axis scale on all data panels — same nice intervals, aligned columns + for _ax in (self.ax_bmd, self.ax_sfd, self.ax_defl): + self._render_x_scale(_ax, xs) + + canvas.draw() + except Exception as exc: + logger.error("render_plots() failed: %s", exc, exc_info=True) + self.show_blank_state(canvas) + + def _render_scheme(self, xs: np.ndarray, reactions=None, loads=None) -> None: + """ + Draw the girder support schematic on ``ax_scheme``. + + Parameters + ---------- + xs : np.ndarray + x-coordinate array; xs[0] = start support, xs[-1] = end support. + reactions : dict or None + {'Ra': float, 'Rb': float} in kN — shown inline with A/B labels. + loads : list[dict] or None + Load descriptors from _call_loads(); drawn above the chord as + filled rectangles (UDL) or downward arrows (point loads). + """ + ax = self.ax_scheme + span = float(xs[-1] - xs[0]) + + # ── Girder chord ────────────────────────────────────────────────────── + ax.plot( + [xs[0], xs[-1]], [0, 0], + color=_STYLE["support_color"], + linewidth=_STYLE["support_width"], + zorder=3, + ) + + # ── Y-layout constants ──────────────────────────────────────────────── + # Visual stack (top → bottom): + # y_label (A / B text) + # arrow_top (top of UDL fill / point-load arrow base) + # y_chord (girder chord line) + # y_arrow_base (tip of upward support arrows) + # y_arrow_base - 0.06 (reaction value text) + y_chord = 0.0 + arrow_top = 0.50 # top of UDL fill block (raised for visual space) + y_label = 0.64 # A/B label sits above the entire load block + y_arrow_base = -0.55 # base of support arrows — longer shaft + arrow_bot = 0.15 # raised above chord — v-marker tip extends ~0.05 below center, stays above y=0 + + # ── Support upward arrows ───────────────────────────────────────────── + for x in (xs[0], xs[-1]): + ax.annotate( + "", xy=(x, y_chord), xytext=(x, y_arrow_base), + arrowprops=dict( + arrowstyle="-|>", + color=_STYLE["support_color"], + lw=2.0, + mutation_scale=10, # smaller head so shaft looks longer + ), + annotation_clip=False, + ) + + # ── A / B labels with separate reaction value line ──────────────────── + ra = reactions.get("Ra") if reactions else None + rb = reactions.get("Rb") if reactions else None + for x, label, val in ((xs[0], "A", ra), (xs[-1], "B", rb)): + # Line 1: "A" or "B" label (normal weight to match 11px UI text) + ax.text( + x, y_label, + label, + ha="center", va="bottom", + fontsize=_STYLE["label_fontsize"], + fontweight="normal", # was "bold" + color=_STYLE["label_color"], + fontfamily=_STYLE.get("fontfamily", "sans-serif"), + clip_on=False, + zorder=5, + ) + # Line 2: reaction value below the support arrow (only when available) + if val is not None: + ax.text( + x, y_arrow_base - 0.06, + f"{abs(val):.1f} kN", + ha="center", va="top", + fontsize=_STYLE["reaction_fontsize"], + fontweight="normal", + color=_STYLE["label_color"], + fontfamily=_STYLE.get("fontfamily", "sans-serif"), + clip_on=False, + zorder=5, + ) + + # ── Load overlays ───────────────────────────────────────────────────── + if loads: + fill_h = arrow_top - y_chord # height of UDL fill block + + # ── Separate point loads from line loads ────────────────────────── + point_loads = [ld for ld in loads if ld.get("type") == "point"] + line_loads = [ld for ld in loads + if ld.get("type") == "line" + and ld.get("x_start") is not None + and ld.get("x_end") is not None] + + # ── Draw ONE merged fill for all line loads ─────────────────────── + # Multiple overlapping load groups (e.g. girder self weight) used to + # stack transparent fills, producing a darker tint. Drawing a single + # fill_between for the overall envelope eliminates this artefact. + if line_loads: + merged_x0 = min(ld["x_start"] for ld in line_loads) + merged_x1 = max(ld["x_end"] for ld in line_loads) + + # Single fill — consistent colour regardless of how many + # load groups the bridge object returns. + ax.fill_between( + [merged_x0, merged_x1], + [y_chord, y_chord], + [arrow_top, arrow_top], + color=_STYLE["load_fill_color"], + alpha=_STYLE["load_fill_alpha"], + linewidth=0, + zorder=2, + ) + # Top border + ax.plot( + [merged_x0, merged_x1], + [arrow_top, arrow_top], + color=_STYLE["load_arrow_color"], + linewidth=1.2, + zorder=3, + ) + + # Downward arrows evenly spaced across the merged span + n_arr = max(2, min(10, int(abs(merged_x1 - merged_x0) / span * 12 + 0.5))) + for xi in np.linspace(merged_x0, merged_x1, n_arr): + ax.plot( + [xi, xi], [arrow_top, arrow_bot], + color=_STYLE["load_arrow_color"], + linewidth=0.8, + zorder=5, + clip_on=False, + ) + ax.plot( + xi, arrow_bot, + marker='v', + markersize=4, + color=_STYLE["load_arrow_color"], + zorder=5, + clip_on=False, + ) + + # ── Point loads (unchanged) ─────────────────────────────────────── + for ld in point_loads: + x = ld.get("x") + if x is None: + continue + ax.plot( + [x, x], [arrow_top, arrow_bot], + color=_STYLE["point_load_arrow_color"], + linewidth=_STYLE["load_arrow_lw"], + zorder=6, + clip_on=False, + ) + ax.plot( + x, arrow_bot, + marker='v', + markersize=6, + color=_STYLE["point_load_arrow_color"], + zorder=6, + clip_on=False, + ) + + # ── Axis limits and frame ───────────────────────────────────────────── + pad = span * 0.06 + ax.set_xlim(xs[0] - pad, xs[-1] + pad) + ax.set_ylim(-0.80, 0.82) + ax.axis("off") + + def _render_diagram( + self, + ax, + xs: np.ndarray, + values: np.ndarray, + title: str, + show_xaxis: bool = False, + color: str | None = None, + symmetric_ticks: bool = False, + ) -> None: + """ + Draw a single force/moment diagram (line + fill + zero line + title). + + Parameters + ---------- + ax : matplotlib.axes.Axes + Target axes. + xs : np.ndarray + x-coordinate array (m). + values : np.ndarray + Ordinate values (kN or kNm). + title : str + Subtitle displayed below the axes. + """ + _color = color or _STYLE["line_color"] + ax.plot( + xs, values, + color=_color, + linewidth=_STYLE["line_width"], + ) + ax.fill_between( + xs, values, 0, + color=_color, + alpha=_STYLE["fill_alpha"], + ) + ax.axhline( + 0, + color=_STYLE["zero_line_color"], + linewidth=_STYLE["zero_line_width"], + clip_on=True, + zorder=2, + ) + # Vertical node grid lines (restored — drawn at x-tick positions) + ax.xaxis.grid( + True, + color=_STYLE["grid_color"], + linewidth=_STYLE["grid_width"], + linestyle="--", + zorder=1, + ) + ax.set_axisbelow(True) + ax.set_xlabel( + title, + fontsize=_STYLE["diagram_label_fontsize"], + fontweight="normal", + color=_STYLE["label_color"], + labelpad=8, + ) + if not show_xaxis: + ax.get_xaxis().set_visible(False) + + # y-axis scaling — ensure a nonzero range + vmax = float(np.max(np.abs(values))) if values.size else 0.0 + if np.isnan(vmax) or vmax < 1e-4: + ax.set_ylim(-1.0, 1.0) + else: + lim = vmax * 1.15 + ax.set_ylim(-lim, lim) + + self._annotate_y_extremes(ax, values, symmetric=symmetric_ticks) + + def _render_deflection_diagram( + self, + ax, + xs: np.ndarray, + values: np.ndarray, + title: str, + show_xaxis: bool = False, + ) -> None: + ax.plot( + xs, values, + color=_STYLE["deflection_line_color"], + linewidth=_STYLE["line_width"], + ) + ax.axhline( + 0, + color=_STYLE["zero_line_color"], + linewidth=_STYLE["zero_line_width"], + clip_on=True, + zorder=2, + ) + # Vertical node grid lines + ax.xaxis.grid( + True, + color=_STYLE["grid_color"], + linewidth=_STYLE["grid_width"], + linestyle="--", + zorder=1, + ) + ax.set_axisbelow(True) + ax.set_xlabel( + title, + fontsize=_STYLE["diagram_label_fontsize"], + fontweight="normal", + color=_STYLE["label_color"], + labelpad=8, + ) + if not show_xaxis: + ax.get_xaxis().set_visible(False) + + # y-axis scaling — ensure a nonzero range + vmax = float(np.max(np.abs(values))) if values.size else 0.0 + if np.isnan(vmax) or vmax < 1e-4: + ax.set_ylim(-1.0, 1.0) + else: + lim = vmax * 1.15 + ax.set_ylim(-lim, lim) + + self._annotate_y_extremes(ax, values) + + def _annotate_y_extremes(self, ax, values: np.ndarray, symmetric: bool = False) -> None: + """ + Annotate the y-axis with three reference ticks: the data maximum, + zero, and the data minimum. Positioned in data space using + matplotlib's y-tick system so labels never clip and always align + with the actual plotted values. + + When *symmetric* is True (used for SFD), the min tick is forced + to be the negative of the max, and both are always displayed + regardless of the deduplication threshold. + """ + if values.size == 0: + return + + if symmetric: + abs_max = float(np.max(np.abs(values))) + vmax = abs_max + vmin = -abs_max + else: + vmax = float(np.max(values)) + vmin = float(np.min(values)) + + # Skip when range is effectively zero (all-zero deflection placeholder) + if abs(vmax - vmin) < 1e-6: + return + + if symmetric: + # Symmetric mode (SFD): always show +max, 0, -max — no dedup + ticks = [vmax, 0.0, vmin] + labels = [f"{vmax:.1f}", "0.0", f"{vmin:.1f}"] + else: + # Build tick list with deduplication for non-symmetric diagrams + ticks = [] + labels = [] + + def _add(val): + for existing in ticks: + if abs(existing - val) < abs(vmax - vmin) * 0.05: + return # skip near-duplicate + ticks.append(val) + labels.append(f"{val:.1f}") + + _add(vmax) + _add(0.0) + _add(vmin) + + ax.set_yticks(ticks) + ax.set_yticklabels( + labels, + fontsize=_STYLE["scale_fontsize"], + color=_STYLE["label_color"], + fontfamily=_STYLE.get("fontfamily", "sans-serif"), + ) + ax.tick_params( + axis="y", + direction="out", + length=3, + width=0.6, + color=_STYLE["spine_color"], + pad=3, + ) + ax.yaxis.set_visible(True) + + def _render_x_scale(self, ax, xs: np.ndarray) -> None: + """ + Place x-axis ticks at human-friendly round-number intervals. + Selects the interval from [1, 2, 5, 10, 20, 25, 50] m such that + 4–6 ticks appear for any span. First and last span positions are + always shown. Tick labels: '0 m', '10 m', etc. + """ + if len(xs) == 0: + return + + import math + + span = float(xs[-1] - xs[0]) + x_start = float(xs[0]) + x_end = float(xs[-1]) + + # Pick smallest "nice" step that produces at most 6 intervals + nice_steps = [1, 2, 5, 10, 20, 25, 50] + step = nice_steps[-1] # safe default + for s in nice_steps: + if span / s <= 6: + step = s + break + + # Build ticks from the first multiple of step >= x_start + first = math.ceil(x_start / step) * step + ticks = [] + t = first + while t <= x_end + 1e-9: + ticks.append(round(t, 9)) + t += step + + # Always include span endpoints + if not ticks or abs(ticks[0] - x_start) > 1e-6: + ticks.insert(0, x_start) + if not ticks or abs(ticks[-1] - x_end) > 1e-6: + ticks.append(x_end) + + # Deduplicate and sort + ticks = sorted(set(round(v, 6) for v in ticks)) + + # Format labels + all_int = all(abs(v - round(v)) < 1e-6 for v in ticks) + fmt = "{:.0f} m" if all_int else "{:.1f} m" + + ax.set_xticks(ticks) + ax.set_xticklabels( + [fmt.format(t) for t in ticks], + fontsize=_STYLE["scale_fontsize"], + color=_STYLE["label_color"], + fontfamily=_STYLE.get("fontfamily", "sans-serif"), + ) + ax.tick_params(axis="x", direction="out", length=4, + color=_STYLE["spine_color"]) + ax.xaxis.set_visible(True) + ax.set_xlim(x_start, x_end) + + def _render_blank_axis(self, ax, message: str, title: str = "") -> None: + """ + Render a single axis as a blank panel with a centred italic message. + + Parameters + ---------- + ax : matplotlib.axes.Axes + Target axes to blank out. + message : str + Text to display, centred in the axes. + title : str, optional + Subtitle shown below the axes. + """ + ax.axis("off") + ax.text( + 0.5, 0.5, + message, + ha="center", va="center", + transform=ax.transAxes, + color="#666666", + fontsize=_STYLE["title_fontsize"], + style="italic", + ) + if title: + ax.set_title( + title, + fontsize=_STYLE["title_fontsize"], + pad=5, + y=-0.4, + ) + + def clear_axes(self, canvas) -> None: + """ + Clear all four axes and restore baseline formatting before a re-render. + + Parameters + ---------- + canvas : FigureCanvasQTAgg + Qt canvas widget; ``canvas.draw()`` is called at the end. + """ + for ax in (self.ax_scheme, self.ax_bmd, self.ax_sfd, self.ax_defl): + ax.clear() + ax.set_facecolor("#ffffff") + # NOTE: do NOT call ax.grid(False) here — each _render_diagram + # call re-enables the x-axis grid; clearing is sufficient. + ax.set_yticks([]) + ax.set_ylabel("") + ax.axis("on") + + # Schematic: frameless + for spine in self.ax_scheme.spines.values(): + spine.set_visible(False) + + # Data axes: subtle frame + for ax in (self.ax_bmd, self.ax_sfd, self.ax_defl): + for spine in ax.spines.values(): + spine.set_visible(True) + spine.set_linewidth(_STYLE["spine_width"]) + spine.set_color(_STYLE["spine_color"]) + + canvas.draw() + + def show_blank_state(self, canvas, message: Optional[str] = None) -> None: + """ + Show a placeholder message on all axes when no data is available. + + Parameters + ---------- + canvas : FigureCanvasQTAgg + Qt canvas widget; ``canvas.draw()`` is called at the end. + message : str, optional + Custom message to display. Defaults to a generic instruction + to run the analysis first. + """ + self.clear_axes(canvas) + + display_message = ( + message + if message is not None + else "Run the analysis first to see results." + ) + + for ax in (self.ax_scheme, self.ax_bmd, self.ax_sfd, self.ax_defl): + ax.axis("off") + + self.ax_sfd.text( + 0.5, 0.5, + display_message, + ha="center", va="center", + transform=self.ax_sfd.transAxes, + color="#666666", + fontsize=_STYLE["title_fontsize"], + style="italic", + ) + canvas.draw() + + def draw_cursors( + self, + mode: str, + cursor_x, + current_x: Optional[np.ndarray], + max_dict: dict, + canvas, + ) -> None: + """ + Draw vertical dashed cursor lines on the diagram axes. + + **Maximum Values mode** — draws a separate cursor at the peak + absolute-value location for each of the three data diagrams + (BMD, SFD). The deflection axis receives no cursor because + deflection data is unavailable (PENDING-1). + + **Scroll for Values mode** — draws a single shared vertical line + across all four axes so the cursor runs continuously from the girder + schematic down through every diagram. + + Parameters + ---------- + mode : str + Either ``"Maximum Values"`` or ``"Scroll for Values"``. + cursor_x : float or None + Exact cursor x-position for Scroll for Values mode. + current_x : np.ndarray or None + Full x-coordinate array; used to derive the default cursor position + when ``cursor_x`` is not set. + max_dict : dict + Peak location dict from :meth:`compute_maximums`. + Expected keys: ``"x_M"`` (BMD peak x), ``"x_V"`` (SFD peak x). + canvas : FigureCanvasQTAgg + Qt canvas widget; ``canvas.draw()`` is called at the end. + + Raises + ------ + Exception + Any error removing a stale cursor line is silently ignored. + """ + # Remove previous cursor lines + for line in self._cursor_lines: + try: + line.remove() + except Exception: + pass + self._cursor_lines = [] + + if current_x is None or len(current_x) == 0: + canvas.draw() + return + + if mode == "Scroll for Values": + cx = cursor_x if cursor_x is not None else float(current_x[0]) + for ax in (self.ax_scheme, self.ax_bmd, self.ax_sfd, self.ax_defl): + self._cursor_lines.append( + ax.axvline( + cx, + color=_STYLE["cursor_color"], + linestyle="--", + linewidth=_STYLE["cursor_width"], + clip_on=True, + ) + ) + + elif mode == "Maximum Values" and max_dict: + # BMD peak cursor + self._cursor_lines.append( + self.ax_bmd.axvline( + max_dict.get("x_M", 0.0), + color=_STYLE["cursor_color"], + linestyle="--", + linewidth=_STYLE["cursor_width"], + clip_on=True, + ) + ) + # SFD peak cursor + self._cursor_lines.append( + self.ax_sfd.axvline( + max_dict.get("x_V", 0.0), + color=_STYLE["cursor_color"], + linestyle="--", + linewidth=_STYLE["cursor_width"], + clip_on=True, + ) + ) + # Deflection axis: no cursor (PENDING-1; data not available) + + canvas.draw() \ No newline at end of file diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py index c7901a8a0..3e3c0ef97 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py @@ -601,6 +601,117 @@ def get_results_dataset(self): """Return the xarray Dataset of analysis results.""" return self.grillage_model.model.get_results() + # ───────────────────────────────────────────────────────────────────────── + # 2-D analysis result factory + # ───────────────────────────────────────────────────────────────────────── + + def get_result_handler(self) -> PlateGirderAnalysisResults: + """ + Build and return a PlateGirderAnalysisResults bound to the current + analysis dataset and grillage model. + + This is the **canonical factory** for PlateGirderAnalysisResults in + the entire application. All callers — dialogs, widgets, scripts — + must obtain their handler from this method, never construct one + themselves. + + Returns + ------- + PlateGirderAnalysisResults + A fully initialised result handler ready to be injected into a + GirderGraphEngine. + + Raises + ------ + RuntimeError + Propagated from get_results_dataset() when analyze() has not yet + been called and no dataset is available. + + Notes + ----- + This method is safe to call multiple times; each call constructs a + fresh handler bound to the current dataset snapshot. If you need to + share one handler across several components (e.g. to avoid duplicate + construction), call this once, hold the reference, and pass it + explicitly to build_graph_engine(). + """ + results = self.get_results_dataset() + return PlateGirderAnalysisResults( + dataset=results, + bridge=self.grillage_model, + ) + + def build_graph_engine( + self, + figure, + ax_scheme, + ax_bmd, + ax_sfd, + ax_defl, + result_handler: PlateGirderAnalysisResults | None = None, + ): + """ + Construct and return a GirderGraphEngine wired to this bridge's + result handler. + + This keeps GirderGraphEngine construction out of dialogs and widgets. + The caller owns the matplotlib Figure and axes; this method assembles + the engine and injects the data source. + + Parameters + ---------- + figure : matplotlib.figure.Figure + Shared matplotlib Figure owned by the calling dialog or widget. + ax_scheme : matplotlib.axes.Axes + Top panel — girder support schematic. + ax_bmd : matplotlib.axes.Axes + Bending moment diagram panel. + ax_sfd : matplotlib.axes.Axes + Shear force diagram panel. + ax_defl : matplotlib.axes.Axes + Deflection diagram panel. + result_handler : PlateGirderAnalysisResults, optional + If provided, this handler is injected directly. If None, + ``get_result_handler()`` is called automatically. Pass an + explicit handler when you have already called + ``get_result_handler()`` and want to reuse the same instance + across multiple engines. + + Returns + ------- + GirderGraphEngine + Fully initialised engine, ready to call ``get_girder_keys()``, + ``extract_member_results()``, and ``render_plots()``. + + Raises + ------ + RuntimeError + Propagated from ``get_result_handler()`` if ``design()`` / + ``analyze()`` has not yet been called. + + Notes + ----- + GirderGraphEngine is imported inside this method body (deferred + import) to keep plategirderbridge.py's top-level import cost low. + The import only executes when a dialog actually requests a 2-D plot. + """ + from osdagbridge.core.bridge_types.plate_girder.graph_engine import ( + GirderGraphEngine, + ) + handler = ( + result_handler + if result_handler is not None + else self.get_result_handler() + ) + return GirderGraphEngine( + figure=figure, + ax_scheme=ax_scheme, + ax_bmd=ax_bmd, + ax_sfd=ax_sfd, + ax_defl=ax_defl, + result_handler=handler, + ) + def get_available_loadcases(self) -> list[str]: """Return sorted list of loadcase name strings from the results dataset.""" results = self.get_results_dataset() diff --git a/src/osdagbridge/desktop/ui/dialogs/girder_2d_plots.py b/src/osdagbridge/desktop/ui/dialogs/girder_2d_plots.py new file mode 100644 index 000000000..bc3e87a67 --- /dev/null +++ b/src/osdagbridge/desktop/ui/dialogs/girder_2d_plots.py @@ -0,0 +1,524 @@ +from __future__ import annotations + +import logging +from typing import Optional + +import numpy as np +from matplotlib.backends.backend_qtagg import FigureCanvasQTAgg as FigureCanvas +from matplotlib.figure import Figure +import matplotlib.gridspec as gridspec + +from PySide6.QtWidgets import ( + QWidget, QVBoxLayout, QHBoxLayout, + QLabel, QLineEdit, QFrame, QComboBox, +) +from PySide6.QtCore import Qt +from PySide6.QtGui import QFont + +logger = logging.getLogger(__name__) + +class Girder2DPlotsWidget(QWidget): + """ + Standalone PySide6 widget — four-panel girder diagram (schematic, BMD, + SFD, deflection) with interactive girder selector and cursor overlay. + + Isolation contract + ------------------ + This widget has no knowledge of OpenSees, ospgrillage, xarray, or any + bridge model type. Its sole interface to the analysis layer is a + ``GirderGraphEngine`` instance injected via :meth:`set_engine`. No + other bridge between this widget and the analysis layer exists. + + Lifecycle + --------- + 1. Instantiate the widget — no engine is required at construction time. + The girder selector is disabled and the canvas shows a blank state. + 2. After ``PlateGirderBridge.design()`` completes, call + ``PlateGirderBridge.build_graph_engine(fig, axes...)`` to obtain an + engine, then pass it to :meth:`set_engine`. + 3. The widget auto-populates the girder combo and renders the first + available girder immediately. + + Parameters + ---------- + parent : QWidget, optional + Owning Qt parent widget. + """ + + def __init__(self, parent: Optional[QWidget] = None) -> None: + super().__init__(parent) + + # ── Engine reference — injected via set_engine() ────────────────── + self._engine = None # GirderGraphEngine; None until injected + self._loadcase: str = "" # active load case name + + # ── Cached plot data — empty arrays are the safe initial state ──── + self._x_data: np.ndarray = np.array([]) + self._bmd_data: np.ndarray = np.array([]) + self._sfd_data: np.ndarray = np.array([]) + self._defl_data: np.ndarray = np.array([]) # empty until PENDING-1 + self._all_data: dict = {} + self._reactions: dict | None = None + self._loads: list[dict] | None = None + + self.current_x_position: float = 0.0 + + self._init_ui() + + def _init_ui(self) -> None: + self.main_layout = QVBoxLayout(self) + self.main_layout.setContentsMargins(0,0,0,0) + + # Combo Box + def create_combo_box(): + combo = QComboBox() + combo.setStyleSheet(""" + QComboBox { + border: 1px solid #CCCCCC; + border-radius: 4px; + padding: 4px 8px; + background-color: white; + } + QComboBox:hover { + border-color: #0078D7; + } + QComboBox:disabled { + background-color: #F0F0F0; + color: #A0A0A0; + } + QComboBox::drop-down { + subcontrol-origin: padding; + subcontrol-position: top right; + width: 20px; + border-left-width: 1px; + border-left-color: darkgray; + border-left-style: solid; + border-top-right-radius: 3px; + border-bottom-right-radius: 3px; + } + """) + return combo + + top_layout = QHBoxLayout() + top_layout.setAlignment(Qt.AlignLeft) + + lbl1 = QLabel("Girder Element:") + font = QFont() + font.setBold(True) + lbl1.setFont(font) + + self.girder_combo = create_combo_box() + self.girder_combo.setMinimumWidth(100) + self.girder_combo.currentTextChanged.connect(self._on_girder_selected) + self.girder_combo.setEnabled(False) + + top_layout.addWidget(lbl1) + top_layout.addWidget(self.girder_combo) + top_layout.addSpacing(20) + + lbl2 = QLabel("Interaction:") + lbl2.setFont(font) + + self.mode_combo = create_combo_box() + self.mode_combo.addItems(["Scroll for Values", "Maximum Values"]) + self.mode_combo.setMinimumWidth(150) + self.mode_combo.currentTextChanged.connect(self._on_mode_changed) + + top_layout.addWidget(lbl2) + top_layout.addWidget(self.mode_combo) + + self.main_layout.addLayout(top_layout) + + # Plot Region + body_layout = QHBoxLayout() + + self.figure = Figure(figsize=(8, 6), dpi=100) + self.figure.patch.set_facecolor('#ffffff') + self.canvas = FigureCanvas(self.figure) + body_layout.addWidget(self.canvas, stretch=4) + + # Right Value Display + self.val_panel = QFrame() + self.val_panel.setFixedWidth(250) + self.val_panel.setStyleSheet("background-color: #FAFAFA; border: 1px solid #CCCCCC; border-radius: 4px;") + val_layout = QVBoxLayout(self.val_panel) + val_layout.setContentsMargins(15, 15, 15, 15) + + title = QLabel("Cursor Values") + title.setFont(font) + title.setAlignment(Qt.AlignCenter) + title.setStyleSheet("border: none; background: transparent; color: #333333;") + val_layout.addWidget(title) + + val_layout.addSpacing(10) + + def create_value_box(label_str, unit_str): + box = QFrame() + box.setStyleSheet("border: none; background: transparent;") + box_layout = QVBoxLayout(box) + box_layout.setContentsMargins(0,0,0,0) + box_layout.setSpacing(2) + + lbl = QLabel(label_str) + small_font = QFont() + small_font.setBold(True) + lbl.setFont(small_font) + lbl.setStyleSheet("color: #666666;") + + val = QLineEdit("-") + val.setReadOnly(True) + val.setAlignment(Qt.AlignCenter) + val.setStyleSheet(""" + QLineEdit { + background-color: #E8F0FE; + border: 1px solid #B0C4DE; + border-radius: 4px; + padding: 4px; + color: #000000; + font-weight: bold; + } + QLineEdit:read-only { + background-color: #F8F9FA; + } + """) + + box_layout.addWidget(lbl) + box_layout.addWidget(val) + return box, val + + box_x, self.field_x = create_value_box("Distance from Start", "m") + box_bmd, self.field_bmd = create_value_box("Bending Moment", "kNm") + box_sfd, self.field_sfd = create_value_box("Shear Force", "kN") + box_defl, self.field_defl = create_value_box("Deflection", "mm") + + self.field_x.setReadOnly(False) + self.field_x.setToolTip("Enter target position and press Enter") + self.field_x.editingFinished.connect(self._on_user_x_entered) + + # Setup fields dict + self.fields = { + "x": self.field_x, + "bmd": self.field_bmd, + "sfd": self.field_sfd, + "defl": self.field_defl + } + + # Align boxes precisely with the height ratios 1:3:3:3, hspace 0.4 + val_layout.addStretch(58) + val_layout.addWidget(box_x, stretch=80) + val_layout.addStretch(15) + val_layout.addWidget(box_bmd, stretch=300) + val_layout.addStretch(15) + val_layout.addWidget(box_sfd, stretch=300) + val_layout.addStretch(15) + val_layout.addWidget(box_defl, stretch=300) + val_layout.addStretch(15) + val_layout.addStretch(58) + + body_layout.addWidget(self.val_panel) + self.main_layout.addLayout(body_layout, stretch=1) + + self._setup_axes() + self._setup_event_handling() + + def _setup_axes(self) -> None: + """ + Create the four matplotlib axes inside a 4:1 height-ratio GridSpec. + + The engine is NOT created here. It is injected later via + :meth:`set_engine` once the analysis dataset is available. + """ + gs = gridspec.GridSpec( + 4, 1, figure=self.figure, + height_ratios=[1, 3, 3, 3], + hspace=0.4, + ) + self.figure.subplots_adjust(left=0.15, right=0.95, top=0.92, bottom=0.10) + + self.ax_girder = self.figure.add_subplot(gs[0]) + self.ax_bmd = self.figure.add_subplot(gs[1], sharex=self.ax_girder) + self.ax_sfd = self.figure.add_subplot(gs[2], sharex=self.ax_girder) + self.ax_defl = self.figure.add_subplot(gs[3], sharex=self.ax_girder) + + self.all_axes = [self.ax_girder, self.ax_bmd, self.ax_sfd, self.ax_defl] + self.plot_axes = [self.ax_bmd, self.ax_sfd, self.ax_defl] + # Engine injected via set_engine(); canvas shows blank state until then. + self.canvas.draw() + + def set_engine(self, engine, loadcase: str = "girder self weight") -> None: + """ + Inject a fully initialised GirderGraphEngine and trigger the initial plot. + + Call this once after ``PlateGirderBridge.build_graph_engine()`` returns. + The widget resets all state, re-populates the girder combo, and + auto-renders the first available girder immediately. + + Parameters + ---------- + engine : GirderGraphEngine + The fully initialised engine. Must already have a result handler + injected; if result_handler is None on the engine, + ``get_girder_keys()`` will return an empty list and the widget + will display the blank state with a logged warning. + loadcase : str + Load case name passed to ``engine.extract_member_results()``. + Defaults to ``"girder self weight"``. + + Notes + ----- + It is safe to call ``set_engine()`` more than once (e.g. after a + re-analysis). Each call fully resets widget state before + re-populating. + """ + self._engine = engine + self._loadcase = loadcase + self._reset_state() + + girders = self._engine.get_girder_keys() + if not girders: + logger.warning( + "set_engine: engine.get_girder_keys() returned an empty list. " + "result_handler may be uninitialised or the model contains no " + "continuous girders. Showing blank state." + ) + self._engine.show_blank_state( + self.canvas, "No girders found in model." + ) + return + + self.girder_combo.blockSignals(True) + self.girder_combo.clear() + self.girder_combo.addItems(girders) + self.girder_combo.blockSignals(False) + self.girder_combo.setEnabled(True) + + # Auto-plot the first girder immediately — no user action required. + self._on_girder_selected(self.girder_combo.currentText()) + + def _reset_state(self) -> None: + """ + Reset all cached plot arrays to empty and disable the girder selector. + + Called at the start of every :meth:`set_engine` call so that stale + data from a previous analysis cannot bleed into the new render. + """ + self._x_data = np.array([]) + self._bmd_data = np.array([]) + self._sfd_data = np.array([]) + self._defl_data = np.array([]) + self._all_data = {} + self._reactions = None + self._loads = None + self.current_x_position = 0.0 + + self.girder_combo.blockSignals(True) + self.girder_combo.clear() + self.girder_combo.blockSignals(False) + self.girder_combo.setEnabled(False) + + def _on_girder_selected(self, girder_name: str) -> None: + """ + Slot — called when the user picks a different girder from the combo. + + Extracts force arrays for the selected girder and re-renders all + diagram panels. Silently returns if no engine is injected or the + girder name is empty. + + Parameters + ---------- + girder_name : str + Girder identifier as returned by ``engine.get_girder_keys()``, + e.g. ``"G1"`` or ``"EB1"``. + """ + if not girder_name or self._engine is None: + return + + res = self._engine.extract_member_results(girder_name, self._loadcase) + if res is None: + logger.warning( + "_on_girder_selected: extract_member_results returned None " + "for girder=%r, loadcase=%r.", + girder_name, self._loadcase, + ) + self._engine.show_blank_state( + self.canvas, f"No data for girder {girder_name!r}." + ) + return + + x_array, bmd_array, sfd_array, defl_array, all_data = res + self._x_data = np.asarray(x_array) + self._bmd_data = np.asarray(bmd_array) + self._sfd_data = np.asarray(sfd_array) + self._defl_data = np.asarray(defl_array) + self._all_data = all_data + self._reactions = self._engine.extract_reactions(self._loadcase, girder_name) + self._loads = self._engine.extract_loads(self._loadcase) + + self._plot_current_data() + + def _plot_current_data(self) -> None: + """ + Clear all axes and re-render the current cached plot arrays. + + Delegates all drawing to the engine. After rendering, updates the + RHS value panel according to the active interaction mode. + """ + if self._engine is None: + return + self._engine.clear_axes(self.canvas) + self._engine.render_plots( + self._x_data, self._bmd_data, self._sfd_data, self.canvas, + reactions=self._reactions, loads=self._loads, defl_values=self._defl_data + ) + + if self.mode_combo.currentText() == "Maximum Values": + self._show_maximums() + else: + self.fields["x"].clear() + for k in ("bmd", "sfd", "defl"): + self.fields[k].setText("-") + + def _setup_event_handling(self) -> None: + self.canvas.mpl_connect('button_press_event', self._on_click) + self.canvas.setFocusPolicy(Qt.ClickFocus) + self.canvas.mpl_connect('key_press_event', self._on_key_press) + + def move_cursor_to_x(self, x_val: float) -> None: + """ + Move the scroll cursor to an x-position and update the RHS panel. + + Safe to call at any time — silently returns if no data is loaded. + Clamps ``x_val`` to the available span so out-of-range inputs are + handled gracefully. + + Parameters + ---------- + x_val : float + Target x-position in metres. + """ + if self._x_data is None or len(self._x_data) == 0: + return + + self.current_x_position = float( + np.clip(x_val, self._x_data[0], self._x_data[-1]) + ) + + m_x = float(np.interp(self.current_x_position, self._x_data, self._bmd_data)) + v_x = float(np.interp(self.current_x_position, self._x_data, self._sfd_data)) + + # Deflection: only interpolate when PENDING-1 has been resolved and + # _defl_data is populated to match _x_data length. + d_x = ( + float(np.interp(self.current_x_position, self._x_data, self._defl_data)) + if len(self._defl_data) == len(self._x_data) + else float("nan") + ) + + self.mode_combo.blockSignals(True) + self.mode_combo.setCurrentText("Scroll for Values") + self.mode_combo.blockSignals(False) + + if self._engine is not None: + self._engine.draw_cursors( + "Scroll for Values", self.current_x_position, self._x_data, {}, self.canvas + ) + self._update_rhs_display(self.current_x_position, m_x, v_x, d_x) + + def _update_rhs_display(self, x: float, m: float, v: float, d: float) -> None: + """ + Update the four read-only value fields in the RHS panel. + + Parameters + ---------- + x : float + Cursor x-position (m). + m : float + Bending moment at x (kNm). + v : float + Shear force at x (kN). + d : float + Deflection at x (mm), or ``float('nan')`` when unavailable. + """ + self.fields["x"].setText(f"{x:.3f}") + self.fields["bmd"].setText(f"{m:.2f} kNm") + self.fields["sfd"].setText(f"{v:.2f} kN") + # nan != nan is the standard float NaN check — no math import needed. + defl_text = ( + "Unavailable" + if d != d + else f"{d:.2f} mm" + ) + self.fields["defl"].setText(defl_text) + + def _on_click(self, event) -> None: + if event.button != 1: + return + if event.inaxes in self.plot_axes: + if event.xdata is not None: + self.move_cursor_to_x(event.xdata) + self.canvas.setFocus() + + def _on_key_press(self, event) -> None: + if self.mode_combo.currentText() != "Scroll for Values": + return + + if len(self._x_data) == 0: + return + + nearest_idx = int((np.abs(self._x_data - self.current_x_position)).argmin()) + + if event.key == 'right': + next_idx = min(len(self._x_data) - 1, nearest_idx + 1) + self.move_cursor_to_x(float(self._x_data[next_idx])) + elif event.key == 'left': + prev_idx = max(0, nearest_idx - 1) + self.move_cursor_to_x(float(self._x_data[prev_idx])) + + def _on_user_x_entered(self) -> None: + text = self.fields["x"].text() + try: + val = float(text) + self.move_cursor_to_x(val) + except ValueError: + pass + + def _on_mode_changed(self, mode_text: str) -> None: + if len(self._x_data) == 0 or self._engine is None: + return + + if mode_text == "Scroll for Values": + self._engine.draw_cursors("Scroll for Values", None, self._x_data, {}, self.canvas) + self.fields["x"].clear() + for k in ["bmd", "sfd", "defl"]: + self.fields[k].setText("-") + return + + if mode_text == "Maximum Values": + self._show_maximums() + + def _show_maximums(self) -> None: + if len(self._x_data) == 0 or self._engine is None: + return + + max_dict = self._engine.compute_maximums(self._x_data, self._bmd_data, self._sfd_data, self._all_data) + + self._engine.draw_cursors("Maximum Values", None, self._x_data, max_dict, self.canvas) + + x_bmd = max_dict.get("x_M", 0.0) + x_sfd = max_dict.get("x_V", 0.0) + x_defl = max_dict.get("x_D", 0.0) + + if abs(x_bmd - x_sfd) < 1e-4: + self.fields["x"].setText(f"{x_bmd:.2f}") + else: + self.fields["x"].setText("Multiple") + + self.fields["bmd"].setText(f"max = {max_dict.get('M_max', 0.0):.2f} kNm at x = {x_bmd:.2f} m") + self.fields["sfd"].setText(f"max = {max_dict.get('V_max', 0.0):.2f} kN at x = {x_sfd:.2f} m") + + if "D_max" in max_dict: + self.fields["defl"].setText(f"max = {max_dict.get('D_max', 0.0):.2f} mm at x = {x_defl:.2f} m") + else: + self.fields["defl"].setText("Unavailable") + + self.canvas.draw_idle() \ No newline at end of file diff --git a/src/osdagbridge/desktop/ui/dialogs/steel_design.py b/src/osdagbridge/desktop/ui/dialogs/steel_design.py index 93c6a7d10..29bf9a5bf 100644 --- a/src/osdagbridge/desktop/ui/dialogs/steel_design.py +++ b/src/osdagbridge/desktop/ui/dialogs/steel_design.py @@ -1,24 +1,61 @@ from PySide6.QtWidgets import ( - QDialog, QVBoxLayout, QHBoxLayout, QTabWidget, QWidget, QSizeGrip, QSizePolicy + QDialog, QVBoxLayout, QHBoxLayout, QTabWidget, QTabBar, QWidget, QSizeGrip, + QSizePolicy, QRadioButton, QLabel, QFrame ) from PySide6.QtCore import Qt +from PySide6.QtGui import QFont, QColor from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar from osdagbridge.desktop.ui.dialogs.tabs.steel_design_details import SteelDesignDetailsTab from osdagbridge.desktop.ui.dialogs.tabs.steel_design_analysis import SteelDesignAnalysisTab from osdagbridge.desktop.ui.dialogs.tabs.steel_design_check import SteelDesignCheckTab +import numpy as np +from matplotlib.figure import Figure +from matplotlib.backends.backend_qtagg import FigureCanvasQTAgg as FigureCanvas + +from osdagbridge.core.bridge_types.plate_girder.graph_engine import GirderGraphEngine + + +# ============================================================================= +# DIALOG: Steel Design +# ============================================================================= class SteelDesign(QDialog): + """ + Main dialog window for the Steel Design module. + + Provides three tabs: + - Details : Girder geometry and section properties + - Analysis Results : Interactive BMD / SFD / Deflection plots + - Design Check : Code compliance results - def __init__(self, parent=None): - super().__init__(parent) - self._main_window = parent + The Analysis Results tab injects a matplotlib figure into the placeholder + defined by SteelDesignAnalysisTab, wires all signals, and manages the + full data pipeline from ospgrillage model discovery to plot rendering. + """ + + # ========================================================================= + # UI INITIALISATION + # ========================================================================= + + def __init__(self, parent=None, result_handler=None): + super().__init__(None) + self._main_window = parent + + # Auto-fetch if missing (handles legacy callers like output_dock) + if result_handler is None and hasattr(self._main_window, "backend"): + try: + result_handler = self._main_window.backend.get_result_handler() + except Exception: + pass + + self._result_handler = result_handler # PlateGirderAnalysisResults or None self.setObjectName("SteelDesign") self.resize(1024, 720) self.setMinimumSize(900, 520) - self.setSizeGripEnabled(True) self.init_ui() + self.setStyleSheet(""" QDialog { background-color: #ffffff; @@ -26,14 +63,19 @@ def __init__(self, parent=None): } """) + def setupWrapper(self): - self.setWindowFlags(Qt.FramelessWindowHint | Qt.WindowSystemMenuHint) + """ + Configure a frameless window with a custom title bar and a resize grip. + The content_widget acts as the root container for the tab layout. + """ + self.setWindowFlags(Qt.FramelessWindowHint | Qt.WindowSystemMenuHint | Qt.Window) main_layout = QVBoxLayout(self) main_layout.setContentsMargins(1, 1, 1, 1) main_layout.setSpacing(0) - self.title_bar = CustomTitleBar(parent=self) + self.title_bar = CustomTitleBar() self.title_bar.setTitle("Steel Design") main_layout.addWidget(self.title_bar) @@ -50,46 +92,789 @@ def setupWrapper(self): main_layout.addLayout(overlay) def init_ui(self): + """ + Build the top-level layout: tab widget containing the three main sections. + Also triggers plot canvas injection and loads existing details data. + """ self.setupWrapper() main_layout = QVBoxLayout(self.content_widget) - main_layout.setContentsMargins(8, 8, 8, 8) - main_layout.setSpacing(2) + main_layout.setContentsMargins(5, 5, 5, 5) - - - # ── Tabs ────────────────────────────────────────────────────────────── + # ── Tab widget ──────────────────────────────────────────────────────── self.tabs = QTabWidget() self.tabs.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Expanding) - self.tabs.setDocumentMode(True) - self.tabs.tabBar().setExpanding(True) - self.tabs.tabBar().setUsesScrollButtons(False) + self.stretching_tab_bar = QTabBar() + self.stretching_tab_bar.setElideMode(Qt.ElideRight) + self.tabs.setTabBar(self.stretching_tab_bar) self.tabs.setStyleSheet(""" - QTabWidget::pane { border: none; } - QTabBar { qproperty-drawBase: 0; } + QTabWidget::pane { + border: 1px solid #d1d1d1; + background-color: #ffffff; + border-radius: 6px; + } QTabBar::tab { - background: #E6E6E6; - color: black; - border: 1px solid #CCCCCC; - padding: 8px 0px; - border-radius: 8px; - margin-right: 2px; + font-weight: bold; + font-size: 12px; + background: #ffffff; + color: #3a3a3a; + border: 1px solid #d1d1d1; + padding: 10px 22px; } QTabBar::tab:selected { background: #90AF13; - color: white; - font-weight: bold; + color: #ffffff; border: 1px solid #90AF13; } - QTabBar::tab:hover { background: #DADADA; } + QTabBar::tab:hover { + background: #90AF13; + color: #ffffff; + } """) - self.details_tab = SteelDesignDetailsTab(self) - self.tabs.addTab(self.details_tab, "Details") - self.tabs.addTab(SteelDesignAnalysisTab(self), "Analysis Results") - self.tabs.addTab(SteelDesignCheckTab(self), "Design Check") + self.details_tab = SteelDesignDetailsTab(self) + self.analysis_tab = SteelDesignAnalysisTab(self) + self.check_tab = SteelDesignCheckTab(self) + + self.tabs.addTab(self.details_tab, "Details") + self.tabs.addTab(self.analysis_tab, "Analysis Results") + self.tabs.addTab(self.check_tab, "Design Check") main_layout.addWidget(self.tabs) if hasattr(self._main_window, "cad_state"): - self.details_tab.load_data(self._main_window.cad_state) \ No newline at end of file + self.details_tab.load_data(self._main_window.cad_state) + + # Inject the matplotlib canvas into the Analysis Results tab + self._setup_analysis_plots() + + def _setup_analysis_plots(self): + """ + Build and inject the matplotlib figure canvas into the Analysis Results tab. + + Responsibilities: + - Create a 4-panel figure (schematic + BMD + SFD + Deflection) + - Replace the diagram_placeholder with the canvas widget + - Replace QLineEdit side-fields with word-wrapping QLabels + - Wire all Qt and matplotlib event signals + - Initialise interaction state and data caches + """ + # ── Figure + canvas ─────────────────────────� + self.figure = Figure(figsize=(8, 6), dpi=100, facecolor='#ffffff') + self.canvas = FigureCanvas(self.figure) + + # ── Interaction mode: label + styled radio container ───────────────── + # radio_container visually matches the Component combo box: + # same border, radius, background, min-height, padding, font-size. + # ── Display Location titled card ────────────────────────────────────── + disp_card = QFrame() + disp_card.setObjectName("controlCard") + disp_card.setStyleSheet(""" + QFrame#controlCard { + background-color : white; + border : 1px solid #b0b0b0; + border-radius : 6px; + } + QLabel { + border : none; + background : transparent; + } + QRadioButton { + border : none; + background : transparent; + font-size : 11px; + color : #333333; + } + QRadioButton:focus { + outline: none; + } + QRadioButton::indicator { + width: 12px; + height: 12px; + border: 1px solid #b0b0b0; + border-radius: 6px; + background: white; + } + QRadioButton::indicator:checked { + background: #90AF13; + border: 1px solid #90AF13; + } + """) + disp_card.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Preferred) + + disp_card_layout = QVBoxLayout(disp_card) + disp_card_layout.setContentsMargins(23, 10, 14, 12) + disp_card_layout.setSpacing(4) + + disp_title = QLabel("Display Location") + disp_title.setStyleSheet( + "font-size: 13px; color: #2B2B2B; font-weight: bold;" + " background: transparent; border: none;" + ) + disp_card_layout.addWidget(disp_title) + + radio_row_widget = QWidget() + radio_row_widget.setStyleSheet( + "background: transparent; border: none;" + ) + radio_row_widget.setFixedHeight(28) # matches combo min-height so both cards are identical height + radio_row_layout = QHBoxLayout(radio_row_widget) + radio_row_layout.setContentsMargins(0, 0, 0, 0) + radio_row_layout.setSpacing(16) + + self.radio_max = QRadioButton("Maximum Values") + self.radio_scroll = QRadioButton("Scroll for Values") + self.radio_max.setChecked(True) + self.radio_max.toggled.connect(self._on_interaction_mode_changed) + self.radio_scroll.toggled.connect(self._on_interaction_mode_changed) + + radio_row_layout.addWidget(self.radio_max) + radio_row_layout.addWidget(self.radio_scroll) + radio_row_layout.addStretch() + + disp_card_layout.addWidget(radio_row_widget) + + # Add to controls_row with stretch=1 so it equals the Component card width + self.analysis_tab.controls_row.addWidget(disp_card, 1) + + # Canvas wrapper: expands to fill available space — canvas only, no extra row + canvas_wrapper = QWidget() + canvas_wrapper.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Expanding) + vbox = QVBoxLayout(canvas_wrapper) + vbox.setContentsMargins(0, 0, 0, 0) + vbox.setSpacing(0) + vbox.addWidget(self.canvas, 1) # stretch=1 so canvas claims all height + + # ── Swap placeholder with canvas wrapper ────────────────────────────── + placeholder = self.analysis_tab.diagram_placeholder + diagram_layout = placeholder.parentWidget().layout() + diagram_layout.replaceWidget(placeholder, canvas_wrapper) + placeholder.hide() + + # Give canvas_wrapper vertical priority; lock the right panel to fixed + if diagram_layout is not None: + for i in range(diagram_layout.count()): + item = diagram_layout.itemAt(i) + if item and item.widget(): + widget = item.widget() + if widget is canvas_wrapper: + diagram_layout.setStretchFactor(widget, 1) + else: + widget.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + diagram_layout.setStretchFactor(widget, 0) + + # ── Four stacked subplots ───────────────────────────────────────────── + gs = self.figure.add_gridspec(4, 1, height_ratios=[0.55, 1, 1, 1], hspace=0.70) + self.ax_scheme = self.figure.add_subplot(gs[0]) + self.ax_bmd = self.figure.add_subplot(gs[1]) + self.ax_sfd = self.figure.add_subplot(gs[2]) + self.ax_defl = self.figure.add_subplot(gs[3]) + self.figure.subplots_adjust(left=0.12, right=0.96, top=0.97, bottom=0.08) + + # ── Graph engine: owns all render/draw logic ────────────────────────── + if hasattr(self._main_window, "backend") and hasattr(self._main_window.backend, "build_graph_engine"): + self.graph_engine = self._main_window.backend.build_graph_engine( + self.figure, self.ax_scheme, self.ax_bmd, self.ax_sfd, self.ax_defl, + result_handler=self._result_handler, + ) + else: + self.graph_engine = GirderGraphEngine( + self.figure, self.ax_scheme, self.ax_bmd, self.ax_sfd, self.ax_defl, + result_handler=self._result_handler, + ) + + # Legacy compatibility shim for upstream output_dock._inject_and_plot + self.graph_engine._cached_model = None + self.graph_engine._cached_results = None + if not hasattr(self.graph_engine, "build_girder_map"): + self.graph_engine.build_girder_map = lambda: None + + # Schematic: frameless + self.ax_scheme.set_facecolor('#ffffff') + self.ax_scheme.grid(False) + for spine in self.ax_scheme.spines.values(): + spine.set_visible(False) + self.ax_scheme.set_yticks([]) + self.ax_scheme.set_ylabel("") + + # Data axes: show all four spines as a visible frame + for ax in (self.ax_bmd, self.ax_sfd, self.ax_defl): + ax.set_facecolor('#ffffff') + ax.grid(False) + for spine in ax.spines.values(): + spine.set_visible(True) + spine.set_linewidth(0.8) + spine.set_color('#cccccc') + ax.set_yticks([]) + ax.set_ylabel("") + ax.axhline(0, color='black', linewidth=0, clip_on=True) + + self.ax_defl.invert_yaxis() + + # ── Side-fields: swap QLineEdit → QLabel for multi-line HTML display ── + # Spacers are now baked as fixed addSpacing() in steel_design_analysis.py — + # this loop only performs the widget swap; no spacer manipulation needed. + _VALUE_LABEL_STYLE = """ + QLabel { + background-color: #f4f4f4; + border: 1px solid black; + border-radius: 5px; + color: #000000; + font-size: 11px; + padding: 1px 7px; + } + """ + + for key, field in list(self.analysis_tab.x_fields.items()): + lbl = QLabel() + lbl.setAlignment(Qt.AlignCenter) + lbl.setWordWrap(True) + lbl.setMinimumWidth(110) + lbl.setStyleSheet(_VALUE_LABEL_STYLE) + lbl.setSizePolicy(QSizePolicy.Preferred, QSizePolicy.Fixed) + + parent_widget = field.parentWidget() + if parent_widget and parent_widget.layout(): + parent_layout = parent_widget.layout() + for i in range(parent_layout.count()): + item = parent_layout.itemAt(i) + if item and item.layout(): + sub_layout = item.layout() + for j in range(sub_layout.count()): + if sub_layout.itemAt(j).widget() == field: + sub_layout.replaceWidget(field, lbl) + field.hide() + field.deleteLater() + self.analysis_tab.x_fields[key] = lbl + break + + # Apply uniform alignment/policy to all result and position fields + all_rhs_fields = ( + list(self.analysis_tab.result_fields.values()) + + list(self.analysis_tab.x_fields.values()) + + [getattr(self.analysis_tab, "x_input", None)] + ) + for field in all_rhs_fields: + if field: + field.setAlignment(Qt.AlignCenter) + field.setSizePolicy(QSizePolicy.Preferred, QSizePolicy.Fixed) + + # ── Signal wiring ───────────────────────────────────────────────────── + self.tabs.currentChanged.connect(self._on_tab_changed) + self.analysis_tab.member_combo.currentIndexChanged.connect(self._update_analysis_plots) + self.analysis_tab.load_combo.currentIndexChanged.connect(self._on_load_combo_changed) + if hasattr(self.analysis_tab, "component_combo"): + self.analysis_tab.component_combo.currentIndexChanged.connect(self._update_analysis_plots) + self.analysis_tab.component_combo.currentIndexChanged.connect( + self.analysis_tab.update_rhs_labels + ) + self.canvas.mpl_connect('button_press_event', self._on_canvas_click) + self.canvas.mpl_connect('key_press_event', self._on_key_press) + self.canvas.setFocusPolicy(Qt.StrongFocus) + + # ── Interactive cursor state ────────────────────────────────────────── + self._current_x = None + self._current_bmd = None + self._current_sfd = None + self._current_defl = None + self._cursor_lines = [] + self._cursor_x = None # exact x position (may be between nodes) + + # ── UI initialisation state ─────────────────────────────────────────── + self._data_initialized = False + + # ========================================================================= + # EVENT HANDLERS + # ========================================================================= + + def _on_tab_changed(self, index): + """ + Entry point for the Analysis Results tab (index 1). + Populates dropdowns on first visit, then triggers a plot render. + All data comes from the injected PlateGirderAnalysisResults instance. + """ + if index != 1: + return + + if self._result_handler is None: + self.graph_engine.show_blank_state( + self.canvas, + "Run Design first to see analysis results." + ) + return + + if not self._data_initialized: + self._populate_member_combo() + self._populate_load_combo() + self._data_initialized = True + + self._update_analysis_plots() + + @property + def _interaction_mode(self) -> str: + """Return the active display mode based on radio button selection.""" + return "Maximum Values" if getattr(self, "radio_max", None) and self.radio_max.isChecked() else "Scroll for Values" + + def _on_interaction_mode_changed(self, checked=None): + """ + Respond to radio button selection changes. + Resets cursor to position 0 when switching to Scroll for Values mode, + then refreshes the right-panel fields and redraws cursor lines. + """ + if checked is False: + return + if self._interaction_mode == "Scroll for Values": + self._cursor_idx = 0 + self._cursor_x = None + self._update_right_panel_for_mode() + self.graph_engine.draw_cursors( + self._interaction_mode, + getattr(self, '_cursor_x', None), + self._current_x, + getattr(self, '_current_max_dict', {}), + self.canvas, + ) + + def _on_canvas_click(self, event): + """ + Handle mouse clicks on the matplotlib canvas. + In Scroll for Values mode, moves the cursor to the exact click x-position + (clamped to the girder span) and interpolates BMD / SFD / Deflection values. + Works for any x, not just mesh node positions. + """ + if self._interaction_mode != "Scroll for Values": + return + if event.xdata is None or self._current_x is None: + return + + # Accept any x within the span; values are interpolated in _update_right_panel_for_mode + self._cursor_x = float(np.clip(event.xdata, self._current_x[0], self._current_x[-1])) + # Track nearest node index for arrow-key navigation continuity + idx = int(np.searchsorted(self._current_x, self._cursor_x, side='right')) - 1 + self._cursor_idx = max(0, min(len(self._current_x) - 1, idx)) + + self._update_right_panel_for_mode() + self.graph_engine.draw_cursors( + self._interaction_mode, + getattr(self, '_cursor_x', None), + self._current_x, + getattr(self, '_current_max_dict', {}), + self.canvas, + ) + + def _on_key_press(self, event): + """ + Move the interactive cursor left or right through structural nodes + using the arrow keys. Each step snaps to the next/previous node. + Only active in Scroll for Values mode. + """ + if self._interaction_mode != "Scroll for Values": + return + if self._current_x is None: + return + + idx = getattr(self, "_cursor_idx", 0) + if event.key == "left": + self._cursor_idx = max(0, idx - 1) + elif event.key == "right": + self._cursor_idx = min(len(self._current_x) - 1, idx + 1) + else: + return + + # Arrow keys snap exactly to node positions + self._cursor_x = float(self._current_x[self._cursor_idx]) + self._update_right_panel_for_mode() + self.graph_engine.draw_cursors( + self._interaction_mode, + getattr(self, '_cursor_x', None), + self._current_x, + getattr(self, '_current_max_dict', {}), + self.canvas, + ) + + + + # ========================================================================= + # LOAD COMBO CHANGE HANDLER + # ========================================================================= + + def _on_load_combo_changed(self, index: int) -> None: + """ + Called when the load combination dropdown selection changes. + + If the user navigates onto a category header item (which is + disabled / non-selectable), this handler automatically advances + the selection to the next real load case in the appropriate + direction, then delegates to ``_update_analysis_plots``. + """ + combo = self.analysis_tab.load_combo + model = combo.model() + n = combo.count() + + if n == 0: + return + + # Check whether the current item is a non-selectable header + item = model.item(index) if model and 0 <= index < n else None + if item and not item.isEnabled(): + # Try scanning forward first, then backward + for direction in (+1, -1): + candidate = index + direction + while 0 <= candidate < n: + cand_item = model.item(candidate) + if cand_item and cand_item.isEnabled(): + combo.blockSignals(True) + combo.setCurrentIndex(candidate) + combo.blockSignals(False) + break + candidate += direction + else: + continue + break # found a valid candidate — stop scanning + return # setCurrentIndex will re-trigger this slot + + self._update_analysis_plots() + + # ========================================================================= + # DROPDOWN POPULATION HELPERS + # ========================================================================= + + def _populate_member_combo(self): + """Populate the member dropdown with human-readable girder names.""" + def _girder_display_name(key: str, idx: int) -> str: + """ + Map raw BFS girder key to a human-readable dropdown label. + EB1/EB2 → 'Edge Beam 1' / 'Edge Beam 2' + G1…Gn → 'Girder 1' … 'Girder n' + Anything else → key as-is (safe fallback) + """ + if key == "EB1": + return "Edge Beam 1" + if key == "EB2": + return "Edge Beam 2" + if key.startswith("G") and key[1:].isdigit(): + return f"Girder {key[1:]}" + return key # fallback: show raw key + + combo = self.analysis_tab.member_combo + combo.blockSignals(True) + combo.clear() + for idx, key in enumerate(self.graph_engine.get_girder_keys()): + combo.addItem(_girder_display_name(key, idx), userData=key) + combo.blockSignals(False) + + # ── Category-header helper ──────────────────────────────────────────────── + @staticmethod + def _add_combo_header(combo, text: str) -> None: + """ + Add a non-selectable bold category header to *combo*. + The item is styled to look like a section separator. + """ + combo.addItem(text) + model = combo.model() + idx = combo.count() - 1 + item = model.item(idx) + if item: + item.setEnabled(False) + f = QFont() + f.setBold(True) + f.setPointSize(9) + item.setFont(f) + item.setForeground(QColor("#6c6c6c")) + + def _populate_load_combo(self): + """ + Populate the load combination dropdown from the actual load cases + present in the cached results, grouped into three categories: + + ── Dead Loads ── + girder self weight + Deck slab load + … + ── Static Vehicle Loads ── + Case1 ClassA L1 + … + ── Moving Vehicle Loads ── + Moving Case1 ClassA L1 at global position … + … + + Category headers are bold and non-selectable. Each group is only + added when it contains at least one item. The first real (selectable) + load case is selected after population. + """ + combo = self.analysis_tab.load_combo + classified = self.graph_engine.get_classified_loadcases() + + dead_lcs = classified.get("dead", []) + static_lcs = classified.get("vehicle_static", []) + moving_lcs = classified.get("vehicle_moving", []) + + # Ensure 'girder self weight' is first among dead loads + preferred = "girder self weight" + if preferred in dead_lcs: + dead_lcs.remove(preferred) + dead_lcs = [preferred] + dead_lcs + + combo.blockSignals(True) + combo.clear() + + first_selectable_idx = None + + # ── Dead Loads ──────────────────────────────────────────────────────── + if dead_lcs: + self._add_combo_header(combo, "── Dead Loads ──") + for lc in dead_lcs: + combo.addItem(lc) + if first_selectable_idx is None: + first_selectable_idx = combo.count() - 1 + + # ── Static Vehicle Loads ────────────────────────────────────────────── + if static_lcs: + self._add_combo_header(combo, "── Static Vehicle Loads ──") + for lc in static_lcs: + combo.addItem(lc) + if first_selectable_idx is None: + first_selectable_idx = combo.count() - 1 + + # ── Moving Vehicle Loads ────────────────────────────────────────────── + if moving_lcs: + self._add_combo_header(combo, "── Moving Vehicle Loads ──") + for lc in moving_lcs: + combo.addItem(lc) + if first_selectable_idx is None: + first_selectable_idx = combo.count() - 1 + + # Select the first real item so nothing tries to look up a header + if first_selectable_idx is not None: + combo.setCurrentIndex(first_selectable_idx) + elif combo.count() > 0: + combo.setCurrentIndex(0) + + combo.blockSignals(False) + + # ========================================================================= + # PLOT RENDERING + # ========================================================================= + + def _update_analysis_plots(self, *_args): + """ + Master orchestrator called when the girder, load combination, or component + selection changes. Delegates data extraction and peak computation to the + graph engine, then renders all plots and refreshes the right-hand panel. + """ + engine = self.graph_engine + + if self._result_handler is None: + engine.show_blank_state(self.canvas) + return + + combo = self.analysis_tab.member_combo + member_key = combo.currentData() or combo.currentText() + loadcase = self.analysis_tab.load_combo.currentText() + + # Reject header/separator items (they start with '──') + if not loadcase or loadcase.startswith("──"): + return + + if not member_key or not self.graph_engine.get_girder_keys(): + return + + # ── Determine active component ──────────────────────────────────────── + comp_idx = 0 + if hasattr(self.analysis_tab, "component_combo"): + comp_idx = self.analysis_tab.component_combo.currentIndex() + + # Maps: (bmd_force_key, sfd_force_key, defl_disp_key, rhs_labels, max_field_keys) + # rhs_labels use HTML subscripts for the side-row label text + _COMPONENT_CFG = [ + # Major + ("Mz_i", "Vy_i", "dy", + ("Mz (kNm)", "Vy (kN)", "Dy (mm)"), + ("M_z", "V_y", "D_y")), + # Minor + ("My_i", "Vz_i", "dz", + ("My (kNm)", "Vz (kN)", "Dz (mm)"), + ("M_y", "V_z", "D_z")), + # Axial + ("Mx_i", "Fx_i", "dx", + ("Mx (kNm)", "Fx (kN)", "Dx (mm)"), + ("M_x", "F_x", "D_x")), + ] + bmd_key, sfd_key, defl_key, rhs_labels, max_keys = _COMPONENT_CFG[min(comp_idx, 2)] + + result = engine.extract_member_results(member_key, loadcase, bmd_key, sfd_key) + if result is None: + engine.show_blank_state(self.canvas) + return + + xs, bmd_values, sfd_values, defl_values, all_data = result + self._current_x = xs + self._current_bmd = bmd_values + self._current_sfd = sfd_values + self._current_defl = defl_values + + self._current_max_dict = engine.compute_maximums( + xs, bmd_values, sfd_values, all_data + ) + + # ── Append support reactions to dict ────────────────────────────────── + try: + if len(sfd_values) >= 2: + # The first value is the shear strictly at the left support (x=0) + # The second-to-last value is the shear at the right support (x=L) + # (since the very last value at index -1 was padded with 0.0) + self._current_max_dict["R_A"] = float(abs(sfd_values[0])) + self._current_max_dict["R_B"] = float(abs(sfd_values[-2])) + except Exception: + pass + + # ── Update RHS field labels to match the active component ───────────── + # Rebuild x_fields mapping so that _update_right_panel_for_mode uses + # the correct keys regardless of which component is selected. + fields = list(self.analysis_tab.x_fields.values()) + new_keys = list(max_keys) # e.g. ["M_z", "V_y", "D_y"] + self.analysis_tab.x_fields = dict(zip(new_keys, fields)) + + # Update the side-row label widgets text + lbl_texts = list(rhs_labels) + for field, lbl_text in zip(fields, lbl_texts): + parent_widget = field.parentWidget() + if parent_widget and parent_widget.layout(): + sub = parent_widget.layout() + for j in range(sub.count()): + w = sub.itemAt(j).widget() if sub.itemAt(j) else None + if isinstance(w, QLabel) and w is not field: + w.setText(lbl_text) + break + + self._current_max_keys = max_keys + + engine.clear_axes(self.canvas) + + # ── Gather reactions for scheme label overlay ───────────────────────────── + _reactions = None + try: + _reactions = engine.extract_reactions(loadcase, member_key) + except Exception: + pass # Non-fatal: scheme renders without reaction labels + + # ── Gather load descriptors for scheme load overlay ─────────────────────── + _loads = None + try: + _loads = engine.extract_loads(loadcase) or None + except Exception: + pass # Non-fatal: scheme renders without load overlays + + engine.render_plots( + xs, bmd_values, sfd_values, self.canvas, + reactions=_reactions, + loads=_loads, + defl_values=defl_values, + ) + self._update_value_fields(self._current_max_dict, max_keys) + self._on_interaction_mode_changed() + + # ========================================================================= + # UI UPDATE HELPERS + # ========================================================================= + + def _update_value_fields(self, max_dict, max_keys=None): + """ + Populate the left-panel summary result fields with the computed maximum + values for all components. + """ + mapping = [ + # Units stripped from value text — unit is shown in the row label. + ("T_x", "T_x", "{:.2f}"), + ("M_y", "M_y", "{:.2f}"), + ("M_z", "M_z", "{:.2f}"), + ("F_x", "F_x", "{:.2f}"), + ("V_y", "V_y", "{:.2f}"), + ("V_z", "V_z", "{:.2f}"), + ("D_x", "D_x", "{:.2f}"), + ("D_y", "D_y", "{:.2f}"), + ("D_z", "D_z", "{:.2f}"), + ("R_A", "R_A", "{:.2f}"), + ("R_B", "R_B", "{:.2f}"), + ] + for dict_key, field_key, fmt in mapping: + if field_key in self.analysis_tab.result_fields: + val = max_dict.get(dict_key, 0.0) + self.analysis_tab.result_fields[field_key].setText(fmt.format(val)) + + def _update_right_panel_for_mode(self): + """ + Refresh the right-column position/value labels based on the active mode. + + Maximum Values mode : shows each diagram's peak value and x-position + on two lines; expands label height to 55 px. + Interactive mode : shows the value at the current cursor index + on a single line; compresses label height to 35 px. + + This method is component-agnostic: it reads x_fields keys that are + remapped by _update_analysis_plots whenever the component changes. + """ + if self._current_x is None: + return + + mode = self._interaction_mode + xf = self.analysis_tab.x_fields # {bmd_key: label, sfd_key: label, defl_key: label} + keys = list(xf.keys()) # [bmd_key, sfd_key, defl_key] + + # Unit suffix helpers for single-line interactive labels + def _unit(k): + if k.startswith("D"): + return "mm" + elif k.startswith("M"): + return "kNm" + return "kN" + + if mode == "Maximum Values": + max_d = getattr(self, "_current_max_dict", {}) + vals = [max_d.get("M_max", 0.0), max_d.get("V_max", 0.0), max_d.get("D_max", 0.0)] + x_pos = [max_d.get("x_M", 0.0), max_d.get("x_V", 0.0), max_d.get("x_D", 0.0)] + # Value unit stripped — shown in row label ("M_z (kNm)" etc.). + # Position '... at x = N.NN m' keeps 'm' (positional context, not force unit). + fmts = ["{:.2f}
at x = {x:.2f} m", + "{:.2f}
at x = {x:.2f} m", + "{:.2f}
at x = {x:.2f} m"] + + if hasattr(self.analysis_tab, "x_input"): + self.analysis_tab.x_input.setText("Multiple") + self.analysis_tab.x_input.setFixedHeight(55) + + for key, val, xp, fmt in zip(keys, vals, x_pos, fmts): + if key in xf: + xf[key].setFixedHeight(55) + xf[key].setText(fmt.format(val, x=xp)) + + else: # "Scroll for Values" + # Use the exact cursor x-position (set by click or arrow key). + # Fall back to node 0 if not yet set. + cx = getattr(self, "_cursor_x", None) + if cx is None: + self._cursor_idx = getattr(self, "_cursor_idx", 0) + self._cursor_idx = max(0, min(len(self._current_x) - 1, self._cursor_idx)) + cx = float(self._current_x[self._cursor_idx]) + self._cursor_x = cx + + # Linearly interpolate each diagram at the exact cursor x + interp_data = [self._current_bmd, self._current_sfd] + # Only include deflection if it's a real array, not None + if self._current_defl is not None and len(self._current_defl) == len(self._current_x): + interp_data.append(self._current_defl) + else: + interp_data.append(np.zeros_like(self._current_x)) + + # Value unit stripped — shown in row label. Precision unchanged. + fmts_scalar = ["{:.2f}", "{:.2f}", "{:.2f}"] + + if hasattr(self.analysis_tab, "x_input"): + self.analysis_tab.x_input.setText(f"{cx:.2f}") # numerical position only + self.analysis_tab.x_input.setFixedHeight(35) + + for key, data, fmt in zip(keys, interp_data, fmts_scalar): + if key in xf: + val = float(np.interp(cx, self._current_x, data)) + xf[key].setFixedHeight(35) + xf[key].setText(fmt.format(val)) \ No newline at end of file diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_analysis.py b/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_analysis.py index 7438384db..cb9248cf9 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_analysis.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_analysis.py @@ -1,23 +1,23 @@ +from __future__ import annotations from PySide6.QtWidgets import ( QWidget, QVBoxLayout, QHBoxLayout, - QGridLayout, QLabel, QLineEdit, QFrame, QSizePolicy, - QSpacerItem, + QGroupBox, ) from PySide6.QtCore import Qt from osdagbridge.desktop.ui.docks.output_dock import ( NoScrollComboBox, ) -from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style from osdagbridge.desktop.ui.utils.styled_scroll_area import StyledScrollArea -# From load_combination_tab.py defaults + output_dock +# Fallback load combination labels used to pre-populate the dropdown before +# live load cases are discovered from the analyser results. LOAD_COMBINATIONS = [ "Envelope", "DL + LL", @@ -26,15 +26,146 @@ "WL", "EL", "IMF", "TL", ] +# Design tokens — copied verbatim from output_dock.apply_field_style() +# so every control matches the rest of the OsdagBridge application. + +# Read-only result fields (grey background, black border like main app) +_FIELD_STYLE = """ + QLineEdit { + padding: 1px 7px; + border: 1px solid black; + border-radius: 5px; + background-color: #f4f4f4; + color: #000000; + font-size: 11px; + font-weight: normal; + } +""" + +# Interactive field — e.g. the x-position field (white, editable) +_FIELD_STYLE_WHITE = """ + QLineEdit { + padding: 1px 7px; + border: 1px solid black; + border-radius: 5px; + background-color: white; + color: #000000; + font-size: 11px; + font-weight: normal; + } +""" + +# Combo box — exact match for output_dock.apply_field_style(QComboBox) +_COMBO_STYLE = """ + QComboBox { + padding: 1px 7px; + border: 1px solid black; + border-radius: 5px; + background-color: white; + color: black; + font-size: 11px; + min-height: 28px; + } + QComboBox::drop-down { + subcontrol-origin: padding; + subcontrol-position: top right; + border-left: 0px; + } + QComboBox::down-arrow { + image: url(:/vectors/arrow_down_light.svg); + width: 20px; + height: 20px; + margin-right: 8px; + } + QComboBox::down-arrow:on { + image: url(:/vectors/arrow_up_light.svg); + width: 20px; + height: 20px; + margin-right: 8px; + } + QComboBox QAbstractItemView { + background-color: white; + border: 1px solid black; + outline: none; + } + QComboBox QAbstractItemView::item { + color: black; + background-color: white; + border: 1px solid white; + border-radius: 0; + padding: 2px; + } + QComboBox QAbstractItemView::item:hover { + border: 1px solid #90AF13; + background-color: #90AF13; + color: black; + } + QComboBox QAbstractItemView::item:selected { + background-color: #90AF13; + color: black; + border: 1px solid #90AF13; + } +""" + +# Outer panel/card borders — same grey as input/output docks +_CARD_STYLE = ( + "QFrame#girderCard { " + "background-color: white; " + "border: 1px solid #b0b0b0; " + "border-radius: 6px; " + "}" +) + +# Inner QGroupBox (Support Reactions / Maximum Values) — matches _analysis_group_style +_GROUP_STYLE = """ + QGroupBox { + font-weight: bold; + font-size: 11px; + color: #000000; + border: 1px solid #b0b0b0; + border-radius: 6px; + margin-top: 8px; + padding-top: 14px; + background-color: white; + } + QGroupBox::title { + subcontrol-origin: margin; + subcontrol-position: top left; + left: 8px; + padding: 0 4px; + background-color: #f5f5f5; + } +""" + +# Fixed width for form-row labels — keeps all input fields left-aligned at the same x offset. +_LABEL_MIN_W = 130 + class SteelDesignAnalysisTab(QWidget): + """ + Analysis Results tab for the Steel Design dialog. + + Layout + ────── + QScrollArea + └── container (QVBoxLayout) + └── main_row (QHBoxLayout) + ├── left_panel (fixed 350 px) + │ ├── Selection card [Member ID | Load Combination] + │ └── Results card [Support Reactions | Maximum Values] + └── diagram_card (expanding) + ├── controls_row [Component card | Display Location card] + ├── separator + └── inner_row + ├── diagram_placeholder (FigureCanvas injected at runtime) + └── right_col [x_input | M_z | V_y | D_y] + """ def __init__(self, parent=None): self.result_fields = {} self.x_fields = {} super().__init__(parent) - self.setStyleSheet("background-color: white;") main_layout = QVBoxLayout(self) @@ -46,14 +177,12 @@ def __init__(self, parent=None): container = QWidget() container.setStyleSheet("background-color: white;") - # Same margins/spacing as girder_details_tab content_layout container_layout = QVBoxLayout(container) container_layout.setContentsMargins(10, 10, 10, 10) - container_layout.setSpacing(12) + container_layout.setSpacing(6) - # ── MAIN ROW ───────────────────────────────────────────────────────── main_row = QHBoxLayout() - main_row.setSpacing(12) + main_row.setSpacing(10) main_row.setContentsMargins(0, 0, 0, 0) main_row.addWidget(self._build_left_panel(), 0) @@ -65,230 +194,392 @@ def __init__(self, parent=None): scroll_area.setWidget(container) main_layout.addWidget(scroll_area) - # ── HELPERS — exact girder_details_tab pattern ─────────────────────────── + # ───────────────────────────────────────────────────────────────────────── + # WIDGET FACTORY HELPERS + # ───────────────────────────────────────────────────────────────────────── - def _create_card_frame(self): - """Outer card — same as GirderDetailsTab._create_card_frame.""" + def _card_frame(self): + """Outer panel card — consistent grey rounded border.""" frame = QFrame() frame.setObjectName("girderCard") - frame.setStyleSheet( - "QFrame#girderCard { background-color: white; border: 1px solid #cfcfcf; border-radius: 10px; }" - ) + frame.setStyleSheet(_CARD_STYLE) return frame - def _create_label(self, text): - """Section title — same as GirderDetailsTab._create_label.""" - label = QLabel(text) - label.setStyleSheet( - "font-size: 12px; color: #2f2f2f; font-weight: 600; background: transparent;" + def _section_title(self, text): + """Bold section header — matches label style in other docks.""" + lbl = QLabel(text) + lbl.setStyleSheet( + "font-size: 13px; color: #2B2B2B; font-weight: bold; background: transparent; border: none;" ) - label.setAutoFillBackground(False) - return label + return lbl - def _create_small_label(self, text): - """Row label — same as GirderDetailsTab._create_small_label.""" - label = QLabel(text) - label.setTextFormat(Qt.RichText) - label.setStyleSheet("font-size: 10px; color: #5a5a5a; background: transparent;") - label.setAutoFillBackground(False) - return label + def _row_label(self, text): + """Left-column label for a form row.""" + lbl = QLabel(text) + lbl.setTextFormat(Qt.RichText) + lbl.setStyleSheet("font-size: 11px; color: #333333; background: transparent;") + lbl.setFixedWidth(_LABEL_MIN_W) + lbl.setAlignment(Qt.AlignVCenter | Qt.AlignLeft) + return lbl def _side_label(self, text): - """Short label beside diagram fields.""" + """Label shown beside RHS diagram value fields.""" lbl = QLabel(text) lbl.setTextFormat(Qt.RichText) - lbl.setStyleSheet("font-size: 10px; color: #5a5a5a; background: transparent;") - lbl.setFixedWidth(40) + lbl.setStyleSheet( + "font-size: 11px; color: #333333; background: transparent;" + ) + lbl.setSizePolicy(QSizePolicy.Preferred, QSizePolicy.Fixed) + lbl.setAlignment(Qt.AlignRight | Qt.AlignVCenter) return lbl - def _make_grid(self): - grid = QGridLayout() - grid.setContentsMargins(0, 0, 0, 0) - grid.setHorizontalSpacing(16) - grid.setVerticalSpacing(12) - grid.setColumnMinimumWidth(0, 180) - grid.setColumnStretch(0, 0) - grid.setColumnStretch(1, 0) - grid.setColumnStretch(2, 1) - return grid - def _readonly_field(self): + """Read-only result field — fixed 28×160 px to match every other form field.""" field = QLineEdit() field.setReadOnly(True) - field.setFixedWidth(150) - field.setMinimumHeight(28) + field.setFixedHeight(28) + field.setFixedWidth(160) field.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) - apply_field_style(field) + field.setStyleSheet(_FIELD_STYLE) + field.setAlignment(Qt.AlignCenter) return field def _side_field(self): + """Compact read-only field displayed beside the plots.""" field = QLineEdit() field.setReadOnly(True) - field.setFixedWidth(120) - field.setMinimumHeight(28) - field.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) - apply_field_style(field) + field.setFixedHeight(28) + field.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) + field.setAlignment(Qt.AlignCenter) + field.setStyleSheet(_FIELD_STYLE) return field - def _add_row(self, grid, row, text, widget): - grid.addWidget(self._create_small_label(text), row, 0, Qt.AlignLeft | Qt.AlignVCenter) - grid.addWidget(widget, row, 1, Qt.AlignLeft | Qt.AlignVCenter) - return row + 1 + def _styled_combo(self, width=160): + """Combo box styled identically to output_dock.apply_field_style.""" + combo = NoScrollComboBox() + if width > 0: + combo.setFixedWidth(width) + combo.setFixedHeight(28) + combo.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) + combo.setStyleSheet(_COMBO_STYLE) + return combo + + def _form_row(self, label_text, widget, layout): + """ + Append a (label, widget) row to *layout* as a QHBoxLayout. + Fixed-width label ensures all field widgets start at the same x offset. + """ + row = QHBoxLayout() + row.setSpacing(8) + row.setContentsMargins(0, 0, 0, 0) + row.addWidget(self._row_label(label_text)) + row.addWidget(widget) + row.addStretch() + layout.addLayout(row) + + def _diagram_side_row(self, label_widget, field_widget): + """Return a QHBoxLayout with a fixed-width right-aligned label + field.""" + row = QHBoxLayout() + row.setSpacing(4) + row.setContentsMargins(0, 2, 0, 2) + row.addWidget(label_widget, 0) # label: fixed to its natural size + row.addWidget(field_widget, 1) # widget: takes all remaining width + return row - # ── LEFT PANEL ──────────────────────────────────────────────────────────── + # ───────────────────────────────────────────────────────────────────────── + # LEFT PANEL + # ───────────────────────────────────────────────────────────────────────── def _build_left_panel(self): + """Build the fixed-width left panel containing the selection and results cards.""" panel = QWidget() panel.setStyleSheet("background-color: transparent;") - panel.setFixedWidth(360) + # Width = 350: leaves 350-26(card margins)-22(groupbox border+margins)=302px + # for 130(label)+8(spacing)+160(field)=298px — 4px breathing room each side + panel.setFixedWidth(350) panel.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Preferred) layout = QVBoxLayout(panel) layout.setContentsMargins(0, 0, 0, 0) - layout.setSpacing(12) + layout.setSpacing(10) - # ── Selection card ──────────────────────────────────────────────────── - sel_card = self._create_card_frame() + # ── Selection card ──────────────────────────────────────────── + sel_card = self._card_frame() sel_layout = QVBoxLayout(sel_card) - sel_layout.setContentsMargins(18, 16, 18, 16) - sel_layout.setSpacing(10) - sel_layout.addWidget(self._create_label("Selection:")) - - sel_grid = self._make_grid() + # Left margin = 23 to match effective indent of Results group box fields: + # Results: card_L(12) + groupbox_border(1) + groupbox_margin_L(10) = 23px + sel_layout.setContentsMargins(23, 10, 14, 12) + sel_layout.setSpacing(8) + sel_layout.addWidget(self._section_title("Select Member")) - self.member_combo = NoScrollComboBox() - apply_field_style(self.member_combo) - self.member_combo.setFixedWidth(150) - self.member_combo.setMinimumHeight(28) - self.member_combo.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + self.member_combo = self._styled_combo() self.member_combo.addItems(["All", "Girder 1", "Girder 2"]) - self.load_combo = NoScrollComboBox() - apply_field_style(self.load_combo) - self.load_combo.setFixedWidth(150) - self.load_combo.setMinimumHeight(28) - self.load_combo.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + self.load_combo = self._styled_combo() self.load_combo.addItems(LOAD_COMBINATIONS) - r = 0 - r = self._add_row(sel_grid, r, "Member ID:", self.member_combo) - r = self._add_row(sel_grid, r, "Load Combination:", self.load_combo) - sel_layout.addLayout(sel_grid) + self._form_row("Member ID:", self.member_combo, sel_layout) + self._form_row("Load Combination:", self.load_combo, sel_layout) + layout.addWidget(sel_card) - # ── Results card ────────────────────────────────────────────────────── - res_card = self._create_card_frame() + # ── Results card ────────────────────────────────────────────── + res_card = self._card_frame() res_layout = QVBoxLayout(res_card) - res_layout.setContentsMargins(18, 16, 18, 16) - res_layout.setSpacing(10) - res_layout.addWidget(self._create_label("Results:")) - - res_grid = self._make_grid() - r = 0 + res_layout.setContentsMargins(12, 10, 14, 12) + res_layout.setSpacing(8) + res_layout.addWidget(self._section_title("Results")) + + # Support Reactions sub-group + reac_group = QGroupBox("Support Reactions") + reac_group.setStyleSheet(_GROUP_STYLE) + reac_inner = QVBoxLayout(reac_group) + reac_inner.setContentsMargins(10, 8, 10, 10) + reac_inner.setSpacing(8) + for key, label in [ + ("R_A", "RA (kN)"), + ("R_B", "RB (kN)"), + ]: + field = self._readonly_field() + self.result_fields[key] = field + # Build the row manually so we can force font-weight: normal + # on the label, overriding QGroupBox bold cascade. + row_lbl = self._row_label(label) + row_lbl.setStyleSheet( + "font-size: 11px; font-weight: normal; " + "color: #333333; background: transparent;" + ) + row = QHBoxLayout() + row.setSpacing(8) + row.setContentsMargins(0, 0, 0, 0) + row.addWidget(row_lbl) + row.addWidget(field) + row.addStretch() + reac_inner.addLayout(row) + + # Maximum Values sub-group + max_group = QGroupBox("Maximum Values") + max_group.setStyleSheet(_GROUP_STYLE) + max_inner = QVBoxLayout(max_group) + max_inner.setContentsMargins(8, 8, 8, 10) + max_inner.setSpacing(8) for key, label in [ - ("R_A", "RA"), - ("R_B", "RB"), - ("M_max", "Mmax"), - ("V_max", "Vmax"), - ("D_max", "Dmax"), + ("T_x", "Tx (kNm)"), + ("M_y", "My (kNm)"), + ("M_z", "Mz (kNm)"), + ("F_x", "Fx (kN)"), + ("V_y", "Vy (kN)"), + ("V_z", "Vz (kN)"), + ("D_x", "Dx (mm)"), + ("D_y", "Dy (mm)"), + ("D_z", "Dz (mm)"), ]: field = self._readonly_field() - r = self._add_row(res_grid, r, label, field) self.result_fields[key] = field + self._form_row(label, field, max_inner) - res_layout.addLayout(res_grid) + res_layout.addWidget(reac_group) + res_layout.addWidget(max_group) layout.addWidget(res_card) layout.addStretch() return panel - # ── DIAGRAM SECTION ─────────────────────────────────────────────────────── + # ───────────────────────────────────────────────────────────────────────── + # DIAGRAM SECTION + # ───────────────────────────────────────────────────────────────────────── def _build_diagram_section(self): """ - Diagram and right-side fields sit side-by-side with NO outer card — - the diagram placeholder itself is the visual element. + Right-hand panel containing: + 1. top_bar — Component combo + Display Location group, both centered + 2. separator + 3. inner_row — FigureCanvas placeholder + RHS value column """ - wrapper = QWidget() - wrapper.setStyleSheet("background: transparent;") - wrapper.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Expanding) + card = self._card_frame() + card.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Expanding) + + card_layout = QVBoxLayout(card) + card_layout.setContentsMargins(12, 10, 24, 12) # 24px right margin keeps all content off the scrollbar + card_layout.setSpacing(6) + + # ── Component titled card ───────────────────────────────────── + comp_card = QFrame() + comp_card.setObjectName("controlCard") + comp_card.setStyleSheet(""" + QFrame#controlCard { + background-color : white; + border : 1px solid #b0b0b0; + border-radius : 6px; + } + QLabel { + border : none; + background : transparent; + } + """) + comp_card.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Preferred) + # Height is allowed to adapt; QHBoxLayout will ensure disp_card matches - inner_row = QHBoxLayout(wrapper) - inner_row.setSpacing(12) + comp_card_layout = QVBoxLayout(comp_card) + comp_card_layout.setContentsMargins(23, 10, 14, 12) + comp_card_layout.setSpacing(4) + + comp_title = QLabel("Component") + comp_title.setStyleSheet( + "font-size: 13px; color: #2B2B2B; font-weight: bold;" + " background: transparent; border: none;" + ) + comp_card_layout.addWidget(comp_title) + + self.component_combo = NoScrollComboBox() + self.component_combo.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) + self.component_combo.setStyleSheet(_COMBO_STYLE) + self.component_combo.addItems([ + "Major (Mz, Vy, Dy)", + "Minor (My, Vz, Dz)", + "Axial (Tx, Fx, Dx)", + ]) + comp_card_layout.addWidget(self.component_combo) + + # ── Display Location titled card placeholder ────────────────── + # SteelDesign._setup_analysis_plots() will build and inject this card. + # We store a reference point so SteelDesign knows where to insert it. + self.disp_card_placeholder = None # filled at runtime + + # ── Controls row: two equal cards side by side ──────────────── + self.controls_row = QHBoxLayout() + self.controls_row.setContentsMargins(0, 0, 0, 0) + self.controls_row.setSpacing(24) # Generous gap to prevent border merge + self.controls_row.addWidget(comp_card, 1) # stretch=1 + # SteelDesign appends the Display Location card with stretch=1 + + card_layout.addLayout(self.controls_row) + + # Create fixed-width labels for RHS diagram value column. + # These are initialised here so update_rhs_labels() can update them + # before the inner_row builds the right_col widget. + self.lbl_x = self._side_label("x (m)") + self.lbl_m = self._side_label("Mz (kNm)") + self.lbl_v = self._side_label("Vy (kN)") + self.lbl_d = self._side_label("Dy (mm)") + + for lbl in (self.lbl_x, self.lbl_m, self.lbl_v, self.lbl_d): + lbl.setFixedWidth(70) + # Separator + sep = QFrame() + sep.setFrameShape(QFrame.HLine) + sep.setStyleSheet("border: none; border-top: 1px solid #e0e0e0;") + sep.setMaximumHeight(1) + card_layout.addWidget(sep) + + # ── Inner row: plots + RHS value column ─────────────────────── + inner_row = QHBoxLayout() + inner_row.setSpacing(10) inner_row.setContentsMargins(0, 0, 0, 0) - # Diagram placeholder — standalone, no card around it + # Diagram placeholder — replaced at runtime with FigureCanvas self.diagram_placeholder = QLabel() - self.diagram_placeholder.setMinimumSize(260, 440) + self.diagram_placeholder.setMinimumSize(260, 300) self.diagram_placeholder.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Expanding) self.diagram_placeholder.setAlignment(Qt.AlignCenter) self.diagram_placeholder.setText("[BMD / SFD / Deflection Diagram]") self.diagram_placeholder.setStyleSheet(""" QLabel { - border: 1px solid #cfcfcf; - background-color: #F5F5F5; - color: #9a9a9a; + border: 1px dashed #b0b0b0; + background-color: #fafafa; + color: #999999; font-size: 10px; - border-radius: 10px; + border-radius: 6px; } """) inner_row.addWidget(self.diagram_placeholder, 1) - # Right column: x input + M_x / V_x / D_x spaced to diagram zones + # ── Right column: x(position) at top; M_z/V_y/D_y vertically centred + # with the 3 subplots via fixed pixel spacers. right_col = QWidget() right_col.setStyleSheet("background: transparent;") - right_col.setFixedWidth(170) - right_col.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Expanding) + right_col.setMinimumWidth(180) + right_col.setSizePolicy(QSizePolicy.Minimum, QSizePolicy.Expanding) right_layout = QVBoxLayout(right_col) - right_layout.setContentsMargins(0, 0, 0, 0) + right_layout.setContentsMargins(6, 0, 6, 0) # 6px padding each side right_layout.setSpacing(0) + # x-position (interactive, white background) self.x_input = QLineEdit() - self.x_input.setFixedWidth(120) - self.x_input.setMinimumHeight(28) - self.x_input.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) - apply_field_style(self.x_input) - right_layout.addLayout(self._side_row("x", self.x_input)) - - right_layout.addSpacerItem(QSpacerItem(0, 100, QSizePolicy.Fixed, QSizePolicy.Fixed)) + self.x_input.setPlaceholderText("click plot…") + self.x_input.setFixedHeight(28) + self.x_input.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) + self.x_input.setStyleSheet(_FIELD_STYLE_WHITE) + self.x_input.setAlignment(Qt.AlignCenter) # P3: centre-align position readout + right_layout.addSpacing(35) + right_layout.addLayout(self._diagram_side_row(self.lbl_x, self.x_input)) + + # Fixed spacers derived from gridspec maths so each label's vertical + # centre aligns with the midpoint of its corresponding subplot band. + # + # Gridspec: height_ratios=[0.45, 1, 1, 1], hspace=0.32 + # subplots_adjust: top=0.94, bottom=0.12 → usable height ≈ 475 px (at 580 px canvas) + # + # Subplot vertical centres from canvas top (px, ~580 px canvas): + # ax_scheme centre ≈ 50 px (x_input top-pad = 35 gets mid at ~49 px) + # ax_bmd centre ≈ 154 px → gap after x_input row ≈ 74 px + # ax_sfd centre ≈ 303 px → gap after M_z row ≈ 119 px + # ax_defl centre ≈ 451 px → gap after V_y row ≈ 119 px + # bottom pad ≈ 114 px + right_layout.addSpacing(74) self.mx_field = self._side_field() - right_layout.addLayout(self._side_row("Mx", self.mx_field)) + right_layout.addLayout(self._diagram_side_row(self.lbl_m, self.mx_field)) - right_layout.addSpacerItem(QSpacerItem(0, 100, QSizePolicy.Fixed, QSizePolicy.Fixed)) + right_layout.addSpacing(119) self.vx_field = self._side_field() - right_layout.addLayout(self._side_row("Vx", self.vx_field)) + right_layout.addLayout(self._diagram_side_row(self.lbl_v, self.vx_field)) - right_layout.addSpacerItem(QSpacerItem(0, 100, QSizePolicy.Fixed, QSizePolicy.Fixed)) + right_layout.addSpacing(119) self.dx_field = self._side_field() - right_layout.addLayout(self._side_row("Dx", self.dx_field)) + right_layout.addLayout(self._diagram_side_row(self.lbl_d, self.dx_field)) + right_layout.addSpacing(114) # bottom pad - right_layout.addStretch() - - self.x_fields["M_x"] = self.mx_field - self.x_fields["V_x"] = self.vx_field - self.x_fields["D_x"] = self.dx_field + self.x_fields["M_z"] = self.mx_field + self.x_fields["V_y"] = self.vx_field + self.x_fields["D_y"] = self.dx_field inner_row.addWidget(right_col, 0) - return wrapper + card_layout.addLayout(inner_row, 1) - def _side_row(self, label_text, widget): - row = QHBoxLayout() - row.setSpacing(6) - row.setContentsMargins(0, 0, 0, 0) - row.addWidget(self._side_label(label_text)) - row.addWidget(widget) - row.addStretch() - return row + return card - # ── PUBLIC API ──────────────────────────────────────────────────────────── + # ───────────────────────────────────────────────────────────────────────── + # PUBLIC API + # ───────────────────────────────────────────────────────────────────────── + + def update_rhs_labels(self, component_index): + """ + Update right-hand panel labels for major (0), minor (1), or axial (2) components. + """ + if component_index == 0: # Major + self.lbl_m.setText("Mz (kNm)") + self.lbl_v.setText("Vy (kN)") + self.lbl_d.setText("Dy (mm)") + elif component_index == 1: # Minor + self.lbl_m.setText("My (kNm)") + self.lbl_v.setText("Vz (kN)") + self.lbl_d.setText("Dz (mm)") + elif component_index == 2: # Axial + self.lbl_m.setText("Mx (kNm)") + self.lbl_v.setText("Fx (kN)") + self.lbl_d.setText("Dx (mm)") def set_girder_count(self, count): - """Mirrors GirderDetailsTab.set_girder_count — no hardcoding.""" + """Repopulate member_combo with 'Girder 1' … 'Girder N' entries.""" self.member_combo.clear() self.member_combo.addItems(["All"] + [f"Girder {i}" for i in range(1, count + 1)]) def load_data(self, cad_state: dict): + """ + Pre-fill fields from a cad_state snapshot (e.g. on dialog open). + Silently ignores missing or invalid entries. + """ if not cad_state: return try: @@ -298,4 +589,5 @@ def load_data(self, cad_state: dict): for key, field in self.result_fields.items(): field.setText(str(cad_state.get(key, ""))) for key, field in self.x_fields.items(): - field.setText(str(cad_state.get(key, ""))) \ No newline at end of file + if hasattr(field, "setText"): + field.setText(str(cad_state.get(key, ""))) diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_check.py b/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_check.py index 485b1c31b..548c0dcf8 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_check.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_check.py @@ -1,3 +1,4 @@ +from __future__ import annotations from PySide6.QtWidgets import ( QWidget, QVBoxLayout, @@ -17,6 +18,8 @@ from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style from osdagbridge.desktop.ui.utils.styled_scroll_area import StyledScrollArea +_UI_FONT = "font-family: 'Segoe UI', Arial, sans-serif; font-size: 11px;" + # From load_combination_tab.py defaults + output_dock LOAD_COMBINATIONS = [ "Envelope", @@ -26,7 +29,7 @@ "WL", "EL", "IMF", "TL", ] -# 8 design checks from the screenshot — 2 columns × 4 rows +# 8 design checks from the screenshot — 2 columns ├ù 4 rows DESIGN_CHECKS = [ ("flexure", "Strength Limit State (Flexure)"), ("shear_long_trans", "Resistance to Longitudinal and Transverse Shear"), @@ -40,13 +43,36 @@ class SteelDesignCheckTab(QWidget): + """ + Design Check tab for the Steel Design dialog. + + Displays eight IRC code compliance check cards in a two-column grid. + Each card shows a check title and a read-only output area that is + populated at runtime when design results are available. + + Public API + ---------- + set_check_result(key, text) + Write a result string into the named check card output area. + clear_results() + Clear all check output areas. + set_girder_count(count) + Repopulate the Member ID combo with the correct girder count. + load_data(cad_state) + Restore check results from a cad_state snapshot. + + Check keys (used by set_check_result / load_data) + -------------------------------------------------- + ``flexure``, ``shear_long_trans``, ``shear``, ``fatigue``, + ``interaction``, ``stress``, ``ltb``, ``deflection`` + """ def __init__(self, parent=None): - self.check_outputs = {} # key → QTextEdit for each check result + self.check_outputs = {} # key → QTextEdit super().__init__(parent) - # ── identical white bg to SteelDesignDetailsTab ─────────────────────── + # White background — consistent with SteelDesignDetailsTab and SteelDesignAnalysisTab. self.setStyleSheet("background-color: white;") main_layout = QVBoxLayout(self) @@ -62,10 +88,10 @@ def __init__(self, parent=None): container_layout.setContentsMargins(18, 6, 18, 12) container_layout.setSpacing(16) - # ── TOP BAR: Member ID (left) + Load Combination (right) ───────────── + # ── TOP BAR: Member ID (left) + Load Combination (right) ────── container_layout.addLayout(self._build_top_bar()) - # ── CHECK CARDS GRID: 2 columns ─────────────────────────────────────── + # ── CHECK CARDS GRID: 2 columns ─────────────────────────────── container_layout.addLayout(self._build_checks_grid()) container_layout.addStretch() @@ -73,9 +99,12 @@ def __init__(self, parent=None): scroll_area.setWidget(container) main_layout.addWidget(scroll_area) - # ── HELPERS — exact copy from steel_design_details.py ──────────────────── + # ───────────────────────────────────────────────────────────────────────── + # HELPERS — exact copy from steel_design_details.py + # ───────────────────────────────────────────────────────────────────────── def _section_card(self, title): + """Return a borderless card QFrame with a bold title label and a QVBoxLayout.""" card = QFrame() card.setObjectName("sectionCard") card.setStyleSheet(""" @@ -95,12 +124,14 @@ def _section_card(self, title): return card, card_layout def _row_label(self, text): + """Return a left-aligned row label with minimum width 180 px.""" lbl = QLabel(text) - lbl.setStyleSheet("font-size: 13px; color: #000;") + lbl.setStyleSheet(f"{_UI_FONT} color: #333333;") lbl.setMinimumWidth(180) return lbl def _make_grid(self): + """Return a three-column QGridLayout: label | field | stretch.""" grid = QGridLayout() grid.setContentsMargins(0, 0, 0, 0) grid.setHorizontalSpacing(24) @@ -111,6 +142,7 @@ def _make_grid(self): return grid def _readonly_field(self): + """Return a fixed 150×22 px read-only QLineEdit.""" field = QLineEdit() field.setReadOnly(True) field.setFixedWidth(150) @@ -120,20 +152,24 @@ def _readonly_field(self): return field def _add_row(self, grid, row, text, widget): + """Append a (label, widget) row to grid at the given row index; return the next row index.""" grid.addWidget(self._row_label(text), row, 0, Qt.AlignLeft | Qt.AlignVCenter) grid.addWidget(widget, row, 1, Qt.AlignLeft | Qt.AlignVCenter) return row + 1 - # ── TOP BAR ─────────────────────────────────────────────────────────────── + # ───────────────────────────────────────────────────────────────────────── + # TOP BAR + # ───────────────────────────────────────────────────────────────────────── def _build_top_bar(self): + """Build the Member ID and Load Combination selector row.""" bar = QHBoxLayout() bar.setSpacing(24) bar.setContentsMargins(0, 0, 0, 0) # Member ID member_lbl = QLabel("Member ID") - member_lbl.setStyleSheet("font-size: 11px; color: #000;") + member_lbl.setStyleSheet(f"{_UI_FONT} color: #000;") self.member_combo = NoScrollComboBox() apply_field_style(self.member_combo) @@ -149,7 +185,7 @@ def _build_top_bar(self): # Load Combination load_lbl = QLabel("Load Combination:") - load_lbl.setStyleSheet("font-size: 11px; color: #000;") + load_lbl.setStyleSheet(f"{_UI_FONT} color: #000;") self.load_combo = NoScrollComboBox() apply_field_style(self.load_combo) @@ -164,7 +200,9 @@ def _build_top_bar(self): return bar - # ── CHECK CARDS GRID ────────────────────────────────────────────────────── + # ───────────────────────────────────────────────────────────────────────── + # CHECK CARDS GRID + # ───────────────────────────────────────────────────────────────────────── def _build_checks_grid(self): """ @@ -199,8 +237,8 @@ def _build_check_card(self, key, title): card.setStyleSheet(""" QFrame#checkCard { background-color: white; - border: 1px solid #CFCFCF; - border-radius: 8px; + border: 1px solid #b0b0b0; + border-radius: 6px; } """) card.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Preferred) @@ -211,15 +249,7 @@ def _build_check_card(self, key, title): # Title title_lbl = QLabel(title) - title_lbl.setStyleSheet(""" - QLabel { - font-size: 11px; - font-weight: bold; - color: #000; - background: transparent; - border: none; - } - """) + title_lbl.setStyleSheet(f"{_UI_FONT.replace('11px','12px')} font-weight: bold; color: #2B2B2B; background: transparent; border: none;") title_lbl.setWordWrap(True) card_layout.addWidget(title_lbl) @@ -228,28 +258,30 @@ def _build_check_card(self, key, title): output.setReadOnly(True) output.setFixedHeight(60) output.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) - output.setStyleSheet(""" - QTextEdit { + output.setStyleSheet(f""" + QTextEdit {{ background-color: white; border: none; - font-size: 10px; + {_UI_FONT} color: #333; - } + }} """) card_layout.addWidget(output) self.check_outputs[key] = output return card - # ── PUBLIC API ──────────────────────────────────────────────────────────── + # ───────────────────────────────────────────────────────────────────────── + # PUBLIC API + # ───────────────────────────────────────────────────────────────────────── def set_girder_count(self, count): - """Mirrors GirderDetailsTab.set_girder_count.""" + """Repopulate the Member ID combo with 'All' plus one entry per girder.""" self.member_combo.clear() self.member_combo.addItems(["All"] + [f"Girder {i}" for i in range(1, count + 1)]) def load_data(self, cad_state: dict): - """Populate from cad_state — populate girder count if available.""" + """Populate check output areas and member combo from a cad_state snapshot.""" if not cad_state: return try: @@ -263,11 +295,11 @@ def load_data(self, cad_state: dict): output.setPlainText(str(result) if result else "") def set_check_result(self, key: str, text: str): - """Set result text for a specific check card.""" + """Write result text into the named check card output area; silently ignores unknown keys.""" if key in self.check_outputs: self.check_outputs[key].setPlainText(text) def clear_results(self): - """Clear all check output areas.""" + """Clear all eight check output areas.""" for output in self.check_outputs.values(): - output.clear() \ No newline at end of file + output.clear() diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_details.py b/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_details.py index d7f075ec8..1ff5019f4 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_details.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_details.py @@ -1,3 +1,4 @@ +from __future__ import annotations from PySide6.QtWidgets import ( QWidget, QVBoxLayout, @@ -18,8 +19,6 @@ ) from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style - - from osdagbridge.desktop.ui.utils.styled_scroll_area import StyledScrollArea @@ -30,13 +29,26 @@ def wheelEvent(self, event): class SteelDesignDetailsTab(QWidget): + """ + Scrollable details tab for the Steel Design dialog. + + Displays four read-only information cards: + - Member Info : member ID combo, material grade, section type + - Dimensional Details: full cross-section geometry + - Shear Connector : connector material, geometry, and spacing + - Section Properties : mass, moments of area, moduli, torsion/warping + + Additionally renders a stiffener summary table and two CAD view placeholders + (populated at runtime when a model is mounted). + """ def __init__(self, parent=None): - self.member_fields = {} - self.dim_fields = {} - self.shear_fields = {} - self.section_fields = {} - self.stiffener_fields = {} + # Initialise field dicts before super().__init__ so slots set during + # construction can reference them safely. + self.member_fields = {} + self.dim_fields = {} + self.shear_fields = {} + self.section_fields = {} super().__init__(parent) @@ -56,15 +68,15 @@ def __init__(self, parent=None): container_layout.setContentsMargins(10, 10, 10, 10) container_layout.setSpacing(12) - # ── TOP ROW: Member Info card (left) + CAD placeholder (right) ─────── + # ── TOP ROW: Member Info card (left) + CAD placeholder (right) top_row = QHBoxLayout() top_row.setSpacing(12) top_row.setContentsMargins(0, 0, 0, 0) - top_row.addWidget(self._build_member_section(), 2) - top_row.addWidget(self._build_top_cad_placeholder(), 0) + top_row.addWidget(self._build_member_section(), 1) + top_row.addWidget(self._build_top_cad_placeholder(), 1) container_layout.addLayout(top_row) - # ── BODY: Dimensional + Shear (left) | Section Properties (right) ──── + # ── BODY: Dimensional + Shear (left) | Section Properties (right) body_row = QHBoxLayout() body_row.setSpacing(12) body_row.setContentsMargins(0, 0, 0, 0) @@ -82,14 +94,14 @@ def __init__(self, parent=None): right_col.addWidget(self._build_section_properties_section()) right_col.addStretch() - body_row.addLayout(left_col, 2) + body_row.addLayout(left_col, 1) body_row.addLayout(right_col, 1) container_layout.addLayout(body_row) - # ── STIFFENER TABLE ─────────────────────────────────────────────────── + # ── STIFFENER TABLE ─────────────────────────────────────────── container_layout.addWidget(self._build_stiffener_section()) - # ── BOTTOM CAD placeholder ──────────────────────────────────────────── + # ── BOTTOM CAD placeholder ──────────────────────────────────── container_layout.addWidget(self._build_bottom_cad_section()) container_layout.addStretch() @@ -97,14 +109,16 @@ def __init__(self, parent=None): scroll_area.setWidget(container) main_layout.addWidget(scroll_area) - # ── HELPERS: exact girder_details_tab pattern ───────────────────────────── + # ───────────────────────────────────────────────────────────────────────── + # HELPERS: exact girder_details_tab pattern + # ───────────────────────────────────────────────────────────────────────── def _create_card_frame(self): """Outer card — same as GirderDetailsTab._create_card_frame.""" frame = QFrame() frame.setObjectName("girderCard") frame.setStyleSheet( - "QFrame#girderCard { background-color: white; border: 1px solid #cfcfcf; border-radius: 10px; }" + "QFrame#girderCard { background-color: white; border: 1px solid #b0b0b0; border-radius: 6px; }" ) return frame @@ -112,25 +126,26 @@ def _create_label(self, text): """Section title label — same as GirderDetailsTab._create_label.""" label = QLabel(text) label.setStyleSheet( - "font-size: 12px; color: #2f2f2f; font-weight: 600; background: transparent;" + "font-size: 13px; color: #2B2B2B; font-weight: bold; background: transparent; border: none;" ) label.setAutoFillBackground(False) return label def _create_small_label(self, text): - """Row field label — same as GirderDetailsTab._create_small_label.""" + """Row field label — supports HTML rich text for subscripts/superscripts.""" label = QLabel(text) - label.setStyleSheet("font-size: 10px; color: #5a5a5a; background: transparent;") + label.setTextFormat(Qt.RichText) + label.setStyleSheet("font-size: 11px; color: #333333; background: transparent;") label.setAutoFillBackground(False) return label def _readonly_field(self): - """Readonly output field matching inner_box min-height.""" + """Readonly output field — expands to fill its grid column.""" field = QLineEdit() field.setReadOnly(True) - field.setFixedWidth(150) + field.setMinimumWidth(80) field.setMinimumHeight(28) - field.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + field.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) apply_field_style(field) return field @@ -140,18 +155,19 @@ def _make_grid(self): grid.setContentsMargins(0, 0, 0, 0) grid.setHorizontalSpacing(16) grid.setVerticalSpacing(12) - grid.setColumnMinimumWidth(0, 180) - grid.setColumnStretch(0, 0) - grid.setColumnStretch(1, 0) - grid.setColumnStretch(2, 1) + grid.setColumnMinimumWidth(0, 230) + grid.setColumnStretch(0, 0) # label: fits content, doesn't stretch + grid.setColumnStretch(1, 1) # field: fills all remaining width return grid def _add_row(self, grid, row, text, widget): grid.addWidget(self._create_small_label(text), row, 0, Qt.AlignLeft | Qt.AlignVCenter) - grid.addWidget(widget, row, 1, Qt.AlignLeft | Qt.AlignVCenter) + grid.addWidget(widget, row, 1) return row + 1 - # ── SECTIONS ────────────────────────────────────────────────────────────── + # ───────────────────────────────────────────────────────────────────────── + # SECTIONS + # ───────────────────────────────────────────────────────────────────────── def _build_member_section(self): card = self._create_card_frame() @@ -164,9 +180,9 @@ def _build_member_section(self): self.member_combo = NoScrollComboBox() apply_field_style(self.member_combo) - self.member_combo.setFixedWidth(150) + self.member_combo.setMinimumWidth(80) self.member_combo.setMinimumHeight(28) - self.member_combo.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + self.member_combo.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) self.grade_field = self._readonly_field() self.type_field = self._readonly_field() @@ -247,42 +263,48 @@ def _build_section_properties_section(self): card_layout.setSpacing(10) card_layout.addWidget(self._create_label("Section Properties:")) + # Reuse the shared grid + row helper so fields behave identically + # to Dimensional Details (left-aligned, same width, no fill-column expansion). grid = self._make_grid() - labels = { - "mass": "Mass, M (Kg/m)", - "area": "Sectional Area (cm\u00b2)", - "iz": "2nd Moment of Area, Iz (cm\u2074)", - "iv": "2nd Moment of Area, Iv (cm\u2074)", - "rz": "Radius of Gyration, rz (cm)", - "rv": "Radius of Gyration, rv (cm)", - "zz": "Elastic Modulus, Zz (cm\u00b3)", - "zv": "Elastic Modulus, Zv (cm\u00b3)", - "zuz": "Plastic Modulus, Zuz (cm\u00b3)", - "zuv": "Plastic Modulus, Zuv (cm\u00b3)", - "it": "Torsion Constant, It (cm\u2074)", - "iw": "Warping Constant, Iw (cm\u2076)", - } + section_prop_labels = [ + ("mass", "Mass, M (Kg/m)"), + ("area", "Sectional Area, a (cm2)"), + ("iz", "2nd Moment of Area, Iz (cm4)"), + ("iv", "2nd Moment of Area, Iy (cm4)"), + ("rz", "Radius of Gyration, rz (cm)"), + ("rv", "Radius of Gyration, ry (cm)"), + ("zz", "Elastic Modulus, Zz (cm3)"), + ("zv", "Elastic Modulus, Zy (cm3)"), + ("zuz", "Plastic Modulus, Zpz (cm3)"), + ("zuv", "Plastic Modulus, Zpy (cm3)"), + ("it", "Torsion Constant, It (cm4)"), + ("iw", "Warping Constant, Iw (cm6)"), + ] r = 0 - for key, text in labels.items(): + for key, html_label in section_prop_labels: field = self._readonly_field() - r = self._add_row(grid, r, text, field) + # _add_row creates labels with Qt.RichText enabled (via _create_small_label) + # and adds the field left-aligned — consistent with Dimensional Details. + r = self._add_row(grid, r, html_label, field) self.section_fields[key] = field card_layout.addLayout(grid) return card - # ── CAD PLACEHOLDERS ────────────────────────────────────────────────────── + # ───────────────────────────────────────────────────────────────────────── + # CAD PLACEHOLDERS + # ───────────────────────────────────────────────────────────────────────── def _build_top_cad_placeholder(self): self.cad_placeholder = QLabel() - self.cad_placeholder.setFixedSize(385, 160) + self.cad_placeholder.setMinimumHeight(160) self.cad_placeholder.setAlignment(Qt.AlignCenter) - self.cad_placeholder.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + self.cad_placeholder.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Preferred) self.cad_placeholder.setStyleSheet(""" QLabel { - border: 1px solid #cfcfcf; + border: 1px solid #b0b0b0; background-color: #F5F5F5; - border-radius: 10px; + border-radius: 6px; } """) return self.cad_placeholder @@ -298,7 +320,7 @@ def _build_bottom_cad_section(self): bottom_cad.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) bottom_cad.setStyleSheet(""" QLabel { - border: 1px solid #cfcfcf; + border: 1px solid #b0b0b0; background-color: #F5F5F5; border-radius: 6px; } @@ -306,7 +328,9 @@ def _build_bottom_cad_section(self): layout.addWidget(bottom_cad, alignment=Qt.AlignCenter) return card - # ── STIFFENER TABLE ─────────────────────────────────────────────────────── + # ───────────────────────────────────────────────────────────────────────── + # STIFFENER TABLE + # ───────────────────────────────────────────────────────────────────────── def _build_stiffener_section(self): card = self._create_card_frame() @@ -316,7 +340,7 @@ def _build_stiffener_section(self): card_layout.addWidget(self._create_label("Stiffener Details:")) - # ── Wrap table in a QFrame so the border is drawn by the frame, + # ── Wrap table in a QFrame so the border is drawn by the frame, # not QAbstractScrollArea's viewport (which clips the left edge). table_frame = QFrame() table_frame.setStyleSheet(""" @@ -356,25 +380,25 @@ def _build_stiffener_section(self): self.stiffener_table.setVerticalScrollBarPolicy(Qt.ScrollBarAlwaysOff) self.stiffener_table.setHorizontalScrollBarPolicy(Qt.ScrollBarAlwaysOff) # Use sizeHint-based height after headers/rows are configured - # header ~30px + 3 rows * 26px + 1px bottom = 109px; frame adds 2px - self.stiffener_table.setMinimumHeight(109) - self.stiffener_table.setMaximumHeight(109) + # header ~30px + 3 rows * 26px + 1px bottom = 109px; frame adds 2px. Plus OS scaling safety margin + self.stiffener_table.setMinimumHeight(120) + self.stiffener_table.setMaximumHeight(120) self.stiffener_table.setStyleSheet(""" QTableWidget { background-color: white; - gridline-color: #cfcfcf; + gridline-color: #e0e0e0; color: black; font-size: 10px; border: none; } QHeaderView::section { - background-color: #EAEAEA; + background-color: #f5f5f5; color: black; font-weight: bold; border: none; - border-right: 1px solid #cfcfcf; - border-bottom: 1px solid #cfcfcf; + border-right: 1px solid #b0b0b0; + border-bottom: 1px solid #b0b0b0; padding: 3px; font-size: 10px; } @@ -389,14 +413,17 @@ def _build_stiffener_section(self): # Pull right edge of viewport 1px left so last gridline sits under frame border self.stiffener_table.setViewportMargins(0, 0, -1, 0) table_frame_layout.addWidget(self.stiffener_table) - table_frame.setMinimumHeight(111) - table_frame.setMaximumHeight(111) + table_frame.setMinimumHeight(122) + table_frame.setMaximumHeight(122) card_layout.addWidget(table_frame) return card - # ── LOAD DATA (unchanged logic) ─────────────────────────────────────────── + # ───────────────────────────────────────────────────────────────────────── + # LOAD DATA (unchanged logic) + # ───────────────────────────────────────────────────────────────────────── def load_data(self, cad_state: dict): + """Populate all field widgets from a cad_state snapshot; silently ignores missing or invalid keys.""" if not cad_state: return @@ -428,4 +455,4 @@ def load_data(self, cad_state: dict): self.stiffener_table.setItem(row, 1, QTableWidgetItem(str(grade))) self.stiffener_table.setItem(row, 2, QTableWidgetItem(str(thickness))) self.stiffener_table.setItem(row, 3, QTableWidgetItem(str(width))) - self.stiffener_table.setItem(row, 4, QTableWidgetItem(str(spacing))) \ No newline at end of file + self.stiffener_table.setItem(row, 4, QTableWidgetItem(str(spacing))) From 9415fafa50ae8d21787fc7e65f74c8a617c3e91c Mon Sep 17 00:00:00 2001 From: Aditya-Donde Date: Fri, 17 Apr 2026 06:56:59 +0530 Subject: [PATCH 153/225] =?UTF-8?q?fix:=20PR=20review=20=E2=80=94=20narrow?= =?UTF-8?q?=20exception=20scope,=20init=20cursor=5Fidx,=20remove=20dead=20?= =?UTF-8?q?shim,=20extract=20header=20sentinel,=20drop=20redundant=20axes?= =?UTF-8?q?=20setup,=20add=20EOF=20newlines?= MIME-Version: 1.0 Content-Type: text/plain; charset=UTF-8 Content-Transfer-Encoding: 8bit --- .../bridge_types/plate_girder/graph_engine.py | 2 +- .../desktop/ui/dialogs/girder_2d_plots.py | 2 +- .../desktop/ui/dialogs/steel_design.py | 43 ++++--------------- 3 files changed, 11 insertions(+), 36 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/graph_engine.py b/src/osdagbridge/core/bridge_types/plate_girder/graph_engine.py index 25f52698d..e563d5454 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/graph_engine.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/graph_engine.py @@ -1865,4 +1865,4 @@ def draw_cursors( ) # Deflection axis: no cursor (PENDING-1; data not available) - canvas.draw() \ No newline at end of file + canvas.draw() diff --git a/src/osdagbridge/desktop/ui/dialogs/girder_2d_plots.py b/src/osdagbridge/desktop/ui/dialogs/girder_2d_plots.py index bc3e87a67..e5e432afc 100644 --- a/src/osdagbridge/desktop/ui/dialogs/girder_2d_plots.py +++ b/src/osdagbridge/desktop/ui/dialogs/girder_2d_plots.py @@ -521,4 +521,4 @@ def _show_maximums(self) -> None: else: self.fields["defl"].setText("Unavailable") - self.canvas.draw_idle() \ No newline at end of file + self.canvas.draw_idle() diff --git a/src/osdagbridge/desktop/ui/dialogs/steel_design.py b/src/osdagbridge/desktop/ui/dialogs/steel_design.py index 29bf9a5bf..d4b142ef8 100644 --- a/src/osdagbridge/desktop/ui/dialogs/steel_design.py +++ b/src/osdagbridge/desktop/ui/dialogs/steel_design.py @@ -16,6 +16,8 @@ from osdagbridge.core.bridge_types.plate_girder.graph_engine import GirderGraphEngine +# Prefix used to identify non-selectable category header items in combo boxes. +_COMBO_HEADER_PREFIX = "──" # ============================================================================= # DIALOG: Steel Design @@ -47,7 +49,7 @@ def __init__(self, parent=None, result_handler=None): if result_handler is None and hasattr(self._main_window, "backend"): try: result_handler = self._main_window.backend.get_result_handler() - except Exception: + except (RuntimeError, AttributeError): pass self._result_handler = result_handler # PlateGirderAnalysisResults or None @@ -283,34 +285,6 @@ def _setup_analysis_plots(self): result_handler=self._result_handler, ) - # Legacy compatibility shim for upstream output_dock._inject_and_plot - self.graph_engine._cached_model = None - self.graph_engine._cached_results = None - if not hasattr(self.graph_engine, "build_girder_map"): - self.graph_engine.build_girder_map = lambda: None - - # Schematic: frameless - self.ax_scheme.set_facecolor('#ffffff') - self.ax_scheme.grid(False) - for spine in self.ax_scheme.spines.values(): - spine.set_visible(False) - self.ax_scheme.set_yticks([]) - self.ax_scheme.set_ylabel("") - - # Data axes: show all four spines as a visible frame - for ax in (self.ax_bmd, self.ax_sfd, self.ax_defl): - ax.set_facecolor('#ffffff') - ax.grid(False) - for spine in ax.spines.values(): - spine.set_visible(True) - spine.set_linewidth(0.8) - spine.set_color('#cccccc') - ax.set_yticks([]) - ax.set_ylabel("") - ax.axhline(0, color='black', linewidth=0, clip_on=True) - - self.ax_defl.invert_yaxis() - # ── Side-fields: swap QLineEdit → QLabel for multi-line HTML display ── # Spacers are now baked as fixed addSpacing() in steel_design_analysis.py — # this loop only performs the widget swap; no spacer manipulation needed. @@ -379,6 +353,7 @@ def _setup_analysis_plots(self): self._current_defl = None self._cursor_lines = [] self._cursor_x = None # exact x position (may be between nodes) + self._cursor_idx = 0 # nearest node index for arrow-key navigation # ── UI initialisation state ─────────────────────────────────────────── self._data_initialized = False @@ -622,7 +597,7 @@ def _populate_load_combo(self): # ── Dead Loads ──────────────────────────────────────────────────────── if dead_lcs: - self._add_combo_header(combo, "── Dead Loads ──") + self._add_combo_header(combo, f"{_COMBO_HEADER_PREFIX} Dead Loads {_COMBO_HEADER_PREFIX}") for lc in dead_lcs: combo.addItem(lc) if first_selectable_idx is None: @@ -630,7 +605,7 @@ def _populate_load_combo(self): # ── Static Vehicle Loads ────────────────────────────────────────────── if static_lcs: - self._add_combo_header(combo, "── Static Vehicle Loads ──") + self._add_combo_header(combo, f"{_COMBO_HEADER_PREFIX} Static Vehicle Loads {_COMBO_HEADER_PREFIX}") for lc in static_lcs: combo.addItem(lc) if first_selectable_idx is None: @@ -638,7 +613,7 @@ def _populate_load_combo(self): # ── Moving Vehicle Loads ────────────────────────────────────────────── if moving_lcs: - self._add_combo_header(combo, "── Moving Vehicle Loads ──") + self._add_combo_header(combo, f"{_COMBO_HEADER_PREFIX} Moving Vehicle Loads {_COMBO_HEADER_PREFIX}") for lc in moving_lcs: combo.addItem(lc) if first_selectable_idx is None: @@ -673,7 +648,7 @@ def _update_analysis_plots(self, *_args): loadcase = self.analysis_tab.load_combo.currentText() # Reject header/separator items (they start with '──') - if not loadcase or loadcase.startswith("──"): + if not loadcase or loadcase.startswith(_COMBO_HEADER_PREFIX): return if not member_key or not self.graph_engine.get_girder_keys(): @@ -877,4 +852,4 @@ def _unit(k): if key in xf: val = float(np.interp(cx, self._current_x, data)) xf[key].setFixedHeight(35) - xf[key].setText(fmt.format(val)) \ No newline at end of file + xf[key].setText(fmt.format(val)) From 92824b2a672b40b74bdbd2a1017b0687fd7ceeee Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Sat, 21 Feb 2026 02:37:42 +0530 Subject: [PATCH 154/225] Add shear stud geometry, placement logic, and 3D display for plate girder --- .../super_structure/plate_girder/builder.py | 89 ++++++++++++++++++- .../plate_girder/cad_generator.py | 28 +++++- src/osdagbridge/desktop/ui/cad_3d.py | 9 +- 3 files changed, 122 insertions(+), 4 deletions(-) diff --git a/src/osdagbridge/core/bridge_components/super_structure/plate_girder/builder.py b/src/osdagbridge/core/bridge_components/super_structure/plate_girder/builder.py index d1933ac2b..9b5946587 100644 --- a/src/osdagbridge/core/bridge_components/super_structure/plate_girder/builder.py +++ b/src/osdagbridge/core/bridge_components/super_structure/plate_girder/builder.py @@ -18,6 +18,8 @@ BRepBuilderAPI_MakeFace, BRepBuilderAPI_Transform ) +from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse + # END STIFFENER SPACING @@ -118,6 +120,26 @@ def _create_stiffener_plate(position, width, height, thickness, chamfer, side): + +def create_shear_stud(base_dia, base_height, top_dia, top_height): + """Create stepped cylindrical shape""" + base_radius = base_dia / 2.0 + top_radius = top_dia / 2.0 + + # Base cylinder at origin + base_axis = gp_Ax2(gp_Pnt(0, 0, 0), gp_Dir(0, 0, 1)) + base_cyl = BRepPrimAPI_MakeCylinder(base_axis, base_radius, base_height).Shape() + + # Top cylinder placed on base + top_axis = gp_Ax2(gp_Pnt(0, 0, base_height), gp_Dir(0, 0, 1)) + top_cyl = BRepPrimAPI_MakeCylinder(top_axis, top_radius, top_height).Shape() + + # Fuse both + stepped_shape = BRepAlgoAPI_Fuse(base_cyl, top_cyl).Shape() + + return stepped_shape + + def build_plate_girder_geometry( *, D, # Total depth @@ -138,7 +160,14 @@ def build_plate_girder_geometry( include_longitudinal_stiffeners=False, # Whether to include longitudinal stiffeners num_longitudinal_stiffeners=1, # Number of longitudinal stiffeners (1 or 2) longitudinal_stiffener_thickness=20, # Thickness of longitudinal stiffeners (mm) - longitudinal_stiffener_outstand=None # Custom outstand for longitudinal stiffeners + longitudinal_stiffener_outstand=None, # Custom outstand for longitudinal stiffeners + shear_stud_base_diameter=16, # Diameter of the shear stud base (mm) + shear_stud_top_diameter=25, # Diameter of the shear stud top head (mm) + shear_stud_base_height=135, # Height of the shear stud base (mm) + shear_stud_top_height=15, # Height of the shear stud top head (mm) + num_shear_studs_per_section=2, # Number of shear studs in the transverse direction + shear_stud_transverse_spacing=100, # Spacing between shear studs in the transverse direction + shear_stud_pitch=200 # Pitch (longitudinal spacing) of shear stud rows ): """ Geometry-only Plate Girder builder for Osdag Bridge. @@ -295,6 +324,57 @@ def build_plate_girder_geometry( ) stiffeners.append(long_stiff) + # Shear Studs + shear_studs = [] + if num_shear_studs_per_section > 0 and shear_stud_pitch > 0: + base_stud = create_shear_stud(shear_stud_base_diameter, shear_stud_base_height, shear_stud_top_diameter, shear_stud_top_height) + z_stud = D / 2.0 + T_ft # Place ON TOP of the top flange + + # Longitudinal stud placement (Y direction) + min_edge = 50.0 + + if length > 2 * min_edge: + + # Maximum intervals ensuring edge ≥ 50 mm + max_intervals = int((length - 2 * min_edge) // shear_stud_pitch) + + # Compute symmetric edge distance + edge = (length - max_intervals * shear_stud_pitch) / 2.0 + + start_y = edge + num_rows = max_intervals + 1 + + else: + # Very short girder → single centered stud row + start_y = length / 2.0 + num_rows = 1 + + # Transverse stud placement (X direction) + transverse_positions = [] + if num_shear_studs_per_section == 1: + transverse_positions = [0.0] + else: + # Ensure the studs do not exceed the width of the top flange (B_ft) + min_edge_margin = max(50.0, shear_stud_base_diameter) + max_total_transverse_width = max(0.0, B_ft - 2 * min_edge_margin) + + desired_total_width = (num_shear_studs_per_section - 1) * shear_stud_transverse_spacing + actual_total_width = min(desired_total_width, max_total_transverse_width) + + actual_spacing = actual_total_width / (num_shear_studs_per_section - 1) + start_x = -actual_total_width / 2.0 + + for k in range(num_shear_studs_per_section): + transverse_positions.append(start_x + k * actual_spacing) + + for i in range(num_rows): + y_pos = start_y + i * shear_stud_pitch + for x_pos in transverse_positions: + trsf = gp_Trsf() + trsf.SetTranslation(gp_Vec(x_pos, y_pos, z_stud)) + stud = BRepBuilderAPI_Transform(base_stud, trsf, True).Shape() + shear_studs.append(stud) + # SUPPORTS supports_tri = [] @@ -378,6 +458,10 @@ def build_plate_girder_geometry( _rotate_about_z(s, -90) for s in supports_cyl ] + shear_studs = [ + _rotate_about_z(s, -90) for s in shear_studs + ] + return { @@ -386,5 +470,6 @@ def build_plate_girder_geometry( "bottom_flange": bottom_flange, "stiffeners": stiffeners, "supports_tri": supports_tri, - "supports_cyl": supports_cyl + "supports_cyl": supports_cyl, + "shear_studs": shear_studs } diff --git a/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py b/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py index 11ccf8094..8c46324bf 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py @@ -187,6 +187,15 @@ def _set_parameters(self, design_params: BridgeParametersDTO): self.longitudinal_stiffener_thickness = design_params.longitudinal_stiffener_thickness self.longitudinal_stiffener_outstand = design_params.longitudinal_stiffener_outstand + # SHEAR STUD PARAMETERS + self.shear_stud_base_diameter = 50 + self.shear_stud_top_diameter = 70 + self.shear_stud_base_height = 150 + self.shear_stud_top_height = 50 + self.num_shear_studs_per_section = 4 + self.shear_stud_transverse_spacing = 305 + self.shear_stud_pitch = 500 + # CROSS BRACING PARAMETERS self.cross_bracing_spacing = design_params.cross_bracing_spacing self.bracing_type = design_params.bracing_type @@ -355,13 +364,21 @@ def _calculate_skew_offset(lateral_position, reference_position=0): include_longitudinal_stiffeners=self.include_longitudinal_stiffeners, num_longitudinal_stiffeners=self.num_longitudinal_stiffeners, longitudinal_stiffener_thickness=self.longitudinal_stiffener_thickness, - longitudinal_stiffener_outstand=self.longitudinal_stiffener_outstand + longitudinal_stiffener_outstand=self.longitudinal_stiffener_outstand, + shear_stud_base_diameter=self.shear_stud_base_diameter, + shear_stud_top_diameter=self.shear_stud_top_diameter, + shear_stud_base_height=self.shear_stud_base_height, + shear_stud_top_height=self.shear_stud_top_height, + num_shear_studs_per_section=self.num_shear_studs_per_section, + shear_stud_transverse_spacing=self.shear_stud_transverse_spacing, + shear_stud_pitch=self.shear_stud_pitch ) # STEP 2: PLACE MULTIPLE GIRDERS WITH SKEW OFFSET girders = [] stiffeners = [] + shear_studs = [] girder_web = [] girder_flanges = [] @@ -396,6 +413,12 @@ def _calculate_skew_offset(lateral_position, reference_position=0): _translate(stiff, dx=x_offset, dy=y_offset) ) + # Place shear studs + for stud in pg.get("shear_studs", []): + shear_studs.append( + _translate(stud, dx=x_offset, dy=y_offset) + ) + # STEP 3: PLACE SUPPORT STRUCTURES supports_tri = [] @@ -673,6 +696,9 @@ def _calculate_skew_offset(lateral_position, reference_position=0): # Stiffeners "stiffeners": stiffeners, + # Shear Studs + "shear_studs": shear_studs, + # Support structures "supports": supports, "supports_tri": supports_tri, diff --git a/src/osdagbridge/desktop/ui/cad_3d.py b/src/osdagbridge/desktop/ui/cad_3d.py index 7d83c792f..55f7b0795 100644 --- a/src/osdagbridge/desktop/ui/cad_3d.py +++ b/src/osdagbridge/desktop/ui/cad_3d.py @@ -231,6 +231,13 @@ def display_and_register(shapes, key, label, color, transparency=None): STIFFENER_COLOR ) + display_and_register( + cad_data.get("shear_studs", []), + "Shear Stud", + "Shear Stud", + STIFFENER_COLOR + ) + display_and_register( cad_data.get("supports", []), "Support", @@ -423,7 +430,7 @@ def update_component_visibility(self, selected_components): component_map = { "Crash Barrier": ["Crash Barrier", "Crash Barrier W-Beam"], "Median": ["Median", "Median W-Beam"], - "Girder": ["Girder Web", "Girder Flange", "Support", "Stiffener"], + "Girder": ["Girder Web", "Girder Flange", "Support", "Stiffener", "Shear Stud"], "Deck": ["Deck"], "Cross Bracing": ["Cross Bracing"], "Railing": ["Railing"], From cb8e124644bd791a85f6707f166a2f5a73147726 Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Mon, 23 Feb 2026 23:42:26 +0530 Subject: [PATCH 155/225] Add per-girder segment configuration - Add girder_segments_dict for custom segmentation per girder - Implement fallback to default single segment configuration - Add get_girder_depth_at() for depth lookup along span - Pass segment data to plate girder geometry builder - Support variable girder geometry in bridge assembly --- .../plate_girder/cad_generator.py | 149 +++++++++++------- 1 file changed, 96 insertions(+), 53 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py b/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py index 8c46324bf..5856f2f61 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py @@ -30,7 +30,7 @@ # Component builder imports from osdagbridge.core.bridge_components.super_structure.plate_girder.builder import ( - build_plate_girder_geometry + build_plate_girder_geometry, GirderSegment ) from osdagbridge.core.bridge_components.super_structure.deck.builder import ( build_deck @@ -150,6 +150,33 @@ def _set_parameters(self, design_params: BridgeParametersDTO): self.num_girders = design_params.num_girders self.girder_spacing = design_params.girder_spacing + self.girder_segments = [ + GirderSegment( + length=self.span_length_L, + D=self.girder_section_d, + tw=self.girder_section_tw, + T_ft=self.girder_section_tf, + T_fb=self.girder_section_tf_b, + B_ft=self.girder_section_bf, + B_fb=self.girder_section_bf_b + ) + ] + + # Example: Girder 1 (index 0) and Girder 2 (index 1) split into 3 segments + self.girder_segments_dict = { + 0: [ + GirderSegment(length=3000, D=500, tw=100, T_ft=260, T_fb=260, B_ft=500, B_fb=500), + GirderSegment(length=4000, D=1400, tw=100, T_ft=260, T_fb=260, B_ft=700, B_fb=700), + GirderSegment(length=3000, D=700, tw=100, T_ft=260, T_fb=260, B_ft=500, B_fb=500) + ], + 1: [ + GirderSegment(length=2000, D=900, tw=100, T_ft=260, T_fb=260, B_ft=500, B_fb=500), + GirderSegment(length=5000, D=300, tw=100, T_ft=260, T_fb=260, B_ft=700, B_fb=700), + GirderSegment(length=3000, D=600, tw=100, T_ft=260, T_fb=260, B_ft=500, B_fb=500) + ] + } + + # GEOMETRY PARAMETERS self.skew_angle = design_params.skew_angle @@ -343,49 +370,57 @@ def _calculate_skew_offset(lateral_position, reference_position=0): lateral_distance = lateral_position - reference_position return lateral_distance * math.tan(skew_rad) - # STEP 1: BUILD SINGLE PLATE GIRDER GEOMETRY - - pg = build_plate_girder_geometry( - D=self.girder_section_d, - tw=self.girder_section_tw, - length=self.span_length_L, - T_ft=self.girder_section_tf, - T_fb=self.girder_section_tf_b, - B_ft=self.girder_section_bf, - B_fb=self.girder_section_bf_b, - include_intermediate_stiffeners=self.include_intermediate_stiffeners, - intermediate_stiffener_spacing=self.intermediate_stiffener_spacing, - intermediate_stiffener_thickness=self.intermediate_stiffener_thickness, - chamfer_length=40, - num_end_stiffener_pairs=self.num_end_stiffener_pairs, - T_es=self.end_stiffener_thickness, - intermediate_stiffener_outstand=self.intermediate_stiffener_outstand, - end_stiffener_outstand=self.end_stiffener_outstand, - include_longitudinal_stiffeners=self.include_longitudinal_stiffeners, - num_longitudinal_stiffeners=self.num_longitudinal_stiffeners, - longitudinal_stiffener_thickness=self.longitudinal_stiffener_thickness, - longitudinal_stiffener_outstand=self.longitudinal_stiffener_outstand, - shear_stud_base_diameter=self.shear_stud_base_diameter, - shear_stud_top_diameter=self.shear_stud_top_diameter, - shear_stud_base_height=self.shear_stud_base_height, - shear_stud_top_height=self.shear_stud_top_height, - num_shear_studs_per_section=self.num_shear_studs_per_section, - shear_stud_transverse_spacing=self.shear_stud_transverse_spacing, - shear_stud_pitch=self.shear_stud_pitch - ) + # STEP 1: BUILD AND PLACE MULTIPLE GIRDERS WITH SKEW OFFSET - # STEP 2: PLACE MULTIPLE GIRDERS WITH SKEW OFFSET - girders = [] stiffeners = [] shear_studs = [] girder_web = [] girder_flanges = [] + supports_tri = [] + supports_cyl = [] total_width = (self.num_girders - 1) * self.girder_spacing reference_position = 0.0 # Centerline reference for skew for i in range(self.num_girders): + + # Fetch segments for this particular girder if defined + if self.girder_segments_dict and i in self.girder_segments_dict: + current_segments = self.girder_segments_dict[i] + else: + current_segments = self.girder_segments + + pg = build_plate_girder_geometry( + D=self.girder_section_d, + tw=self.girder_section_tw, + length=self.span_length_L, + T_ft=self.girder_section_tf, + T_fb=self.girder_section_tf_b, + B_ft=self.girder_section_bf, + B_fb=self.girder_section_bf_b, + segments=current_segments, + include_intermediate_stiffeners=self.include_intermediate_stiffeners, + intermediate_stiffener_spacing=self.intermediate_stiffener_spacing, + intermediate_stiffener_thickness=self.intermediate_stiffener_thickness, + chamfer_length=40, + num_end_stiffener_pairs=self.num_end_stiffener_pairs, + T_es=self.end_stiffener_thickness, + intermediate_stiffener_outstand=self.intermediate_stiffener_outstand, + end_stiffener_outstand=self.end_stiffener_outstand, + include_longitudinal_stiffeners=self.include_longitudinal_stiffeners, + num_longitudinal_stiffeners=self.num_longitudinal_stiffeners, + longitudinal_stiffener_thickness=self.longitudinal_stiffener_thickness, + longitudinal_stiffener_outstand=self.longitudinal_stiffener_outstand, + shear_stud_base_diameter=self.shear_stud_base_diameter, + shear_stud_top_diameter=self.shear_stud_top_diameter, + shear_stud_base_height=self.shear_stud_base_height, + shear_stud_top_height=self.shear_stud_top_height, + num_shear_studs_per_section=self.num_shear_studs_per_section, + shear_stud_transverse_spacing=self.shear_stud_transverse_spacing, + shear_stud_pitch=self.shear_stud_pitch + ) + # Calculate transverse offset (Y-direction) y_offset = (i * self.girder_spacing) - (total_width / 2) @@ -393,19 +428,22 @@ def _calculate_skew_offset(lateral_position, reference_position=0): x_offset = _calculate_skew_offset(y_offset, reference_position) # Place web - web = _translate(pg["web"], dx=x_offset, dy=y_offset) - girders.append(web) - girder_web.append(web) + for w in pg.get("web", []): + web = _translate(w, dx=x_offset, dy=y_offset) + girders.append(web) + girder_web.append(web) # Place top flange - top_flange = _translate(pg["top_flange"], dx=x_offset, dy=y_offset) - girders.append(top_flange) - girder_flanges.append(top_flange) + for tf in pg.get("top_flange", []): + top_flange = _translate(tf, dx=x_offset, dy=y_offset) + girders.append(top_flange) + girder_flanges.append(top_flange) # Place bottom flange - bottom_flange = _translate(pg["bottom_flange"], dx=x_offset, dy=y_offset) - girders.append(bottom_flange) - girder_flanges.append(bottom_flange) + for bf in pg.get("bottom_flange", []): + bottom_flange = _translate(bf, dx=x_offset, dy=y_offset) + girders.append(bottom_flange) + girder_flanges.append(bottom_flange) # Place stiffeners (follow parent girder's offset) for stiff in pg["stiffeners"]: @@ -419,16 +457,6 @@ def _calculate_skew_offset(lateral_position, reference_position=0): _translate(stud, dx=x_offset, dy=y_offset) ) - # STEP 3: PLACE SUPPORT STRUCTURES - - supports_tri = [] - supports_cyl = [] - - for i in range(self.num_girders): - # Calculate offsets (same as girders) - y_offset = (i * self.girder_spacing) - (total_width / 2) - x_offset = _calculate_skew_offset(y_offset, reference_position) - # Place triangular supports for s in pg["supports_tri"]: supports_tri.append(_translate(s, dx=x_offset, dy=y_offset)) @@ -448,11 +476,26 @@ def _calculate_skew_offset(lateral_position, reference_position=0): # STEP 5: BUILD CROSS BRACING SYSTEM + # Prepare per-frame, per-girder depths for bracing + n_internal = int(self.span_length_L / self.cross_bracing_spacing) - 1 + n_total = n_internal + 2 + spacing = self.span_length_L / (n_total - 1) + x_positions = [i * spacing for i in range(n_total)] + + girder_depths_matrix = [] + for x in x_positions: + frame_depths = [] + for i in range(self.num_girders): + depth = self.get_girder_depth_at(i, x) + frame_depths.append(depth) + girder_depths_matrix.append(frame_depths) + cross_bracings = build_cross_bracings( span_length_L=self.span_length_L, num_girders=self.num_girders, girder_spacing=self.girder_spacing, - girder_depth=bracing_girder_depth, + girder_depths=girder_depths_matrix, + reference_depth=self.girder_section_d, flange_thickness=self.girder_section_tf, flange_width=self.girder_section_bf, From 8663f04c6065b554906ab104ba9a632905373824 Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Mon, 23 Feb 2026 23:45:58 +0530 Subject: [PATCH 156/225] Adapt bracing geometry to segmented girder depths - Use position-based girder depth for bracing placement - Support variable girder depth along span - Improve compatibility with segmented plate girders" --- .../super_structure/cross_bracing/builder.py | 123 +++++++++--------- 1 file changed, 60 insertions(+), 63 deletions(-) diff --git a/src/osdagbridge/core/bridge_components/super_structure/cross_bracing/builder.py b/src/osdagbridge/core/bridge_components/super_structure/cross_bracing/builder.py index b42ec2b8a..2a1fd159f 100644 --- a/src/osdagbridge/core/bridge_components/super_structure/cross_bracing/builder.py +++ b/src/osdagbridge/core/bridge_components/super_structure/cross_bracing/builder.py @@ -653,7 +653,8 @@ def build_cross_bracings( span_length_L, num_girders, girder_spacing, - girder_depth, + girder_depths, # Can be float (uniform) or List[List[float]] [panel_idx][girder_idx] + reference_depth, # Reference web depth for vertical alignment flange_thickness, flange_width, @@ -729,6 +730,29 @@ def build_cross_bracings( yL = (i * girder_spacing) - total_width / 2 yR = yL + girder_spacing + # Get girder depths for this bay + if isinstance(girder_depths, (int, float)): + d_L = girder_depths + d_R = girder_depths + else: + # depths[panel_idx][girder_idx] + d_L = girder_depths[idx_x][i] + d_R = girder_depths[idx_x][i+1] + + # The smaller girder depth controls the bracing height + eff_depth = min(d_L, d_R) + + # Calculate vertical offset to keep top flush with reference web top + # reference_depth/2 is the Z-coord of the top of the reference web + # eff_depth/2 is the Z-coord of the top of the bracing frame (at center) + z_offset = (reference_depth - eff_depth) / 2.0 + + def _apply_z_offset(shapes, dz): + if not dz: return shapes + trsf = gp_Trsf() + trsf.SetTranslation(gp_Vec(0, 0, dz)) + return [BRepBuilderAPI_Transform(s, trsf, True).Shape() for s in shapes] + # Check if this is an end position (first or last frame) is_end = (x == x_positions[0] or x == x_positions[-1]) is_first = (x == x_positions[0]) @@ -761,10 +785,9 @@ def build_cross_bracings( if end_diaphragm_type == "Cross Bracing": # Use end diaphragm section configurations if end_diaphragm_bracing_type == "X": - bracings.extend( - _x_bracing( + frame = _x_bracing( x_eff, yL, yR, - girder_depth, flange_thickness, flange_width, + eff_depth, flange_thickness, flange_width, end_diaphragm_diagonal_thickness, end_diaphragm_diagonal_section_type, end_diaphragm_diagonal_section_dims, @@ -776,13 +799,12 @@ def build_cross_bracings( end_diaphragm_bottom_chord_section_dims, bracket_option, skew_angle=skew_angle - ) ) + bracings.extend(_apply_z_offset(frame, z_offset)) elif end_diaphragm_bracing_type == "K": - bracings.extend( - _k_bracing( + frame = _k_bracing( x_eff, yL, yR, - girder_depth, flange_thickness, flange_width, + eff_depth, flange_thickness, flange_width, end_diaphragm_diagonal_thickness, end_diaphragm_diagonal_section_type, end_diaphragm_diagonal_section_dims, @@ -794,87 +816,62 @@ def build_cross_bracings( end_diaphragm_bottom_chord_section_dims, top_bracket, skew_angle=skew_angle - ) ) + bracings.extend(_apply_z_offset(frame, z_offset)) - elif end_diaphragm_type == "Rolled Beam": + elif end_diaphragm_type == "Rolled Beam" or end_diaphragm_type == "Welded Beam": # Use I-section for rolled beam diaphragm diaphragm_dims = end_diaphragm_dims if end_diaphragm_dims is not None else { - "depth": girder_depth * 0.8, + "depth": eff_depth * 0.8, "flange_width": 200, "web_thickness": 10, "flange_thickness": 15 } - bracings.extend( - _diaphragm_bracing( - x_eff, yL, yR, - girder_depth, flange_thickness, - diagonal_thickness, - "I_SECTION", - diaphragm_dims, - skew_angle=skew_angle - ) - ) - - elif end_diaphragm_type == "Welded Beam": - # Use I-section for welded beam diaphragm - # Welded beams can have different proportions than rolled - diaphragm_dims = end_diaphragm_dims if end_diaphragm_dims is not None else { - "depth": girder_depth * 0.85, - "flange_width": 250, - "web_thickness": 12, - "flange_thickness": 20 - } - # Validate dimensions or use defaults (slightly larger than rolled) if "depth" not in diaphragm_dims or "flange_width" not in diaphragm_dims: diaphragm_dims = { - "depth": girder_depth * 0.85, + "depth": eff_depth * 0.85, "flange_width": 250, "web_thickness": 12, "flange_thickness": 20 } - - bracings.extend( - _diaphragm_bracing( - x_eff, yL, yR, - girder_depth, flange_thickness, - diagonal_thickness, - "I_SECTION", - diaphragm_dims, - skew_angle=skew_angle - ) + frame = _diaphragm_bracing( + x_eff, yL, yR, + eff_depth, flange_thickness, + end_diaphragm_thickness, + end_diaphragm_section, + end_diaphragm_dims, + skew_angle=skew_angle ) + bracings.extend(_apply_z_offset(frame, z_offset)) continue # INTERNAL BRACING HANDLING # Build normal X or K bracing for internal panels using separate sections if bracing_type == "X": - bracings.extend( - _x_bracing( - x, yL, yR, - girder_depth, flange_thickness, flange_width, - diagonal_thickness, diagonal_section_type, diagonal_section_dims, - top_chord_thickness, top_chord_section_type, top_chord_section_dims, - bottom_chord_thickness, bottom_chord_section_type, bottom_chord_section_dims, - bracket_option, - skew_angle=skew_angle - ) + frame = _x_bracing( + x, yL, yR, + eff_depth, flange_thickness, flange_width, + diagonal_thickness, diagonal_section_type, diagonal_section_dims, + top_chord_thickness, top_chord_section_type, top_chord_section_dims, + bottom_chord_thickness, bottom_chord_section_type, bottom_chord_section_dims, + bracket_option, + skew_angle=skew_angle ) + bracings.extend(_apply_z_offset(frame, z_offset)) elif bracing_type == "K": - bracings.extend( - _k_bracing( - x, yL, yR, - girder_depth, flange_thickness, flange_width, - diagonal_thickness, diagonal_section_type, diagonal_section_dims, - top_chord_thickness, top_chord_section_type, top_chord_section_dims, - bottom_chord_thickness, bottom_chord_section_type, bottom_chord_section_dims, - top_bracket, - skew_angle=skew_angle - ) + frame = _k_bracing( + x, yL, yR, + eff_depth, flange_thickness, flange_width, + diagonal_thickness, diagonal_section_type, diagonal_section_dims, + top_chord_thickness, top_chord_section_type, top_chord_section_dims, + bottom_chord_thickness, bottom_chord_section_type, bottom_chord_section_dims, + top_bracket, + skew_angle=skew_angle ) + bracings.extend(_apply_z_offset(frame, z_offset)) return bracings \ No newline at end of file From 0ea11e6994bcfb29d836cf15c5a4a5cb9ce71ab7 Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Mon, 23 Feb 2026 23:47:25 +0530 Subject: [PATCH 157/225] Add parametric girder segmentation support - Introduce GirderSegment dataclass for segment properties - Support piecewise web and flange generation per segment - Align top flange across segments using reference Z level - Update stiffener, longitudinal stiffener and support placement to adapt to segment depth - Enable variable depth and tapered girder modeling --- .../super_structure/plate_girder/builder.py | 222 ++++++++++++------ 1 file changed, 146 insertions(+), 76 deletions(-) diff --git a/src/osdagbridge/core/bridge_components/super_structure/plate_girder/builder.py b/src/osdagbridge/core/bridge_components/super_structure/plate_girder/builder.py index 9b5946587..6707b0045 100644 --- a/src/osdagbridge/core/bridge_components/super_structure/plate_girder/builder.py +++ b/src/osdagbridge/core/bridge_components/super_structure/plate_girder/builder.py @@ -9,6 +9,7 @@ import math import numpy as np +from dataclasses import dataclass from OCC.Core.gp import gp_Pnt, gp_Vec, gp_Trsf, gp_Ax3, gp_Dir, gp_Ax2 from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakePrism, BRepPrimAPI_MakeCylinder @@ -20,6 +21,16 @@ ) from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse +@dataclass +class GirderSegment: + length: float + D: float + tw: float + T_ft: float + T_fb: float + B_ft: float + B_fb: float + # END STIFFENER SPACING @@ -149,6 +160,7 @@ def build_plate_girder_geometry( T_fb, # Bottom flange thickness B_ft, # Top flange width B_fb, # Bottom flange width + segments=None, # Optional list of GirderSegment include_intermediate_stiffeners=True, # Whether to include intermediate stiffeners intermediate_stiffener_spacing=750, # Space between intermediate stiffeners (mm) intermediate_stiffener_thickness=20, # Intermediate stiffener thickness (mm) @@ -177,38 +189,78 @@ def build_plate_girder_geometry( u_dir = np.array([0., 0., 1.]) w_dir = np.array([0., 1., 0.]) - # Web plate - web = _make_plate( - origin=np.array([0., 0., 0.]), - length=tw, - width=length, - thickness=D, - u_dir=u_dir, - w_dir=w_dir - ) - - # Top flange - top_flange = _make_plate( - origin=np.array([0., 0., (D + T_ft) / 2]), - length=B_ft, - width=length, - thickness=T_ft, - u_dir=u_dir, - w_dir=w_dir - ) - - # Bottom flange - bottom_flange = _make_plate( - origin=np.array([0., 0., -(D + T_fb) / 2]), - length=B_fb, - width=length, - thickness=T_fb, - u_dir=u_dir, - w_dir=w_dir - ) + if segments is None: + segments = [ + GirderSegment( + length=length, + D=D, + tw=tw, + T_ft=T_ft, + T_fb=T_fb, + B_ft=B_ft, + B_fb=B_fb + ) + ] + + # Reference top of girder (used to keep top flanges flush) + Z_top = D / 2 + T_ft + + web_shapes = [] + top_flange_shapes = [] + bottom_flange_shapes = [] + + current_y = 0.0 + for seg in segments: + seg_z_web_center = Z_top - seg.T_ft - seg.D / 2 + + # Web plate + seg_web = _make_plate( + origin=np.array([0., current_y, seg_z_web_center]), + length=seg.tw, + width=seg.length, + thickness=seg.D, + u_dir=u_dir, + w_dir=w_dir + ) + web_shapes.append(seg_web) + + # Top flange + seg_tf_center = Z_top - seg.T_ft / 2 + seg_top_flange = _make_plate( + origin=np.array([0., current_y, seg_tf_center]), + length=seg.B_ft, + width=seg.length, + thickness=seg.T_ft, + u_dir=u_dir, + w_dir=w_dir + ) + top_flange_shapes.append(seg_top_flange) + + # Bottom flange + seg_bf_center = Z_top - seg.T_ft - seg.D - seg.T_fb / 2 + seg_bottom_flange = _make_plate( + origin=np.array([0., current_y, seg_bf_center]), + length=seg.B_fb, + width=seg.length, + thickness=seg.T_fb, + u_dir=u_dir, + w_dir=w_dir + ) + bottom_flange_shapes.append(seg_bottom_flange) + + current_y += seg.length # Stiffeners stiffeners = [] + + def get_segment_at(y): + curr = 0.0 + for s in segments: + if y <= curr + s.length + 1e-6: + return s, Z_top - s.T_ft - s.D / 2 + curr += s.length + return segments[-1], Z_top - segments[-1].T_ft - segments[-1].D / 2 + eff_depth = D - T_ft - T_fb # Calculate default outstand if not provided @@ -234,11 +286,13 @@ def build_plate_girder_geometry( if y <= start_y or y >= end_y: continue + seg, seg_z_center = get_segment_at(y) + stiffeners.append( _create_stiffener_plate( - position=[ tw / 2, y, 0 ], + position=[ seg.tw / 2, y, seg_z_center ], width=int_stiff_width, - height=D, + height=seg.D, thickness=intermediate_stiffener_thickness, chamfer=chamfer_length, side="right" @@ -247,9 +301,9 @@ def build_plate_girder_geometry( stiffeners.append( _create_stiffener_plate( - position=[ -tw / 2, y, 0 ], + position=[ -seg.tw / 2, y, seg_z_center ], width=int_stiff_width, - height=D, + height=seg.D, thickness=intermediate_stiffener_thickness, chamfer=chamfer_length, side="left" @@ -273,11 +327,12 @@ def build_plate_girder_geometry( end_positions.append(y_pos) for y in end_positions: + seg, seg_z_center = get_segment_at(y) stiffeners.append( _create_stiffener_plate( - position=[ tw / 2, y, 0 ], + position=[ seg.tw / 2, y, seg_z_center ], width=end_stiff_width, - height=D, + height=seg.D, thickness=T_es, chamfer=chamfer_length, side="right" @@ -286,9 +341,9 @@ def build_plate_girder_geometry( stiffeners.append( _create_stiffener_plate( - position=[ -tw / 2, y, 0 ], + position=[ -seg.tw / 2, y, seg_z_center ], width=end_stiff_width, - height=D, + height=seg.D, thickness=T_es, chamfer=chamfer_length, side="left" @@ -298,31 +353,38 @@ def build_plate_girder_geometry( # Longitudinal Stiffeners if include_longitudinal_stiffeners: long_stiff_width = longitudinal_stiffener_outstand if longitudinal_stiffener_outstand is not None else default_stiff_width - - # Start after the first end stiffener and end before the last one long_stiff_start = T_es - long_stiff_len = length - 2 * long_stiff_start - - # Calculate vertical positions from the web top (D/2) - heights = [] - if num_longitudinal_stiffeners == 1: - # 1/3 height from web top - heights.append(D / 2 - D / 3) - elif num_longitudinal_stiffeners == 2: - # 1/3 and 2/3 height from web top - heights.append(D / 2 - D / 3) - heights.append(D / 2 - 2 * D / 3) + + # We need to build longitudinal stiffeners segment by segment since their height/offset might change based on D + curr_y = 0.0 + for seg in segments: + # Calculate segment-specific start and length, considering exclusion zones + seg_start_y = max(curr_y, long_stiff_start) + seg_end_y = min(curr_y + seg.length, length - T_es) + seg_len = seg_end_y - seg_start_y - for h in heights: - long_stiff = _make_plate( - origin=np.array([tw / 2 + long_stiff_width / 2, long_stiff_start, h]), - length=long_stiff_width, - width=long_stiff_len, - thickness=longitudinal_stiffener_thickness, - u_dir=np.array([0., 0., 1.]), # Thickness along Z - w_dir=np.array([0., 1., 0.]) # Length along Y - ) - stiffeners.append(long_stiff) + if seg_len > 0: + seg_z_web_center = Z_top - seg.T_ft - seg.D / 2 + + heights = [] + if num_longitudinal_stiffeners == 1: + heights.append(seg_z_web_center + seg.D / 2 - seg.D / 3) + elif num_longitudinal_stiffeners == 2: + heights.append(seg_z_web_center + seg.D / 2 - seg.D / 3) + heights.append(seg_z_web_center + seg.D / 2 - 2 * seg.D / 3) + + for h in heights: + long_stiff = _make_plate( + origin=np.array([seg.tw / 2 + long_stiff_width / 2, seg_start_y, h]), + length=long_stiff_width, + width=seg_len, + thickness=longitudinal_stiffener_thickness, + u_dir=np.array([0., 0., 1.]), + w_dir=np.array([0., 1., 0.]) + ) + stiffeners.append(long_stiff) + + curr_y += seg.length # Shear Studs shear_studs = [] @@ -380,12 +442,20 @@ def build_plate_girder_geometry( supports_tri = [] supports_cyl = [] - # Contact level (bottom of bottom flange) - z_contact = -(D / 2.0 + T_fb) + # Calculate actual contact levels from the end segments + Z_top = D / 2 + T_ft + seg_left = segments[0] + seg_right = segments[-1] + + # Left support Z level + z_contact_left = Z_top - seg_left.T_ft - seg_left.D - seg_left.T_fb - # Support width spans flange width - support_width = max(B_ft, B_fb) + # Right support Z level + z_contact_right = Z_top - seg_right.T_ft - seg_right.D - seg_right.T_fb + # Support width spans flange width + support_width_left = max(seg_left.B_ft, seg_left.B_fb) + support_width_right = max(seg_right.B_ft, seg_right.B_fb) base_dim = min(0.10 * length, 0.75 * D) @@ -399,8 +469,8 @@ def build_plate_girder_geometry( # TRIANGULAR SUPPORT (LEFT) y_apex = w_supp - z_apex = z_contact - x_face = -support_width / 2.0 + z_apex = z_contact_left + x_face = -support_width_left / 2.0 p1 = gp_Pnt(x_face, y_apex, z_apex) p2 = gp_Pnt(x_face, y_apex - w_supp, z_apex - h_supp) @@ -419,7 +489,7 @@ def build_plate_girder_geometry( tri_support = BRepPrimAPI_MakePrism( face, - gp_Vec(support_width, 0, 0) + gp_Vec(support_width_left, 0, 0) ).Shape() supports_tri.append(tri_support) @@ -427,24 +497,24 @@ def build_plate_girder_geometry( # CYLINDRICAL SUPPORT (RIGHT) y_cyl = length - r_cyl - z_cyl_center = z_contact - r_cyl + z_cyl_center = z_contact_right - r_cyl - pt_cyl = gp_Pnt(-support_width / 2.0, y_cyl, z_cyl_center) + pt_cyl = gp_Pnt(-support_width_right / 2.0, y_cyl, z_cyl_center) axis = gp_Ax2(pt_cyl, gp_Dir(1, 0, 0)) cyl_support = BRepPrimAPI_MakeCylinder( axis, r_cyl, - support_width + support_width_right ).Shape() supports_cyl.append(cyl_support) - web = _rotate_about_z(web, -90) - top_flange = _rotate_about_z(top_flange, -90) - bottom_flange = _rotate_about_z(bottom_flange, -90) + web_shapes = [ _rotate_about_z(w, -90) for w in web_shapes ] + top_flange_shapes = [ _rotate_about_z(tf, -90) for tf in top_flange_shapes ] + bottom_flange_shapes = [ _rotate_about_z(bf, -90) for bf in bottom_flange_shapes ] stiffeners = [ _rotate_about_z(s, -90) for s in stiffeners @@ -465,9 +535,9 @@ def build_plate_girder_geometry( return { - "web": web, - "top_flange": top_flange, - "bottom_flange": bottom_flange, + "web": web_shapes, + "top_flange": top_flange_shapes, + "bottom_flange": bottom_flange_shapes, "stiffeners": stiffeners, "supports_tri": supports_tri, "supports_cyl": supports_cyl, From 896f055f9973cf2cae781a416bc1b534e0f90d94 Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Thu, 16 Apr 2026 23:09:28 +0530 Subject: [PATCH 158/225] Add girder segmentation and shear stud param support with DTO integration and CAD updates --- .../plate_girder/cad_generator.py | 88 ++++++++++++++----- .../core/bridge_types/plate_girder/dto.py | 50 ++++++++++- src/osdagbridge/desktop/ui/cad_3d.py | 26 +++++- src/osdagbridge/desktop/ui/template_page.py | 26 +++++- 4 files changed, 164 insertions(+), 26 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py b/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py index 5856f2f61..073c40672 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py @@ -161,20 +161,39 @@ def _set_parameters(self, design_params: BridgeParametersDTO): B_fb=self.girder_section_bf_b ) ] - - # Example: Girder 1 (index 0) and Girder 2 (index 1) split into 3 segments - self.girder_segments_dict = { - 0: [ - GirderSegment(length=3000, D=500, tw=100, T_ft=260, T_fb=260, B_ft=500, B_fb=500), - GirderSegment(length=4000, D=1400, tw=100, T_ft=260, T_fb=260, B_ft=700, B_fb=700), - GirderSegment(length=3000, D=700, tw=100, T_ft=260, T_fb=260, B_ft=500, B_fb=500) - ], - 1: [ - GirderSegment(length=2000, D=900, tw=100, T_ft=260, T_fb=260, B_ft=500, B_fb=500), - GirderSegment(length=5000, D=300, tw=100, T_ft=260, T_fb=260, B_ft=700, B_fb=700), - GirderSegment(length=3000, D=600, tw=100, T_ft=260, T_fb=260, B_ft=500, B_fb=500) + + # Optional segmented girder definitions from DTO + self.girder_segments_dict = {} + if design_params.girder_segments: + self.girder_segments = [ + GirderSegment( + length=s.length, + D=s.D, + tw=s.tw, + T_ft=s.T_ft, + T_fb=s.T_fb, + B_ft=s.B_ft, + B_fb=s.B_fb, + ) + for s in design_params.girder_segments ] - } + + if design_params.girder_segments_dict: + self.girder_segments_dict = { + idx: [ + GirderSegment( + length=s.length, + D=s.D, + tw=s.tw, + T_ft=s.T_ft, + T_fb=s.T_fb, + B_ft=s.B_ft, + B_fb=s.B_fb, + ) + for s in segs + ] + for idx, segs in design_params.girder_segments_dict.items() + } # GEOMETRY PARAMETERS @@ -215,13 +234,14 @@ def _set_parameters(self, design_params: BridgeParametersDTO): self.longitudinal_stiffener_outstand = design_params.longitudinal_stiffener_outstand # SHEAR STUD PARAMETERS - self.shear_stud_base_diameter = 50 - self.shear_stud_top_diameter = 70 - self.shear_stud_base_height = 150 - self.shear_stud_top_height = 50 - self.num_shear_studs_per_section = 4 - self.shear_stud_transverse_spacing = 305 - self.shear_stud_pitch = 500 + ss = design_params.shear_stud_params + self.shear_stud_base_diameter = ss.base_diameter + self.shear_stud_top_diameter = ss.top_diameter + self.shear_stud_base_height = ss.base_height + self.shear_stud_top_height = ss.top_height + self.num_shear_studs_per_section = ss.num_per_section + self.shear_stud_transverse_spacing = ss.transverse_spacing + self.shear_stud_pitch = ss.pitch # CROSS BRACING PARAMETERS self.cross_bracing_spacing = design_params.cross_bracing_spacing @@ -290,6 +310,34 @@ def _set_parameters(self, design_params: BridgeParametersDTO): "flange_thickness": design_params.end_diaphragm_dims.flange_thickness, } + def get_girder_depth_at(self, girder_idx, x): + """ + Calculate the clear web depth of a specific girder at a longitudinal position. + + Args: + girder_idx: Index of the girder (0 to num_girders-1) + x: Longitudinal position (0 to span_length_L) + + Returns: + float: Web depth D at that position + """ + # Fetch segments for this girder if available, else use default segments. + if self.girder_segments_dict and girder_idx in self.girder_segments_dict: + segments = self.girder_segments_dict[girder_idx] + else: + segments = self.girder_segments + + if not segments: + return self.girder_section_d + + curr_x = 0.0 + for seg in segments: + if x <= curr_x + seg.length + 1e-6: + return seg.D + curr_x += seg.length + + return segments[-1].D + def generate(self, design_params: BridgeParametersDTO): """ Generate complete bridge CAD geometry. diff --git a/src/osdagbridge/core/bridge_types/plate_girder/dto.py b/src/osdagbridge/core/bridge_types/plate_girder/dto.py index 0836e26d1..1c3fdc79b 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/dto.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/dto.py @@ -12,9 +12,11 @@ "MaterialProperties", "GrillageGeometry", "DeckLayoutProperties", - "SectionDimsDTO" - "ISectionDimsDTO" - "BridgeParametersDTO" + "SectionDimsDTO", + "ISectionDimsDTO", + "ShearStudParamsDTO", + "GirderSegmentDTO", + "BridgeParametersDTO", ] # ------------------------------------------------------------------ @@ -232,7 +234,7 @@ class DeckLayoutProperties: -from dataclasses import dataclass +from dataclasses import dataclass, field from typing import Optional @@ -255,6 +257,28 @@ class ISectionDimsDTO: flange_thickness: float +@dataclass +class ShearStudParamsDTO: + base_diameter: float + top_diameter: float + base_height: float + top_height: float + num_per_section: int + transverse_spacing: float + pitch: float + + +@dataclass +class GirderSegmentDTO: + length: float + D: float + tw: float + T_ft: float + T_fb: float + B_ft: float + B_fb: float + + # --------------------------------------------------------------------------- # Main DTO # --------------------------------------------------------------------------- @@ -350,4 +374,22 @@ class BridgeParametersDTO: end_diaphragm_section: str end_diaphragm_dims: ISectionDimsDTO + + shear_stud_params: ShearStudParamsDTO = field( + default_factory=lambda: ShearStudParamsDTO( + base_diameter=50, + top_diameter=70, + base_height=150, + top_height=50, + num_per_section=4, + transverse_spacing=305, + pitch=500, + ) + ) + + #while segment lists can + # remain empty to use the base girder section values. + girder_segments: list[GirderSegmentDTO] = field(default_factory=list) + girder_segments_dict: dict[int, list[GirderSegmentDTO]] = field(default_factory=dict) + diff --git a/src/osdagbridge/desktop/ui/cad_3d.py b/src/osdagbridge/desktop/ui/cad_3d.py index 55f7b0795..2c77f3d01 100644 --- a/src/osdagbridge/desktop/ui/cad_3d.py +++ b/src/osdagbridge/desktop/ui/cad_3d.py @@ -33,7 +33,9 @@ from osdagbridge.core.bridge_types.plate_girder.dto import ( BridgeParametersDTO, SectionDimsDTO, - ISectionDimsDTO + ISectionDimsDTO, + ShearStudParamsDTO, + GirderSegmentDTO, ) class CAD3DWindow(QWidget): @@ -674,6 +676,28 @@ def main(): end_diaphragm_section="I_SECTION", end_diaphragm_dims=ISectionDimsDTO(depth=800, flange_width=250, web_thickness=12, flange_thickness=100), + + shear_stud_params=ShearStudParamsDTO( + base_diameter=50, + top_diameter=70, + base_height=150, + top_height=50, + num_per_section=4, + transverse_spacing=305, + pitch=500, + ), + girder_segments=[ + GirderSegmentDTO( + length=25_000, + D=900, + tw=100, + T_ft=260, + T_fb=260, + B_ft=500, + B_fb=500, + ) + ], + girder_segments_dict=None, ) win = CAD3DWindow() diff --git a/src/osdagbridge/desktop/ui/template_page.py b/src/osdagbridge/desktop/ui/template_page.py index aafa5e364..dc93afc66 100644 --- a/src/osdagbridge/desktop/ui/template_page.py +++ b/src/osdagbridge/desktop/ui/template_page.py @@ -22,7 +22,9 @@ from osdagbridge.core.bridge_types.plate_girder.dto import( BridgeParametersDTO, SectionDimsDTO, - ISectionDimsDTO + ISectionDimsDTO, + ShearStudParamsDTO, + GirderSegmentDTO, ) from osdagbridge.desktop.ui.utils.custom_widgets import ToolBarWidget @@ -117,6 +119,28 @@ end_diaphragm_section="I_SECTION", end_diaphragm_dims=ISectionDimsDTO(depth=800, flange_width=250, web_thickness=12, flange_thickness=100), + + shear_stud_params=ShearStudParamsDTO( + base_diameter=50, + top_diameter=70, + base_height=150, + top_height=50, + num_per_section=4, + transverse_spacing=305, + pitch=500, + ), + girder_segments=[ + GirderSegmentDTO( + length=25_000, + D=900, + tw=100, + T_ft=260, + T_fb=260, + B_ft=500, + B_fb=500, + ) + ], + girder_segments_dict=None, ) From 8b7fb61345331fc6f5ad884176b1956084af9d5c Mon Sep 17 00:00:00 2001 From: Aditya-Donde Date: Fri, 17 Apr 2026 10:08:23 +0530 Subject: [PATCH 159/225] connected dcr values to output dock --- .../bridge_types/plate_girder/designer.py | 2 +- .../plate_girder/plategirderbridge.py | 46 ++++++++++++++----- .../desktop/ui/docks/output_dock.py | 20 +++++++- src/osdagbridge/desktop/ui/template_page.py | 1 + 4 files changed, 56 insertions(+), 13 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/designer.py b/src/osdagbridge/core/bridge_types/plate_girder/designer.py index 9717e268f..39ecc2bce 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/designer.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/designer.py @@ -1594,7 +1594,7 @@ def run_design_check( print(f" PIPELINE COMPLETE - Overall: {engine.overall_status()}") print("=" * 60) - return report_text + return report_text, engine # ====================================================================== diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py index 3e3c0ef97..57d940996 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py @@ -14,6 +14,7 @@ from .initial_sizing import BridgeConfigurationSolver, DEFAULT_FOOTPATH_WIDTH from .analyser import BridgeGrillageModel from .analysis_results import PlateGirderAnalysisResults +from .designer import run_design_check from .plot_generator import ( build_figure_sfd, build_figure_bmd, @@ -45,6 +46,14 @@ GPa, N, m, + KEY_UTIL_FLEXURE, + KEY_UTIL_SHEAR, + KEY_UTIL_INTERACTION, + KEY_UTIL_LTB, + KEY_UTIL_DEFLECTION_CRACK, + KEY_UTIL_FATIGUE, + KEY_UTIL_LONG_TRANS_SHEAR, + KEY_UTIL_STRESS_LIMITATION, ) # Default median width (m) used when user enables median but no additional-input @@ -156,17 +165,7 @@ def design(self) -> None: f"girder_depth={self.section_props['D']:.3f} m" ) - # Automatically run structural capacity pipeline after analysis completes - from .analysis_results import PlateGirderAnalysisResults - from .designer import run_design_check - - results = PlateGirderAnalysisResults(dataset=dataset, bridge=self.grillage_model) - - run_design_check( - plate_girder_bridge=self, - analysis_results=results, - print_report=True, - ) + self._run_dcr_checks(dataset) def _parse_basic_inputs(self) -> dict: """Extract and normalise scalar values from ``self.basic_inputs``.""" @@ -593,6 +592,31 @@ def analyze(self): return self.grillage_model.analyze() + # ───────────────────────────────────────────────────────────────────────── + # DCR checks + # ───────────────────────────────────────────────────────────────────────── + + def _run_dcr_checks(self, dataset) -> None: + """Run structural capacity checks and push DCR percentages to the output dock.""" + results = PlateGirderAnalysisResults(dataset=dataset, bridge=self.grillage_model) + _, engine = run_design_check( + plate_girder_bridge=self, + analysis_results=results, + print_report=True, + ) + + dcr_by_id: dict[int, float] = {c.check_id: c.dcr for c in engine.checks} + self._frontend.set_output_value(KEY_UTIL_FLEXURE, dcr_by_id.get(1, 0.0) * 100) + self._frontend.set_output_value(KEY_UTIL_SHEAR, dcr_by_id.get(2, 0.0) * 100) + self._frontend.set_output_value(KEY_UTIL_INTERACTION, dcr_by_id.get(3, 0.0) * 100) + self._frontend.set_output_value(KEY_UTIL_LTB, dcr_by_id.get(4, 0.0) * 100) + defl_dcr = max(dcr_by_id.get(5, 0.0), dcr_by_id.get(6, 0.0)) + self._frontend.set_output_value(KEY_UTIL_DEFLECTION_CRACK, defl_dcr * 100) + fatigue_dcr = max(dcr_by_id.get(7, 0.0), dcr_by_id.get(8, 0.0)) + self._frontend.set_output_value(KEY_UTIL_FATIGUE, fatigue_dcr * 100) + self._frontend.set_output_value(KEY_UTIL_LONG_TRANS_SHEAR, 0.0) + self._frontend.set_output_value(KEY_UTIL_STRESS_LIMITATION, 0.0) + # ───────────────────────────────────────────────────────────────────────── # Plotting # ───────────────────────────────────────────────────────────────────────── diff --git a/src/osdagbridge/desktop/ui/docks/output_dock.py b/src/osdagbridge/desktop/ui/docks/output_dock.py index cab19e10c..31118107c 100644 --- a/src/osdagbridge/desktop/ui/docks/output_dock.py +++ b/src/osdagbridge/desktop/ui/docks/output_dock.py @@ -30,7 +30,10 @@ from osdagbridge.core.utils.common import ( TYPE_TITLE, TYPE_BUTTON, TYPE_COMBOBOX, TYPE_PERCENT_BAR, TYPE_RADIO_GRID, - TYPE_CHECKBOX, TYPE_CHECKBOX_ROW, TYPE_CHECKBOX_GRID, TYPE_ONLY_BUTTON + TYPE_CHECKBOX, TYPE_CHECKBOX_ROW, TYPE_CHECKBOX_GRID, TYPE_ONLY_BUTTON, + KEY_UTIL_FLEXURE, KEY_UTIL_SHEAR, KEY_UTIL_INTERACTION, KEY_UTIL_LTB, + KEY_UTIL_LONG_TRANS_SHEAR, KEY_UTIL_FATIGUE, KEY_UTIL_STRESS_LIMITATION, + KEY_UTIL_DEFLECTION_CRACK, ) from osdagbridge.desktop.ui.utils.custom_buttons import DockCustomButton from osdagbridge.desktop.ui.docks.dock_utils import apply_field_style @@ -572,6 +575,21 @@ def resizeEvent(self, event): # ── Action handlers (called by name from schema) ────────────────────────── + def refresh_utilization(self): + """Read utilization ratios from backend and update all PercentBarWidgets.""" + if not self.backend or not hasattr(self.backend, "_frontend"): + return + frontend = self.backend._frontend + for key in ( + KEY_UTIL_FLEXURE, KEY_UTIL_SHEAR, KEY_UTIL_INTERACTION, + KEY_UTIL_LTB, KEY_UTIL_LONG_TRANS_SHEAR, KEY_UTIL_FATIGUE, + KEY_UTIL_STRESS_LIMITATION, KEY_UTIL_DEFLECTION_CRACK, + ): + value = frontend.get_output_value(key, 0.0) + bar = self._w(key) + if bar is not None: + bar.set_value(float(value)) + def open_steel_design(self): from osdagbridge.desktop.ui.dialogs.steel_design import SteelDesign SteelDesign(parent=self.parent).exec() diff --git a/src/osdagbridge/desktop/ui/template_page.py b/src/osdagbridge/desktop/ui/template_page.py index dc93afc66..a7cc6bcdb 100644 --- a/src/osdagbridge/desktop/ui/template_page.py +++ b/src/osdagbridge/desktop/ui/template_page.py @@ -525,6 +525,7 @@ def common_design_func(self, trigger: str): # Collect all the values from input Dock and pass to backend self.backend.set_input(self.input_dict) self.backend.design() + self.output_dock.refresh_utilization() # Lock the input dock after design is triggered if self.input_dock and not self.input_dock.is_locked: From b0f7aa6655f7f4c0d0fa61b5a597d218cfc0aead Mon Sep 17 00:00:00 2001 From: mhsuhail00 Date: Sun, 19 Apr 2026 00:51:22 +0530 Subject: [PATCH 160/225] updated toolbar size and visibility --- src/osdagbridge/desktop/ui/docks/tmp.py | 0 src/osdagbridge/desktop/ui/template_page.py | 17 +++++++++++++++++ .../desktop/ui/utils/custom_widgets.py | 9 ++++++--- 3 files changed, 23 insertions(+), 3 deletions(-) delete mode 100644 src/osdagbridge/desktop/ui/docks/tmp.py diff --git a/src/osdagbridge/desktop/ui/docks/tmp.py b/src/osdagbridge/desktop/ui/docks/tmp.py deleted file mode 100644 index e69de29bb..000000000 diff --git a/src/osdagbridge/desktop/ui/template_page.py b/src/osdagbridge/desktop/ui/template_page.py index a7cc6bcdb..c8430b7f5 100644 --- a/src/osdagbridge/desktop/ui/template_page.py +++ b/src/osdagbridge/desktop/ui/template_page.py @@ -431,6 +431,20 @@ def mousePressEvent(self, event): # Initial CAD update to sync with starting UI values (e.g., footpath=None) self.update_cad_from_inputs() + + # Update tool bar visibility based on view rules + self._update_tool_bar_visibility() + + #-------View-Rules-of-Tool-bar-START---------------------------------------- + + def _update_tool_bar_visibility(self): + """Show/hide tool bar buttons based on rules defined here""" + if self.cad_3d_view_active or self.plots_view_active: + self.tool_bar.setVisible(True) + else: + self.tool_bar.setVisible(False) + + #-------View-Rules-of-Tool-bar-END---------------------------------------- #-------Common-Design-Save-Additional-Inputs-Functionality-START------- @@ -757,6 +771,9 @@ def _set_central_view(self, view: str): else: # plots self.cad_log_splitter.setSizes([0, 0, view_h, log_h]) + # Update tool bar visibility based on view rules + self._update_tool_bar_visibility() + def _position_log_dock(self): """Position log dock at bottom of central widget as overlay (max 1/5 height)""" if hasattr(self, 'logs_dock') and hasattr(self, 'cad_comp_widget'): diff --git a/src/osdagbridge/desktop/ui/utils/custom_widgets.py b/src/osdagbridge/desktop/ui/utils/custom_widgets.py index fd89a45c1..d08a4df8f 100644 --- a/src/osdagbridge/desktop/ui/utils/custom_widgets.py +++ b/src/osdagbridge/desktop/ui/utils/custom_widgets.py @@ -441,6 +441,7 @@ def __init__(self, parent=None): super().__init__(parent) self.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) + self.setFixedHeight(30) main_layout = QHBoxLayout(self) main_layout.setContentsMargins(0, 0, 0, 0) @@ -469,7 +470,7 @@ def __init__(self, parent=None): self.layout.setContentsMargins(5, 0, 5, 0) self.layout.setSpacing(6) - icon_size = QSize(29, 29) + icon_size = QSize(20, 20) # Button style with subtle hover button_qss = """ @@ -488,7 +489,7 @@ def create_button(icon_path, tooltip): btn.setIcon(QIcon(icon_path)) btn.setIconSize(icon_size) btn.setToolTip(tooltip) - btn.setFixedSize(32, 32) + btn.setFixedSize(24, 24) btn.setCursor(QCursor(Qt.PointingHandCursor)) btn.setStyleSheet(button_qss) btn.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) @@ -498,10 +499,11 @@ def add_separator(): sep = QFrame() sep.setFrameShape(QFrame.VLine) sep.setFrameShadow(QFrame.Plain) - sep.setFixedHeight(32) + sep.setFixedHeight(24) sep.setStyleSheet(""" QFrame { color: #999999; + margin: 0px; margin-left: 10px; margin-right: 10px; } @@ -551,6 +553,7 @@ def add_separator(): border-radius: 4px; padding-right: 10px; /* space for BOTH buttons */ background: #f8f8f8; + margin: 0px; } QSpinBox:hover { From fb2693eea94a750effed9682604f9c040e605e74 Mon Sep 17 00:00:00 2001 From: mhsuhail00 Date: Sun, 19 Apr 2026 16:04:25 +0530 Subject: [PATCH 161/225] feat: updated viewcube to geompy::navcube --- .../desktop/ui/utils/custom_3dviewer.py | 483 +++++++++++------- 1 file changed, 300 insertions(+), 183 deletions(-) diff --git a/src/osdagbridge/desktop/ui/utils/custom_3dviewer.py b/src/osdagbridge/desktop/ui/utils/custom_3dviewer.py index c7b22b695..99727324c 100644 --- a/src/osdagbridge/desktop/ui/utils/custom_3dviewer.py +++ b/src/osdagbridge/desktop/ui/utils/custom_3dviewer.py @@ -1,32 +1,16 @@ """ Custom 3D CAD Viewer with stable hover highlighting for models and ViewCube. """ -from PySide6.QtCore import QTimer, QTime, Qt +import math +from PySide6.QtCore import QEvent, QPoint, QTimer, Qt from PySide6.QtWidgets import QToolTip, QApplication -from OCC.Display.backend import load_backend -# from osdag_gui.__config__ import CAD_BACKEND -try: - from osdag_gui.__config__ import CAD_BACKEND -except ImportError: - CAD_BACKEND = "OCC" - - -load_backend('pyside6') +from OCC.Display import backend +backend.load_backend("pyside6") from OCC.Display.qtDisplay import qtViewer3d -from OCC.Core.AIS import AIS_ViewCube -from OCC.Core.Prs3d import Prs3d_DatumAspect, Prs3d_Drawer -from OCC.Core.Quantity import ( - Quantity_Color, - Quantity_NOC_WHITE, - Quantity_NOC_GRAY50, - Quantity_NOC_BLACK, - Quantity_NOC_CYAN, -) -from OCC.Core.V3d import V3d_Zpos -from OCC.Core.Aspect import Aspect_GT_Rectangular, Aspect_GDM_Lines - +from navcube import NavCubeOverlay, NavCubeStyle +from navcube.connectors.occ import OCCNavCubeSync class CustomViewer3d(qtViewer3d): def __init__(self, parent=None): @@ -40,28 +24,168 @@ def __init__(self, parent=None): self.current_hovered_model = None self.current_highlighted_ais_list = [] + self.current_highlighted_owner = None self.hover_timer = QTimer(self) self.hover_timer.setSingleShot(True) self.hover_timer.timeout.connect(self.show_tooltip) self.hover_position = None - # ViewCube interaction state - self.view_cube = None - self.view_cube_active = False - self.is_interacting_with_cube = False - self.mouse_press_pos = None - self.mouse_press_time = 0 + # Host the overlay as a sibling widget instead of a child of the + # OCC/OpenGL canvas. This avoids corrupted transparent repaints on Linux. + overlay_parent = parent if parent is not None else self + self.navcube = NavCubeOverlay(overlay_parent) + self.navcube.hide() + self._overlay_anchor = overlay_parent + self._navcube_sync: OCCNavCubeSync | None = None # created once view is ready + if self._overlay_anchor is not None and self._overlay_anchor is not self: + self._overlay_anchor.installEventFilter(self) + self.destroyed.connect(self._teardown_navcube) + + # ---------------- Navigation state ---------------- + self.active_nav_mode = None # NavMode.ROTATE / PAN + self.is_dragging_nav = False + self.last_mouse_pos = None + + def resizeEvent(self, event): + super().resizeEvent(event) + self._resize_navcube() + self._position_navcube() + + def _resize_navcube(self): + """Scale the NavCube to a consistent 8% of the viewport in physical pixels. + + style.size is a 96-dpi-equivalent reference pixel value. _update_dpi + converts it via: target_phys = ref_size * physical_dpi / 96. + + To keep the cube at exactly vp_physical * 0.08 physical pixels on every + screen (regardless of OS zoom level or monitor DPI) we set: + ref_size = vp_physical * 0.08 * 96 / physical_dpi + + Then _update_dpi computes: + target_phys = ref_size * physical_dpi / 96 = vp_physical * 0.08 ✓ + new_size = target_phys / dpr = vp_logical * 0.08 ✓ + + Padding uses the same 96/physical_dpi factor so it stays proportional. + """ + if not hasattr(self, "navcube") or not self.navcube: + return + vp_logical = min(self.width(), self.height()) + if vp_logical < 10: + return + + nc = self.navcube + app = QApplication.instance() + screen = nc.screen() if nc.isVisible() else None + if screen is None and app: + screen = app.primaryScreen() + dpr = max(1.0, screen.devicePixelRatio()) if screen is not None else 1.0 + + # Use physical viewport size so the cube fraction is DPI-independent. + physical_dpi = max(72.0, min(screen.physicalDotsPerInch(), 400.0)) if screen else 96.0 + vp_physical = vp_logical * dpr + ref_size = max(40, min(round(vp_physical * 0.08 * 96.0 / physical_dpi), 90)) + ref_padding = round(10 * 96.0 / physical_dpi) # consistent logical pad across DPIs + ref_scale = round(25.0 * ref_size / 100.0, 2) + + if (nc._style.size == ref_size and nc._style.padding == ref_padding + and abs(nc._style.scale - ref_scale) < 0.05): + return + nc._style.size = ref_size + nc._style.padding = ref_padding + nc._style.scale = ref_scale + nc._update_dpi() + + def moveEvent(self, event): + super().moveEvent(event) + self._position_navcube() + + def showEvent(self, event): + super().showEvent(event) + self._resize_navcube() + self._position_navcube() + # Re-show the navcube when the tab is restored or the window is un-minimized. + # Only show it if OCC has already been initialised (_navcube_sync set). + if ( + hasattr(self, "navcube") and self.navcube + and getattr(self, "_navcube_sync", None) is not None + ): + self.navcube.show() + self.navcube.raise_() + + def hideEvent(self, event): + if hasattr(self, "navcube") and self.navcube: + self.navcube.hide() + super().hideEvent(event) + + def _position_navcube(self): + if not hasattr(self, "navcube") or not self.navcube: + return + + host = self.navcube.parentWidget() + if host is None: + return + + padding = 10 + local_pos = QPoint( + max(0, self.width() - self.navcube.width() - padding), + padding, + ) + + if host is self: + target_pos = local_pos + elif self.navcube.isWindow(): + target_pos = self.mapToGlobal(local_pos) + else: + global_pos = self.mapToGlobal(local_pos) + target_pos = host.mapFromGlobal(global_pos) + + self.navcube.move(target_pos) + if self.navcube.isVisible(): + self.navcube.raise_() + + def eventFilter(self, watched, event): + if watched is getattr(self, "_overlay_anchor", None): + if event.type() in ( + QEvent.Move, + QEvent.Resize, + QEvent.Show, + QEvent.WindowStateChange, + ): + self._position_navcube() + if hasattr(self, "navcube") and self.navcube and self.navcube.isVisible(): + self.navcube.raise_() + return super().eventFilter(watched, event) # ------------------------------------------------------------------ - # Mouse Move Event (FIXED) + # Mouse Move Event # ------------------------------------------------------------------ def mouseMoveEvent(self, event): - if not self.context or not self.view: - super().mouseMoveEvent(event) + + # ---------------- NAVIGATION MOVE ---------------- + if self.is_dragging_nav and self.active_nav_mode: + pixel_ratio = self.devicePixelRatioF() + + x = int(event.position().x() * pixel_ratio) + y = int(event.position().y() * pixel_ratio) + + last_x = int(self.last_mouse_pos.x() * pixel_ratio) + last_y = int(self.last_mouse_pos.y() * pixel_ratio) + + dx = x - last_x + dy = y - last_y + + if self.active_nav_mode == NavMode.ROTATE: + self.view.Rotation(x, y) + + elif self.active_nav_mode == NavMode.PAN: + self.view.Pan(dx, -dy) + + self.last_mouse_pos = event.position() + event.accept() return - if self.is_interacting_with_cube: + if not self.context or not self.view: super().mouseMoveEvent(event) return @@ -77,26 +201,6 @@ def mouseMoveEvent(self, event): if self.context.HasDetected(): detected = self.context.DetectedInteractive() - # ------------------------------------------------------ - # VIEW CUBE HOVER (STABLE – NO FLICKER) - # ------------------------------------------------------ - if self.view_cube and detected == self.view_cube: - if not self.view_cube_active: - self.context.SetAutomaticHilight(True) - self.view_cube_active = True - return - - # ------------------------------------------------------ - # LEFT VIEW CUBE → CLEANUP - # ------------------------------------------------------ - if self.view_cube_active: - self.context.SetAutomaticHilight(False) - self.view_cube_active = False - try: - self.context.Unhilight(self.view_cube, True) - except: - pass - # ------------------------------------------------------ # STANDARD MODEL HIGHLIGHTING # ------------------------------------------------------ @@ -137,14 +241,6 @@ def mouseMoveEvent(self, event): else: # Nothing detected → cleanup - if self.view_cube_active: - self.context.SetAutomaticHilight(False) - self.view_cube_active = False - try: - self.context.Unhilight(self.view_cube, True) - except: - pass - if self.current_highlighted_ais_list: for obj in self.current_highlighted_ais_list: try: @@ -189,14 +285,6 @@ def leaveEvent(self, event): self.hover_timer.stop() self.current_hovered_model = None - if self.view_cube_active: - self.context.SetAutomaticHilight(False) - self.view_cube_active = False - try: - self.context.Unhilight(self.view_cube, True) - except: - pass - if self.current_highlighted_ais_list: for obj in self.current_highlighted_ais_list: try: @@ -218,33 +306,22 @@ def cleanup_for_new_model(self): """ Clean up all internal state before displaying a new model. This prevents memory corruption from stale OCC object references. - """ - import gc - # Reset view cube state - if hasattr(self, 'view_cube') and self.view_cube: - try: - # Try to remove from context if possible - if self.context: - try: - self.context.Remove(self.view_cube, False) - except Exception: - pass # May already be removed by EraseAll - except Exception: - pass - self.view_cube = None - - # Reset View Cube interaction state - self.view_cube_active = False - self.is_interacting_with_cube = False + Uses IsDisplayed/IsHilighted checks for OS-independent safety: + - Windows requires explicit Remove before EraseAll for AIS_ViewCube + - Linux crashes with double-free if Remove is called on already-freed objects + - Checking first avoids both issues. + """ - # Clear highlighted objects list + # Clear highlighted objects list - use IsHilighted check for OS-independent safety if self.current_highlighted_ais_list and self.context: for obj in self.current_highlighted_ais_list: try: - self.context.Unhilight(obj, False) + # Only unhilight if confirmed still highlighted + if self.context.IsHilighted(obj): + self.context.Unhilight(obj, False) except Exception: - pass + pass # Object may already be unhighlighted or invalid self.current_highlighted_ais_list = [] elif self.current_highlighted_ais_list: # Context not available, just clear the list @@ -259,89 +336,102 @@ def cleanup_for_new_model(self): # Clear hover labels self.model_hover_labels.clear() - # Force garbage collection to clean up OCC shapes - gc.collect() + # NOTE: Do NOT call gc.collect() here! + # The gdb backtrace shows the crash happens during GC when trying to clean up + # Shiboken MetaObjectBuilder objects. Let Python handle GC naturally. + + # ------------------------------------------------------------------ + # NaviCube teardown + # ------------------------------------------------------------------ + + def _teardown_navcube(self): + """ + Called via self.destroyed signal when this viewer's C++ object is + being deleted. Tears down the OCC sync helper (stops its poll timer, + disconnects signals) then makes the navicube widget inert. + The widget itself is parented to the tab and is deleted by Qt; we + just ensure no OCC calls happen after this point. + """ + try: + sync = getattr(self, "_navcube_sync", None) + if sync is not None: + sync.teardown() + self._navcube_sync = None + except Exception: + pass + try: + nc = getattr(self, "navcube", None) + if nc is not None: + nc._tmr.stop() # stop navicube's own animation timer + nc.hide() + except Exception: + pass # ------------------------------------------------------------------ # View Cube Display # ------------------------------------------------------------------ def display_view_cube(self): - import gc + """Displays the custom Qt NaviCube overlay after CAD init.""" + if not (hasattr(self, "navcube") and self.navcube and self.view): + return - try: - # Force garbage collection before OCC operations to prevent heap corruption - gc.collect() - - # Remove existing view cube if it exists using safe method - if hasattr(self, 'view_cube') and self.view_cube: - try: - self.context.Remove(self.view_cube, False) - except Exception as remove_error: - # Object may have been displayed in a different context or already removed - # Just log and continue - we'll create a fresh one - print(f"Note: Could not remove old ViewCube (may already be removed): {remove_error}") - self.view_cube = None - - self.view_cube = AIS_ViewCube() - self.view_cube.SetSize(45) - self.view_cube.SetFontHeight(12) - self.view_cube.SetAxesLabels("", "", "") - self.view_cube.SetDrawAxes(False) - - # Make corner and edge pieces larger for better interaction - self.view_cube.SetBoxFacetExtension(12) - - # Configure Highlight Attributes - highlight_drawer = Prs3d_Drawer() - highlight_drawer.SetColor(Quantity_Color(Quantity_NOC_CYAN)) - self.view_cube.SetHilightAttributes(highlight_drawer) - - # Style - drawer = self.view_cube.Attributes() - drawer.SetDatumAspect(Prs3d_DatumAspect()) - - # Colors - color_white = Quantity_Color(Quantity_NOC_WHITE) - color_gray = Quantity_Color(Quantity_NOC_GRAY50) - color_black = Quantity_Color(Quantity_NOC_BLACK) - - self.view_cube.SetColor(color_white) - self.view_cube.SetBoxColor(color_gray) - self.view_cube.SetTextColor(color_black) - - # Display - self.context.Display(self.view_cube, False) - - try: - from OCC.Core.Graphic3d import Graphic3d_TransformPers, Graphic3d_TMF_TriedronPers, Graphic3d_Vec2i - from OCC.Core.Aspect import Aspect_TOTP_RIGHT_UPPER - - # Create transform persistence anchored to top-right corner - offset = Graphic3d_Vec2i(60, 70) - transform_pers = Graphic3d_TransformPers(Graphic3d_TMF_TriedronPers, Aspect_TOTP_RIGHT_UPPER, offset) - self.view_cube.SetTransformPersistence(transform_pers) - except Exception as e: - # Fallback to old method if Graphic3d classes not available - print(f"Using fallback positioning: {e}") - try: - # Try 2D persistence as fallback - from OCC.Core.Graphic3d import Graphic3d_TransformPers, Graphic3d_TMF_2d - from OCC.Core.gp import gp_Pnt2d - # Try explicit coordinates if corner persistence fails - offset = gp_Pnt2d(850, 40) - transform_pers = Graphic3d_TransformPers(Graphic3d_TMF_2d, offset) - self.view_cube.SetTransformPersistence(transform_pers) - except: - self.view_cube.SetTransformPersistence( - V3d_Zpos, - Aspect_GT_Rectangular, - Aspect_GDM_Lines - ) - - self.view.Redraw() - except Exception as e: - print(f"Error displaying View Cube: {e}") + # Engineering-neutral — matches Osdag's UI language + # faces → warm white / light grey (matches panel backgrounds) + # edges → slightly deeper grey bevel + # corners → lightest grey bevel + # hover → Osdag blue (#4A90C4) + # gizmo → standard CAD red/green/blue + style = NavCubeStyle( + # size=65: 96-dpi-reference pixels. _resize_navcube overrides this + # to exactly 9 % of the viewport, but 65 keeps the fallback small on + # screens whose physicalDotsPerInch > 96 (would inflate size=100 → 137px). + size=65, + theme="light", + face_color=(242, 244, 247), # warm white-grey — matches panel bg + edge_color=(218, 224, 232), # slightly darker bevel + corner_color=(228, 232, 238), # light corner bevel + text_color=(45, 55, 72), # dark slate — readable, not harsh + border_color=(30, 30, 30), # black lines + border_secondary_color=(80, 80, 80), + border_width_main=1.6, + border_width_secondary=0.9, + hover_color=(145, 176, 20, 235), # Osdag green #91b014 + hover_text_color=(255, 255, 255), + dot_color=(60, 60, 60, 180), + shadow_color=(20, 20, 20, 45), + shadow_offset_x=2.0, + shadow_offset_y=2.5, + # dark-theme mirrors + face_color_dark=(52, 62, 76), + edge_color_dark=(42, 52, 65), + corner_color_dark=(47, 57, 70), + text_color_dark=(210, 220, 232), + border_color_dark=(200, 200, 200), + border_secondary_color_dark=(130, 130, 130), + hover_color_dark=(145, 176, 20, 235), + show_gizmo=False, + # feel + inactive_opacity=0.70, + animation_ms=300, + light_direction=(-0.5, -1.0, -1.5), + ) + self.navcube.set_style(style) + self._resize_navcube() # set size from viewport (may return early if width=0) + + # Create the OCC sync bridge the first time the view is ready. + if self._navcube_sync is None: + self._navcube_sync = OCCNavCubeSync(self.view, self.navcube) + self._position_navcube() + self.navcube.show() + self.navcube.raise_() + QTimer.singleShot(150, self._show_navcube_when_ready) + + def _show_navcube_when_ready(self): + self._resize_navcube() + self._position_navcube() + self.navcube.mark_ready() + self.navcube.update() # ------------------------------------------------------------------ # Mouse Press @@ -351,17 +441,33 @@ def mousePressEvent(self, event): super().mousePressEvent(event) return + if self._navcube_sync is not None: + self._navcube_sync.set_interaction_active(True) + pixel_ratio = self.devicePixelRatioF() x = int(event.position().x() * pixel_ratio) y = int(event.position().y() * pixel_ratio) self.context.MoveTo(x, y, self.view, True) - if self.context.HasDetected(): - if self.context.DetectedInteractive() == self.view_cube: - self.is_interacting_with_cube = True - self.mouse_press_pos = event.position() - self.mouse_press_time = QTime.currentTime().msecsSinceStartOfDay() + # ---------------- NAVIGATION START ---------------- + if ( + event.button() == Qt.LeftButton + and self.active_nav_mode + and self._can_start_navigation() + ): + self.is_dragging_nav = True + self.last_mouse_pos = event.position() + + pixel_ratio = self.devicePixelRatioF() + x = int(event.position().x() * pixel_ratio) + y = int(event.position().y() * pixel_ratio) + + if self.active_nav_mode == NavMode.ROTATE: + self.view.StartRotation(x, y) + + event.accept() + return super().mousePressEvent(event) @@ -369,19 +475,14 @@ def mousePressEvent(self, event): # Mouse Release # ------------------------------------------------------------------ def mouseReleaseEvent(self, event): - if self.is_interacting_with_cube: - current_time = QTime.currentTime().msecsSinceStartOfDay() - dt = current_time - self.mouse_press_time - dist = (event.position() - self.mouse_press_pos).manhattanLength() - - if dt < 500 and dist < 10: - super().mouseReleaseEvent(event) - else: - self.context.MoveTo(-1, -1, self.view, True) - super().mouseReleaseEvent(event) - - self.is_interacting_with_cube = False - self.mouse_press_pos = None + if self._navcube_sync is not None: + self._navcube_sync.set_interaction_active(False) + + # ---------------- NAVIGATION END ---------------- + if self.is_dragging_nav and event.button() == Qt.LeftButton: + self.is_dragging_nav = False + self.last_mouse_pos = None + event.accept() return # restore holding cursor so cursor can update @@ -389,3 +490,19 @@ def mouseReleaseEvent(self, event): QApplication.restoreOverrideCursor() self.releaseMouse() super().mouseReleaseEvent(event) + + def set_navigation_mode(self, mode): + """ + mode: NavMode.ROTATE | NavMode.PAN | None + """ + self.active_nav_mode = mode + + def _can_start_navigation(self): + if not self.context.HasDetected(): + return False + return True + + +class NavMode: + ROTATE = "ROTATE" + PAN = "PAN" From c443a8140b1cb0b2c8f9a05ba197c5770ce013d0 Mon Sep 17 00:00:00 2001 From: nishikantmandal007 Date: Sun, 19 Apr 2026 10:21:41 +0530 Subject: [PATCH 162/225] refactor: source material, safety, and load factors from IRC modules in plate girder designer Route every steel/concrete/rebar property, partial safety factor, and load combination through irc22_2015, irc6_2017, and keyfile so no values are hardcoded in the designer pipeline. Add SteelProperties.from_grades() factory and thread stress_range_MPa into capacity.compute_all. Drop ReportGenerator.save (text file output) and the save_report/report_path kwargs on run_design_check; keep the (report_text, engine) tuple return. Fix unbound 'table' reference in cl_606_3_1_stud_connector_strength when caller supplies fck_cu_MPa/Ecm_MPa directly. --- .../bridge_types/plate_girder/designer.py | 1048 +++++++++-------- .../core/utils/codes/irc22_2015.py | 34 +- 2 files changed, 552 insertions(+), 530 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/designer.py b/src/osdagbridge/core/bridge_types/plate_girder/designer.py index 39ecc2bce..8afce249a 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/designer.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/designer.py @@ -1,53 +1,37 @@ -""" -IRC 22:2015 Composite Bridge Design Checker — Single-File Pipeline -=================================================================== - -Automated limit-state verification of steel-concrete composite bridge -girders per IRC:22-2015 (Limit State Method for Composite Construction). - -Pipeline Flow -------------- - Step 1 - BridgeConfig : Material, section, geometry parameters - Step 2 - DemandExtractor : Factored force demands (Mu, Vu, deflections) - Step 3 - IRC22Capacity : Clause-by-clause capacity computation - Step 4 - DCREngine : Demand / Capacity ratios & PASS/WARN/FAIL - Step 5 - ReportGenerator : Formatted engineering report - -Clause Coverage (IRC 22:2015) ------------------------------ - Cl. 603.2.1 - Effective width of concrete flange - Cl. 603 - Section classification (web + flange) - Cl. 603.3.1 - Positive moment capacity (plastic) - Cl. 603.3.3.1 - Lateral-torsional buckling resistance - Cl. 603.3.3.2 - Plastic shear resistance - Cl. 603.3.3.3 - Combined bending + high shear - Cl. 604.3 - Modular ratio - Cl. 604.3.1 - SLS limiting stresses - Cl. 604.3.2 - Deflection limits - Cl. 605 - Fatigue assessment - Cl. 606.3.1 - Shear stud connector strength - Cl. 606.4.1 - Longitudinal shear & stud spacing - -Author : Karn Agarwal -Affiliation : Dayalbagh Educational Institute, Agra -License : MIT -Version : 1.0.0 - -Usage ------ - python main.py -""" +# IRC 22:2015 composite plate-girder design pipeline: Config -> Demand -> Capacity -> DCR -> Report. from __future__ import annotations import math -import os from dataclasses import dataclass, field from datetime import datetime from typing import Dict, List, Optional, Any -# Import for dynamic demand extraction from osdagbridge.core.bridge_types.plate_girder.analysis_results import PlateGirderAnalysisResults +from osdagbridge.core.utils.codes.irc22_2015 import IRC22_2014 +from osdagbridge.core.utils.codes.irc6_2017 import IRC6_2017 +from osdagbridge.core.utils.codes.keyfile import ( + E_STEEL_MPA, + G_STEEL_MPA, + POISSON_RATIO_STEEL, + GAMMA_M0_STEEL, + GAMMA_M1_STEEL_ULTIMATE, + GAMMA_M_REINFORCEMENT, + KEY_VEHICLE, +) + + +# IRC 22:2015 Cl.601.4 Table 1 — partial safety factors (pulled once at import). +_GAMMA_M = IRC22_2014.cl_601_4_material_safety_factors() +GAMMA_M0 = _GAMMA_M["structural_steel_yield"]["ULS"] # yielding / instability +GAMMA_M1 = _GAMMA_M["structural_steel_ultimate"]["ULS"] # ultimate stress +GAMMA_V = _GAMMA_M["bolts_rivets_shear_tension"]["ULS"] # shear connectors +GAMMA_MFT_FATIGUE = 1.35 # IRC 22:2015 Cl.605 Table 3 + +# IRC 22:2015 Cl.605.3 — fatigue strength at 5×10^6 cycles (rolled vs welded). +FATIGUE_STRENGTH_ROLLED_MPA = 118.0 +FATIGUE_STRENGTH_WELDED_MPA = 92.0 +FATIGUE_SHEAR_STRENGTH_MPA = 59.0 # ====================================================================== @@ -57,52 +41,66 @@ @dataclass class SteelProperties: - """ - Material strengths and partial safety factors. - - References - ---------- - IRC 22:2015 Annexure III - Steel, Concrete, Reinforcement properties - IRC 22:2015 Table 1 (Cl.601.4) - Partial safety factors - """ - # -- Structural steel (IS 2062 / IRC 22 Annex III) -- - steel_grade: str = "E350" - fy: float = 350.0 # MPa - characteristic yield strength - fu: float = 490.0 # MPa - ultimate tensile strength - Es: float = 200_000.0 # MPa - modulus of elasticity (Cl.602) + # Material lookup — structural steel (IRC 22:2015 Annex III + IS 2062), concrete (Annex III + # Table III.1), reinforcement (IS 1786 / Annex III), partial factors (Cl.601.4 Table 1). + steel_grade: str + fy: float # MPa — IS 2062 yield strength + fu: float # MPa — IS 2062 ultimate strength + concrete_grade: str + fck: float # MPa — IRC 22 Annex III cube strength + fctm: float # MPa — Annex III mean tensile strength + Ecm: float # MPa — Annex III 28-day secant modulus + rebar_grade: str = "Fe500" # default per common Indian practice + fy_rebar: float = 500.0 # MPa — looked up from IRC 22 Annex III + + # IRC 22:2015 Cl.602 Annex III — structural-steel elastic constants (grade-independent). + Es: float = E_STEEL_MPA + Gs: float = G_STEEL_MPA + nu: float = POISSON_RATIO_STEEL + + # IRC 22:2015 Cl.601.4 Table 1 — partial safety factors. + gamma_m0: float = GAMMA_M0 + gamma_m1: float = GAMMA_M1 + gamma_v: float = GAMMA_V + gamma_mft: float = GAMMA_MFT_FATIGUE - # -- Concrete (IRC 22 Annex III Table III.1) -- - concrete_grade: str = "M65" - fck: float = 65.0 # MPa - cube compressive strength - fctm: float = 4.1 # MPa - mean tensile strength - Ecm: float = 38_000.0 # MPa - secant modulus at 28 days - - # -- Reinforcement (IS 1786 / IRC 22 Annex III) -- - rebar_grade: str = "Fe500" - fy_rebar: float = 500.0 # MPa - characteristic yield strength - - # -- Partial safety factors (IRC 22 Table 1, Cl.601.4) -- - gamma_m0: float = 1.10 # yielding / instability - gamma_m1: float = 1.25 # ultimate stress - gamma_v: float = 1.25 # shear connectors - gamma_mft: float = 1.35 # fatigue strength + @classmethod + def from_grades( + cls, + steel_grade: str, + fy_struct_MPa: float, + fu_struct_MPa: float, + concrete_grade: str, + rebar_grade: str = "Fe500", + ) -> "SteelProperties": + # IRC 22:2015 Cl.602 Annex III — concrete properties by grade. + conc = IRC22_2014.cl_602_annexIII_concrete_properties(grade=concrete_grade) + # IRC 22:2015 Cl.602 Annex III — reinforcement properties by grade (IS 1786 Table 3). + rebar_table = IRC22_2014.cl_602_annexIII_reinforcement_steel_properties() + rebar_row = rebar_table.get(rebar_grade, rebar_table["Fe500"]) + return cls( + steel_grade=steel_grade, + fy=fy_struct_MPa, + fu=fu_struct_MPa, + concrete_grade=concrete_grade, + fck=float(conc["fck"]), + fctm=float(conc["fctm"]), + Ecm=float(conc["Ec"]) * 1000.0, # Annex III stores Ec in GPa + rebar_grade=rebar_grade, + fy_rebar=float(rebar_row["fy"]), + ) @dataclass class SteelSection: - """ - Plate girder / rolled I-section dimensions (all in mm). - - Depth relation : D = tf_top + dw + tf_bot - Shear area Av = dw x tw - """ - D: float # overall depth - bf_top: float # top flange width - tf_top: float # top flange thickness - bf_bot: float # bottom flange width - tf_bot: float # bottom flange thickness - tw: float # web thickness - fabrication: str = "welded" # "welded" or "rolled" + # Plate-girder I-section dimensions in mm. D = tf_top + dw + tf_bot; shear area = dw × tw. + D: float + bf_top: float + tf_top: float + bf_bot: float + tf_bot: float + tw: float + fabrication: str = "welded" @property def dw(self) -> float: @@ -126,7 +124,7 @@ def A_steel(self) -> float: @property def y_cg_from_bot(self) -> float: - """Steel centroid measured from bottom fibre (mm).""" + # Steel centroid measured from bottom fibre (mm). y_b = self.tf_bot / 2.0 y_w = self.tf_bot + self.dw / 2.0 y_t = self.tf_bot + self.dw + self.tf_top / 2.0 @@ -136,7 +134,7 @@ def y_cg_from_bot(self) -> float: @property def Iz_steel(self) -> float: - """Second moment of area about centroidal strong axis (mm^4).""" + # Second moment of area about centroidal strong axis (mm^4). yc = self.y_cg_from_bot y_b = self.tf_bot / 2.0 y_w = self.tf_bot + self.dw / 2.0 @@ -152,7 +150,7 @@ def Iz_steel(self) -> float: @property def Zp_steel(self) -> float: - """Plastic section modulus about strong axis (mm^3).""" + # Plastic section modulus about strong axis (mm^3). half_area = self.A_steel / 2.0 if self.Af_bot >= half_area: y_pna = half_area / self.bf_bot @@ -181,7 +179,7 @@ def rect_moment(b, t, y_bot_of_rect): @property def Ze_steel(self) -> float: - """Elastic section modulus about strong axis (mm^3).""" + # Elastic section modulus about strong axis (mm^3). yc = self.y_cg_from_bot y_top = self.D - yc return self.Iz_steel / max(yc, y_top) @@ -189,7 +187,7 @@ def Ze_steel(self) -> float: @dataclass class SlabProperties: - """Concrete slab dimensions and reinforcement (all mm).""" + # Concrete deck slab dimensions and reinforcement (all in mm). Covers per IRC 112-2020 durability table. thickness: float haunch_depth: float = 0.0 rebar_area_top: float = 0.0 @@ -200,19 +198,19 @@ class SlabProperties: @dataclass class GeometryConfig: - """Bridge-level geometry parameters (lengths in m).""" + # Bridge-level geometry (lengths in m). beam_type: "inner" or "outer" per IRC 22 Cl.603.2.1. span: float beam_spacing: float carriageway_width: float + n_girders: int + edge_distance: float beam_type: str = "inner" - n_girders: int = 7 - edge_distance: float = 1.05 support_type: str = "simply_supported" @dataclass class ShearStudConfig: - """Headed stud connector properties (Cl.606).""" + # Headed stud connector (IRC 22:2015 Cl.606). fu ≤ 500 MPa per Cl.606.3.1 recommendation. diameter: float = 22.0 height: float = 150.0 fu: float = 500.0 @@ -221,63 +219,46 @@ class ShearStudConfig: @dataclass class FatigueConfig: - """Fatigue design parameters (Cl.605).""" + # IRC 22:2015 Cl.605 — fatigue design parameters. Nsc defaults to Table 5 reference life 2×10^6. Nsc: int = 2_000_000 - stress_range: float = 55.0 - shear_range: float = 30.0 detail_category: str = "welded" - ffn: float = 92.0 - tfn: float = 59.0 + ffn: float = FATIGUE_STRENGTH_WELDED_MPA # Cl.605.3 — normal fatigue strength at 5e6 cycles + tfn: float = FATIGUE_SHEAR_STRENGTH_MPA # Cl.605.3 — shear fatigue strength at 5e6 cycles @dataclass class BridgeConfig: - """ - Master bridge configuration - single input to the entire pipeline. - - BridgeConfig - |-- DemandExtractor - |-- IRC22CapacityCalculator - |-- DCREngine - +-- ReportGenerator - """ - material: SteelProperties = field(default_factory=SteelProperties) - section: SteelSection = field(default_factory=lambda: SteelSection( - D=1500, bf_top=400, tf_top=20, bf_bot=500, tf_bot=25, tw=12, - )) - slab: SlabProperties = field(default_factory=lambda: SlabProperties(thickness=250)) - geometry: GeometryConfig = field(default_factory=lambda: GeometryConfig( - span=33.5, beam_spacing=2.2775, carriageway_width=10.0, - )) + # Single aggregate input consumed by DemandExtractor / IRC22CapacityCalculator / DCREngine / Report. + material: SteelProperties + section: SteelSection + slab: SlabProperties + geometry: GeometryConfig studs: ShearStudConfig = field(default_factory=ShearStudConfig) fatigue: FatigueConfig = field(default_factory=FatigueConfig) @classmethod - def from_plate_girder_bridge(cls, bridge: Any) -> BridgeConfig: - """Extract BridgeConfig from a PlateGirderBridge instance.""" - from osdagbridge.core.utils.common import KEY_GIRDER, KEY_DECK_CONCRETE_GRADE_BASIC, KEY_DECK_THICKNESS + def from_plate_girder_bridge(cls, bridge: Any) -> "BridgeConfig": + # Build a BridgeConfig from a solved PlateGirderBridge: materials from the project DB + # (which mirrors IS 2062 / IRC 22 Annex III), concrete/rebar resolved via IRC 22 Annex III. + from osdagbridge.core.utils.common import ( + KEY_GIRDER, KEY_DECK_CONCRETE_GRADE_BASIC, KEY_DECK_THICKNESS, + KEY_SPAN, KEY_CARRIAGEWAY_WIDTH, + ) - # Ensure material/section props exist - if not hasattr(bridge, 'material_props') or not bridge.material_props: + if not getattr(bridge, "material_props", None): bridge.material_props = bridge._build_material_props() - if not hasattr(bridge, 'section_props') or not bridge.section_props: + if not getattr(bridge, "section_props", None): bridge.section_props = bridge._girder_section() - sp = bridge.material_props.steel_prop - cp = bridge.material_props.concrete_prop - - # fu lookup handling - fu_val = sp.Fu / 1_000_000 if sp.Fu else (sp.Fy / 1_000_000 * 1.5) + steel_prop = bridge.material_props.steel_prop + fy_struct = steel_prop.Fy / 1_000_000.0 + fu_struct = (steel_prop.Fu / 1_000_000.0) if steel_prop.Fu else fy_struct * 1.5 - material = SteelProperties( - fy=sp.Fy / 1_000_000, - fu=fu_val, - Es=sp.E / 1_000_000, - fck=cp.fck, - fctm=cp.fctm, - Ecm=cp.Ecm * 1000, + material = SteelProperties.from_grades( steel_grade=str(bridge.basic_inputs.get(KEY_GIRDER, "")), - concrete_grade=str(bridge.basic_inputs.get(KEY_DECK_CONCRETE_GRADE_BASIC, "")) + fy_struct_MPa=fy_struct, + fu_struct_MPa=fu_struct, + concrete_grade=str(bridge.basic_inputs.get(KEY_DECK_CONCRETE_GRADE_BASIC, "")), ) props = bridge.section_props @@ -290,71 +271,45 @@ def from_plate_girder_bridge(cls, bridge: Any) -> BridgeConfig: tw=props["t_w"] * 1000, ) - geom = getattr(bridge, 'grillage_geometry', None) - deck = getattr(bridge, 'deck_layout', None) - sizing = getattr(bridge, 'sizing_result', None) - - from osdagbridge.core.utils.common import KEY_SPAN, KEY_CARRIAGEWAY_WIDTH - - span_L = geom.L if geom else float(bridge.basic_inputs.get(KEY_SPAN, 33.5)) - spacing = geom.ext_to_int_dist if geom else (sizing.girder_spacing if sizing else 2.2775) - edges = geom.edge_dist if geom else (sizing.deck_overhang if sizing else 1.05) - n_g = geom.n_l if geom else (sizing.no_of_girders if sizing else 7) - cw = deck.carriageway_width if deck else float(bridge.basic_inputs.get(KEY_CARRIAGEWAY_WIDTH, 10.0)) + geom = getattr(bridge, "grillage_geometry", None) + deck = getattr(bridge, "deck_layout", None) + sizing = getattr(bridge, "sizing_result", None) geometry = GeometryConfig( - span=span_L, - beam_spacing=spacing, - carriageway_width=cw, - n_girders=n_g, - edge_distance=edges, + span=geom.L if geom else float(bridge.basic_inputs[KEY_SPAN]), + beam_spacing=geom.ext_to_int_dist if geom else sizing.girder_spacing, + carriageway_width=deck.carriageway_width if deck else float(bridge.basic_inputs[KEY_CARRIAGEWAY_WIDTH]), + n_girders=geom.n_l if geom else sizing.no_of_girders, + edge_distance=geom.edge_dist if geom else sizing.deck_overhang, ) - thickness_val = float(bridge.basic_inputs.get(KEY_DECK_THICKNESS, 250.0)) - slab = SlabProperties(thickness=thickness_val) - + slab = SlabProperties(thickness=float(bridge.basic_inputs[KEY_DECK_THICKNESS])) return cls(material=material, section=section, geometry=geometry, slab=slab) @classmethod def example_33m_bridge(cls) -> "BridgeConfig": - """ - Factory: realistic 33.5 m simply-supported composite bridge - matching the ospgrillage analyser model. - """ + # Reference 33.5 m simply-supported composite bridge matching the ospgrillage analyser model. + # All material properties routed through IRC 22:2015 Annex III lookups. return cls( - material=SteelProperties( - steel_grade="E350", fy=350.0, fu=490.0, Es=200_000.0, - concrete_grade="M65", fck=65.0, fctm=4.1, Ecm=38_000.0, - rebar_grade="Fe500", fy_rebar=500.0, - ), - section=SteelSection( - D=1500, bf_top=400, tf_top=20, - bf_bot=500, tf_bot=25, tw=12, fabrication="welded", - ), - slab=SlabProperties( - thickness=250, haunch_depth=0, - rebar_area_top=1257.0, rebar_area_bot=1257.0, + material=SteelProperties.from_grades( + steel_grade="E350", + fy_struct_MPa=350.0, # IS 2062 — E350 yield strength + fu_struct_MPa=490.0, # IS 2062 — E350 ultimate strength + concrete_grade="M65", + rebar_grade="Fe500", ), + section=SteelSection(D=1500, bf_top=400, tf_top=20, bf_bot=500, tf_bot=25, tw=12), + slab=SlabProperties(thickness=250, rebar_area_top=1257.0, rebar_area_bot=1257.0), geometry=GeometryConfig( - span=33.5, beam_spacing=2.2775, - carriageway_width=10.0, beam_type="inner", + span=33.5, beam_spacing=2.2775, carriageway_width=10.0, n_girders=7, edge_distance=1.05, ), - studs=ShearStudConfig(diameter=22, height=150, fu=500, n_per_section=2), - fatigue=FatigueConfig( - Nsc=2_000_000, stress_range=55.0, shear_range=30.0, - detail_category="welded", ffn=92.0, tfn=59.0, - ), ) def summary(self) -> str: - s = self.section - g = self.geometry - m = self.material - return ( - f"L={g.span}m | {m.steel_grade}/{m.concrete_grade} | " - f"D={s.D}mm | {g.n_girders} girders @ {g.beam_spacing}m" - ) + s, g, m = self.section, self.geometry, self.material + return (f"L={g.span}m | {m.steel_grade}/{m.concrete_grade} | " + f"D={s.D}mm | {g.n_girders} girders @ {g.beam_spacing}m") # ====================================================================== @@ -364,26 +319,16 @@ def summary(self) -> str: @dataclass class DemandEnvelope: - """ - Factored force demands at the critical section. - Every field carries its unit in the name suffix for clarity. - """ - # -- ULS demands -- + # Factored force demands at the critical section. Unit suffix is part of each name for clarity. Mu_kNm: float = 0.0 Vu_kN: float = 0.0 Nu_kN: float = 0.0 M_construction_kNm: float = 0.0 - - # -- SLS demands -- delta_live_mm: float = 0.0 delta_total_mm: float = 0.0 - - # -- Fatigue demands -- stress_range_MPa: float = 0.0 shear_range_MPa: float = 0.0 Nsc: int = 2_000_000 - - # -- Metadata -- governing_combination: str = "ULS Combination I" location: str = "midspan" member: str = "" @@ -391,13 +336,7 @@ class DemandEnvelope: class DemandExtractor: - """ - Factory for DemandEnvelope objects. - - Two entry-points: - 1. from_manual(...) - user supplies demand values directly - 2. apply_load_factors(...) - builds envelope from unfactored DL/LL - """ + # Factory for DemandEnvelope: from_manual / from_analysis_results / apply_load_factors. @staticmethod def from_manual( @@ -414,7 +353,7 @@ def from_manual( location: str = "midspan", member: str = "interior_girder", ) -> DemandEnvelope: - """Create demand envelope from user-supplied values.""" + # Build a DemandEnvelope from directly supplied factored quantities. return DemandEnvelope( Mu_kNm=Mu_kNm, Vu_kN=Vu_kN, Nu_kN=Nu_kN, M_construction_kNm=M_construction_kNm, delta_live_mm=delta_live_mm, delta_total_mm=delta_total_mm, @@ -427,91 +366,220 @@ def from_manual( def from_analysis_results( results: PlateGirderAnalysisResults, element_ids: list[int], - delta_live_mm: float = 28.0, - delta_total_mm: float = 38.0, - stress_range_MPa: float = 55.0, - shear_range_MPa: float = 30.0, + node_ids: list[int], + Ze_steel_mm3: float, + Aw_mm2: float, Nsc: int = 2_000_000, - member_name: str = "interior_longitudinal_beam" + member_name: str = "interior_longitudinal_beam", ) -> DemandEnvelope: - """ - Extract max factored forces directly from analysis results dataset for given elements. - """ - # Convert dataset variables N -> kN, Nm -> kNm (divide by 1000) + # Extract ULS Mu/Vu envelopes, construction moment, deflections, and fatigue ranges + # directly from the grillage xarray dataset. forces→N/Nm, displacements→m. + import warnings + import numpy as np + + ds = results.ds + lc_groups = results.classify_loadcases() + dead_lcs = lc_groups["dead"] + live_static = lc_groups["vehicle_static"] + live_moving = lc_groups["vehicle_moving"] + all_live_lcs = live_static + live_moving + + def _as_float(arr): + """Cast xarray/object array to float, coercing non-numeric to NaN.""" + a = np.asarray(arr) + if a.dtype == object: + flat = np.empty(a.size, dtype=float) + for i, v in enumerate(a.flat): + try: + flat[i] = float(v) + except (TypeError, ValueError): + flat[i] = np.nan + return flat.reshape(a.shape) + return a.astype(float) + + # ------------------------------------------------------------------ + # (1) ULS Mu, Vu — absolute envelope across every LC + # ------------------------------------------------------------------ max_mz = 0.0 max_vy = 0.0 - construction_mz = 0.0 - - # Loadcase names relevant to construction stage - c_cases = ["girder self weight", "deck slab load", "girder_self_weight", "deck_slab_load", "steel", "wet_concrete"] - for lc in results.get_available_loadcases(): try: - # Force arrays for the elements - mz_vals = results.ds.sel(Loadcase=lc, Element=element_ids, Component=["Mz_i", "Mz_j"])["forces"].values - vy_vals = results.ds.sel(Loadcase=lc, Element=element_ids, Component=["Vy_i", "Vy_j"])["forces"].values - - # Check maximum absolute magnitude for the loadcase across all elements/nodes - mz_abs_max = abs(mz_vals).max() - vy_abs_max = abs(vy_vals).max() - - if mz_abs_max > max_mz: - max_mz = mz_abs_max - if vy_abs_max > max_vy: - max_vy = vy_abs_max - - lc_str = str(lc).lower() - if any(c in lc_str for c in c_cases): - # For construction moment, we safely envelope the absolute maxima for those specific cases - construction_mz += mz_abs_max + mz = _as_float( + ds.sel(Loadcase=lc, Element=element_ids, + Component=["Mz_i", "Mz_j"])["forces"].values + ) + vy = _as_float( + ds.sel(Loadcase=lc, Element=element_ids, + Component=["Vy_i", "Vy_j"])["forces"].values + ) + mz_finite = mz[~np.isnan(mz)] + vy_finite = vy[~np.isnan(vy)] + if mz_finite.size: + max_mz = max(max_mz, float(np.abs(mz_finite).max())) + if vy_finite.size: + max_vy = max(max_vy, float(np.abs(vy_finite).max())) except KeyError: continue Mu_kNm = max_mz / 1000.0 Vu_kN = max_vy / 1000.0 - M_const_kNm = (construction_mz * 1.35) / 1000.0 - # Fallback if no construction cases identified, use 25% of composite moment - if M_const_kNm == 0: - M_const_kNm = Mu_kNm * 0.25 + # ------------------------------------------------------------------ + # (2) Construction moment — steel self-wt + wet concrete only + # ------------------------------------------------------------------ + c_patterns = ("girder self weight", "deck slab load", + "girder_self_weight", "deck_slab_load", + "steel", "wet_concrete") + construction_mz = 0.0 + matched = 0 + for lc in dead_lcs: + lc_str = str(lc).lower() + if any(p in lc_str for p in c_patterns): + try: + mz = _as_float( + ds.sel(Loadcase=lc, Element=element_ids, + Component=["Mz_i", "Mz_j"])["forces"].values + ) + mz_finite = mz[~np.isnan(mz)] + if mz_finite.size: + construction_mz += float(np.abs(mz_finite).max()) + matched += 1 + except KeyError: + continue + + if matched == 0: + warnings.warn( + "No construction-stage load cases (girder SW / wet concrete) " + "identified in analysis results. M_construction = 0; the LTB " + "construction-stage check will be skipped.", + stacklevel=2, + ) + M_const_kNm = 0.0 + else: + # IRC 6:2017 Table B.2 — ULS partial factor for dead load (adding, basic combination). + gamma_dl = IRC6_2017.table_B2(load_type="dead_load", effect="adding", combination="basic") + M_const_kNm = (construction_mz * gamma_dl) / 1000.0 + + # ------------------------------------------------------------------ + # (3) Deflections from `displacements.Component="y"` + # live : max |y-disp| over live LCs × girder nodes + # total : max |Σ dead-LC y-disp + live-LC y-disp| per node + # ------------------------------------------------------------------ + delta_live_m = 0.0 + delta_dead_m = 0.0 + try: + disp_y = ds.displacements.sel(Component="y", Node=node_ids) + + if all_live_lcs: + live_vals = _as_float(disp_y.sel(Loadcase=all_live_lcs).values) + live_finite = live_vals[~np.isnan(live_vals)] + if live_finite.size: + delta_live_m = float(np.abs(live_finite).max()) + + if dead_lcs: + dead_vals = _as_float(disp_y.sel(Loadcase=dead_lcs).values) + dead_vals = np.nan_to_num(dead_vals, nan=0.0) + # sum across LCs for each node, then take |·|max + if dead_vals.ndim > 1: + per_node = dead_vals.sum(axis=0) + else: + per_node = dead_vals + if per_node.size: + delta_dead_m = float(np.abs(per_node).max()) + except (KeyError, ValueError) as e: + warnings.warn( + f"Could not extract vertical deflections from dataset: {e}. " + "delta_live / delta_total set to 0.", + stacklevel=2, + ) + + delta_live_mm = delta_live_m * 1000.0 + delta_total_mm = (delta_dead_m + delta_live_m) * 1000.0 + + # ------------------------------------------------------------------ + # (4) Fatigue ranges from moving-load envelope + # stress_range = (Mz_max - Mz_min) / Ze_steel [MPa] + # shear_range = (Vy_max - Vy_min) / Aw [MPa] + # ------------------------------------------------------------------ + stress_range_MPa = 0.0 + shear_range_MPa = 0.0 + + if live_moving and Ze_steel_mm3 > 0: + try: + mz_i = _as_float( + ds.forces.sel(Loadcase=live_moving, Element=element_ids, + Component="Mz_i").values + ).flatten() + mz_j = _as_float( + ds.forces.sel(Loadcase=live_moving, Element=element_ids, + Component="Mz_j").values + ).flatten() + mz_all = np.concatenate([mz_i, mz_j]) + mz_all = mz_all[~np.isnan(mz_all)] + if mz_all.size: + # Nm → Nmm : ×1000 ; σ = M/Ze + mz_range_Nmm = (mz_all.max() - mz_all.min()) * 1000.0 + stress_range_MPa = float(mz_range_Nmm / Ze_steel_mm3) + except (KeyError, ValueError): + pass + + if live_moving and Aw_mm2 > 0: + try: + vy_i = _as_float( + ds.forces.sel(Loadcase=live_moving, Element=element_ids, + Component="Vy_i").values + ).flatten() + vy_j = _as_float( + ds.forces.sel(Loadcase=live_moving, Element=element_ids, + Component="Vy_j").values + ).flatten() + vy_all = np.concatenate([vy_i, vy_j]) + vy_all = vy_all[~np.isnan(vy_all)] + if vy_all.size: + vy_range_N = vy_all.max() - vy_all.min() + shear_range_MPa = float(vy_range_N / Aw_mm2) + except (KeyError, ValueError): + pass return DemandEnvelope( Mu_kNm=round(Mu_kNm, 2), Vu_kN=round(Vu_kN, 2), Nu_kN=0.0, M_construction_kNm=round(M_const_kNm, 2), - delta_live_mm=delta_live_mm, - delta_total_mm=delta_total_mm, - stress_range_MPa=stress_range_MPa, - shear_range_MPa=shear_range_MPa, + delta_live_mm=round(delta_live_mm, 3), + delta_total_mm=round(delta_total_mm, 3), + stress_range_MPa=round(stress_range_MPa, 3), + shear_range_MPa=round(shear_range_MPa, 3), Nsc=Nsc, governing_combination="Max Extracted (All LCs)", location="critical element", member=member_name, - source="grillage_analysis" + source="grillage_analysis", ) - + @staticmethod def apply_load_factors( M_dead_kNm: float, M_live_kNm: float, V_dead_kN: float, V_live_kN: float, - gamma_dead: float = 1.35, - gamma_live: float = 1.50, - impact_factor: float = 1.10, + span_m: float, + vehicle_class: str = KEY_VEHICLE[0], # default Class 70R(W) ) -> DemandEnvelope: - """ - Build demand envelope from unfactored dead/live force components. - IRC:6-2017 load combination factors applied. - """ - Mu = gamma_dead * M_dead_kNm + gamma_live * impact_factor * M_live_kNm - Vu = gamma_dead * V_dead_kN + gamma_live * impact_factor * V_live_kN + # IRC 6:2017 Table B.2 (ULS basic) — γDL = 1.35, γLL(leading) = 1.50. + gamma_dl = IRC6_2017.table_B2(load_type="dead_load", effect="adding", combination="basic") + gamma_ll = IRC6_2017.table_B2(load_type="live_load", load_category="leading", combination="basic") + # IRC 6:2017 Cl.208.2 / 208.3 — impact factor by vehicle class. + if vehicle_class in (KEY_VEHICLE[0], KEY_VEHICLE[1]): # Class 70R(W) / 70R(T) + impact = 1.0 + IRC6_2017.cl_208_3_impact_factor(span_m) + else: # Class A / Class B + impact = 1.0 + IRC6_2017.cl_208_2_impact_factor(span_m) + + Mu = gamma_dl * M_dead_kNm + gamma_ll * impact * M_live_kNm + Vu = gamma_dl * V_dead_kN + gamma_ll * impact * V_live_kN return DemandEnvelope( Mu_kNm=round(Mu, 3), Vu_kN=round(Vu, 3), - governing_combination=( - f"gDL={gamma_dead} x DL + gLL={gamma_live} x IF={impact_factor} x LL" - ), + governing_combination=f"γDL={gamma_dl}·DL + γLL={gamma_ll}·IF={impact:.3f}·LL", location="midspan", source="factored_components", ) @@ -523,64 +591,35 @@ def apply_load_factors( @dataclass class CapacityResults: - """Aggregated capacity values from all IRC 22 checks.""" - - # Cl.603.2.1 - Effective width - beff_mm: float = 0.0 - - # Cl.603.3.1 - Positive moment capacity - xu_mm: float = 0.0 + # Aggregated IRC 22:2015 capacity values keyed by the clause that produced them. + beff_mm: float = 0.0 # Cl.603.2.1 + xu_mm: float = 0.0 # Cl.603.3.1 pna_location: str = "" Mp_kNm: float = 0.0 Md_kNm: float = 0.0 - - # Cl.603.3.3.1 - Buckling resistance moment - Mcr_kNm: float = 0.0 + Mcr_kNm: float = 0.0 # Cl.603.3.3.1 lambda_LT: float = 0.0 chi_LT: float = 0.0 Mb_kNm: float = 0.0 - - # Cl.603.3.3.2 - Shear - Av_mm2: float = 0.0 + Av_mm2: float = 0.0 # Cl.603.3.3.2 Vn_kN: float = 0.0 Vd_kN: float = 0.0 - - # Cl.603.3.3.3 - Combined bending + shear - Mdv_kNm: float = 0.0 + Mdv_kNm: float = 0.0 # Cl.603.3.3.3 beta_interaction: float = 0.0 - - # Cl.604.3.2 - Deflection limits - defl_limit_live_mm: float = 0.0 + defl_limit_live_mm: float = 0.0 # Cl.604.3.2 defl_limit_total_mm: float = 0.0 - - # Cl.604.3.1 - SLS stress limits - sigma_c_limit_MPa: float = 0.0 + sigma_c_limit_MPa: float = 0.0 # Cl.604.3.1 sigma_s_limit_MPa: float = 0.0 - - # Cl.605 - Fatigue - f_fd_MPa: float = 0.0 + f_fd_MPa: float = 0.0 # Cl.605 tau_fd_MPa: float = 0.0 - - # Cl.606 - Shear connectors - Qu_kN: float = 0.0 + Qu_kN: float = 0.0 # Cl.606 stud_spacing_mm: float = 0.0 - - # Meta source: str = "built-in" details: Dict[str, dict] = field(default_factory=dict) class IRC22CapacityCalculator: - """ - Clause-by-clause IRC 22:2015 capacity calculator. - Uses built-in formulas for all clause computations. - - Usage - ----- - config = BridgeConfig.example_33m_bridge() - calc = IRC22CapacityCalculator(config) - results = calc.compute_all(Vu_kN=850.0) - """ + # Clause-by-clause IRC 22:2015 capacity calculator driven by a single BridgeConfig. def __init__(self, config: BridgeConfig): self.cfg = config @@ -591,12 +630,8 @@ def __init__(self, config: BridgeConfig): self.studs = config.studs self.fatigue = config.fatigue - # --------------------------------------------------------- - # Cl.603.2.1 - Effective Width (Simply Supported) - # --------------------------------------------------------- - + # IRC 22:2015 Cl.603.2.1 — effective width of concrete flange for simply-supported girder. def compute_effective_width(self) -> dict: - """IRC 22:2015 Cl.603.2.1 - Effective width of concrete flange.""" Lo_mm = self.geo.span * 1000.0 B_mm = self.geo.beam_spacing * 1000.0 @@ -615,12 +650,8 @@ def compute_effective_width(self) -> dict: "clause": "IRC 22:2015 - Cl.603.2.1", "source": "built-in", } - # --------------------------------------------------------- - # Cl.603 - Section Classification - # --------------------------------------------------------- - + # IRC 22:2015 Cl.603 — section classification (web + flange governed by d/tw and b/tf ratios). def classify_section(self) -> dict: - """IRC 22:2015 Cl.603 - web & flange classification.""" fy = self.mat.fy epsilon = math.sqrt(250.0 / fy) sec = self.sec @@ -661,12 +692,8 @@ def _classify_flange(b_tf: float, epsilon: float, fab: str) -> str: return "Semi-Compact" return "Slender" - # --------------------------------------------------------- - # Cl.603.3.1 - Positive Moment Capacity (Plastic) - # --------------------------------------------------------- - + # IRC 22:2015 Cl.603.3.1 — plastic positive moment capacity (sagging, full shear interaction). def compute_moment_capacity(self, beff_mm: float) -> dict: - """IRC 22:2015 Cl.603.3.1 - Plastic moment capacity (sagging).""" sec = self.sec mat = self.mat slab = self.slab @@ -746,12 +773,8 @@ def _steel_elements(self, ds, h_haunch): (base + sec.tf_top + sec.dw, sec.tf_bot, sec.bf_bot), ] - # --------------------------------------------------------- - # Cl.603.3.3.2 - Plastic Shear Resistance - # --------------------------------------------------------- - + # IRC 22:2015 Cl.603.3.3.2 — plastic shear resistance of the web (Vd = Av·fy / (√3·γm0)). def compute_shear_capacity(self) -> dict: - """IRC 22:2015 Cl.603.3.3.2 - Plastic shear resistance.""" sec = self.sec fyw, gm0 = self.mat.fy, self.mat.gamma_m0 Av = sec.dw * sec.tw @@ -765,18 +788,13 @@ def compute_shear_capacity(self) -> dict: "clause": "IRC 22:2015 - Cl.603.3.3.2", "source": "built-in", } - # --------------------------------------------------------- - # Cl.603.3.3.1 - Lateral-Torsional Buckling Resistance - # --------------------------------------------------------- - + # IRC 22:2015 Cl.603.3.3.1 — lateral-torsional buckling resistance at construction stage. def compute_buckling_resistance(self, beff_mm: float) -> dict: - """IRC 22:2015 Cl.603.3.3.1 - Buckling resistance moment.""" sec = self.sec mat = self.mat fy, Es = mat.fy, mat.Es - G = Es / (2.0 * (1.0 + 0.3)) - # In reality, temporary or permanent cross-bracings are installed at 4m to 6m intervals. - # We clamp the unbraced length LLT to 6000 mm for accurate construction stage evaluation. + G = mat.Gs # IRC 22 Annex III — shear modulus. + # Cross-bracing at 4–6 m intervals in practice — clamp LLT to 6000 mm for the construction stage. LLT_mm = min(self.geo.span * 1000.0, 6000.0) It = (sec.bf_top * sec.tf_top ** 3 @@ -817,12 +835,8 @@ def compute_buckling_resistance(self, beff_mm: float) -> dict: "clause": "IRC 22:2015 - Cl.603.3.3.1", "source": "built-in", } - # --------------------------------------------------------- - # Cl.603.3.3.3 - Combined Bending + High Shear - # --------------------------------------------------------- - + # IRC 22:2015 Cl.603.3.3.3 — reduced bending resistance under high shear (V > 0.6·Vd). def compute_combined_bending_shear(self, Md_kNm: float, V_kN: float, Vd_kN: float) -> dict: - """IRC 22:2015 Cl.603.3.3.3 - Reduced bending under high shear.""" sec = self.sec fy, gm0 = self.mat.fy, self.mat.gamma_m0 hw = sec.dw + sec.tf_top / 2.0 + sec.tf_bot / 2.0 @@ -844,121 +858,110 @@ def compute_combined_bending_shear(self, Md_kNm: float, V_kN: float, Vd_kN: floa "clause": "IRC 22:2015 - Cl.603.3.3.3", "source": "built-in", } - # --------------------------------------------------------- - # Cl.604.3 - Modular Ratio - # --------------------------------------------------------- - + # IRC 22:2015 Cl.604.3 — short- and long-term modular ratio (min bounds 7.5 / 15.0). def compute_modular_ratio(self) -> dict: - """IRC 22:2015 Cl.604.3 - Short- and long-term modular ratio.""" - Es, Ecm = self.mat.Es, self.mat.Ecm - Kc = 0.5 - m_short = max(Es / Ecm, 7.5) - m_long = max(Es / (Kc * Ecm), 15.0) + res = IRC22_2014.cl_604_3_modular_ratio(Ecm=self.mat.Ecm, Kc=0.5) return { - "Es_MPa": Es, "Ecm_MPa": Ecm, "Kc": Kc, - "m_short": round(m_short, 3), "m_long": round(m_long, 3), - "clause": "IRC 22:2015 - Cl.604.3", "source": "built-in", + "Es_MPa": res["Es_MPa"], "Ecm_MPa": res["Ecm_MPa"], "Kc": res["Kc"], + "m_short": res["m_short_term"], "m_long": res["m_long_term"], + "clause": res["clause"], "source": "IRC22_2014", } - # --------------------------------------------------------- - # Cl.604.3.1 - SLS Limiting Stresses - # --------------------------------------------------------- - + # IRC 22:2015 Cl.604.3.1 — SLS allowable stresses (concrete k1·fck, rebar k3·fyk, steel 0.9·fy). def compute_sls_stress_limits(self) -> dict: - """IRC 22:2015 Cl.604.3.1 - Allowable stresses for serviceability.""" + res = IRC22_2014.cl_604_3_1_limiting_stresses( + f_ck_cu=self.mat.fck, + f_yk_reinf=self.mat.fy_rebar, + f_y_struct=self.mat.fy, + ) return { - "sigma_c_allow_MPa": round(0.48 * self.mat.fck, 2), - "sigma_rebar_allow_MPa": round(0.80 * self.mat.fy_rebar, 2), - "sigma_steel_allow_MPa": round(0.9 * self.mat.fy, 2), - "clause": "IRC 22:2015 - Cl.604.3.1", "source": "built-in", + "sigma_c_allow_MPa": res["concrete_allowable_stress_MPa"], + "sigma_rebar_allow_MPa": res["reinforcement_allowable_stress_MPa"], + "sigma_steel_allow_MPa": res["steel_equivalent_limit_0.9fy_MPa"], + "clause": res["clause"], "source": "IRC22_2014", } - # --------------------------------------------------------- - # Cl.604.3.2 - Deflection Limits - # --------------------------------------------------------- - + # IRC 22:2015 Cl.604.3.2 — deflection limits (live+impact ≤ L/800, total ≤ L/600). def compute_deflection_limits(self) -> dict: - """IRC 22:2015 Cl.604.3.2 - Deflection limits.""" - span_mm = self.geo.span * 1000.0 + res = IRC22_2014.cl_604_3_2_deflection_limits(span_m=self.geo.span) + main = res["main_girder_limits"] return { - "span_mm": span_mm, - "defl_limit_live_mm": round(span_mm / 800.0, 3), - "defl_limit_total_mm": round(span_mm / 600.0, 3), - "clause": "IRC 22:2015 - Cl.604.3.2", "source": "built-in", + "span_mm": res["span_mm"], + "defl_limit_live_mm": main["allow_live_impact_mm"], + "defl_limit_total_mm": main["allow_total_mm"], + "clause": res["clause"], "source": "IRC22_2014", } - # --------------------------------------------------------- - # Cl.605 - Fatigue Assessment - # --------------------------------------------------------- - - def compute_fatigue(self) -> dict: - """IRC 22:2015 Cl.605 - Fatigue design strength.""" + # IRC 22:2015 Cl.605.2 / 605.3 / 605.4 — thickness correction μr, f_f, τ_f, f_fd, τ_fd. + def compute_fatigue(self, stress_range_MPa: float = 0.0) -> dict: fat = self.fatigue mat = self.mat - Nsc, ffn, tfn = fat.Nsc, fat.ffn, fat.tfn - gamma_mft = mat.gamma_mft tp = max(self.sec.tf_top, self.sec.tf_bot) - if self.sec.fabrication == "welded" and tp > 25.0: - mu_r = min((25.0 / tp) ** 0.25, 1.0) - else: - mu_r = 1.0 + # Cl.605.2 — thickness correction factor μr (welded + tp>25 mm only). + design = IRC22_2014.cl_605_2_fatigue_design( + tp_mm=tp, + f_MPa=max(stress_range_MPa, 1e-6), + Nsc=fat.Nsc, + section_type=self.sec.fabrication, + gamma_mft=mat.gamma_mft, + ) + mu_r = design["mu_r"] - exponent = 1.0 / 3.0 if Nsc <= 5e6 else 1.0 / 5.0 - f_f = ffn * (5e6 / Nsc) ** exponent - tau_f = tfn * (5e6 / Nsc) ** (1.0 / 5.0) - f_fd = mu_r * f_f / gamma_mft - tau_fd = mu_r * tau_f / gamma_mft + # Cl.605.3 — design fatigue stress ranges f_f and τ_f for Nsc cycles. + strength = IRC22_2014.cl_605_3_fatigue_strength( + Nsc=fat.Nsc, section_type=self.sec.fabrication, ffn=fat.ffn, tfn=fat.tfn, + ) + + # Cl.605.4 — design fatigue strengths after μr and γmft. + assessment = IRC22_2014.cl_605_4_fatigue_assessment( + ff=strength["f_f_normal_MPa"], + tf=strength["tau_f_shear_MPa"], + mu_r=mu_r, + gamma_mft=mat.gamma_mft, + fy=mat.fy, + ) return { - "mu_r": round(mu_r, 4), - "f_f_MPa": round(f_f, 3), "tau_f_MPa": round(tau_f, 3), - "f_fd_MPa": round(f_fd, 3), "tau_fd_MPa": round(tau_fd, 3), - "Nsc": Nsc, - "exempt_stress_check": fat.stress_range < 27.0 / gamma_mft, + "mu_r": mu_r, + "f_f_MPa": strength["f_f_normal_MPa"], + "tau_f_MPa": strength["tau_f_shear_MPa"], + "f_fd_MPa": assessment["f_fd_MPa"], + "tau_fd_MPa": assessment["tau_fd_MPa"], + "Nsc": fat.Nsc, + "exempt_stress_check": design["stress_condition_ok"], "clause": "IRC 22:2015 - Cl.605.2 / 605.3 / 605.4", - "source": "built-in", + "source": "IRC22_2014", } - # --------------------------------------------------------- - # Cl.606.3.1 - Shear Stud Connector Strength - # --------------------------------------------------------- - + # IRC 22:2015 Cl.606.3.1 — headed-stud design strength Qu (Eq 6.1: min of steel and concrete modes). def compute_stud_capacity(self) -> dict: - """IRC 22:2015 Cl.606.3.1 - Design strength of headed stud.""" stud = self.studs mat = self.mat - gv = mat.gamma_v - d, hs, fu = stud.diameter, stud.height, stud.fu - fck_cu, Ecm = mat.fck, mat.Ecm - - fck_cyl = 0.8 * fck_cu - hd = hs / d - alpha = 1.0 if hd >= 4.0 else 0.2 * (hd + 1.0) - A_stud = math.pi * d ** 2 / 4.0 - - Qu_steel = 0.8 * fu * A_stud / gv - Qu_conc = 0.29 * alpha * d ** 2 * math.sqrt(fck_cyl * Ecm) / gv - Qu = min(Qu_steel, Qu_conc) - governs = "steel" if Qu_steel <= Qu_conc else "concrete" - + res = IRC22_2014.cl_606_3_1_stud_connector_strength( + d_mm=stud.diameter, + hs_mm=stud.height, + fu_MPa=stud.fu, + fck_cu_MPa=mat.fck, + Ecm_MPa=mat.Ecm, + gamma_v=mat.gamma_v, + use_table7_reference=False, + debug=True, + ) return { - "Qu_kN": round(Qu / 1e3, 3), - "Qu_steel_kN": round(Qu_steel / 1e3, 3), - "Qu_conc_kN": round(Qu_conc / 1e3, 3), - "governs": governs, "alpha": round(alpha, 4), - "fck_cyl_MPa": round(fck_cyl, 2), - "clause": "IRC 22:2015 - Cl.606.3.1 (Eq 6.1)", - "source": "built-in", + "Qu_kN": res["Qu_kN"], + "Qu_steel_kN": res["Qu_steel_kN"], + "Qu_conc_kN": res["Qu_concrete_kN"], + "governs": res["governing_mode"], + "alpha": res["alpha"], + "fck_cyl_MPa": res["fck_cyl_MPa"], + "clause": res["clause"], + "source": "IRC22_2014", } - # --------------------------------------------------------- - # Cl.606.4.1 - Longitudinal Shear & Stud Spacing - # --------------------------------------------------------- - + # IRC 22:2015 Cl.606.4.1 — required headed-stud spacing at ULS (longitudinal shear). def compute_stud_spacing(self, Vu_kN: float, beff_mm: float, xu_mm: float, Qu_kN: float) -> dict: - """IRC 22:2015 Cl.606.4.1 - Required stud spacing at ULS.""" sec, mat, slab = self.sec, self.mat, self.slab ds, h_haunch = slab.thickness, slab.haunch_depth n_studs = self.studs.n_per_section @@ -985,14 +988,10 @@ def compute_stud_spacing(self, Vu_kN: float, beff_mm: float, "clause": "IRC 22:2015 - Cl.606.4.1", "source": "built-in", } - # --------------------------------------------------------- - # Master: compute_all() - # --------------------------------------------------------- - - def compute_all(self, Vu_kN: float = 0.0) -> CapacityResults: - """Run every IRC 22 capacity computation and return aggregated results.""" + # Orchestrator — runs every IRC 22:2015 clause computation into one CapacityResults. + def compute_all(self, Vu_kN: float = 0.0, stress_range_MPa: float = 0.0) -> CapacityResults: results = CapacityResults() - results.source = "built-in" + results.source = "IRC22_2014" # 1. Effective width eff_w = self.compute_effective_width() @@ -1050,7 +1049,7 @@ def compute_all(self, Vu_kN: float = 0.0) -> CapacityResults: results.details["deflection_limits"] = defl # 10. Fatigue - fatigue = self.compute_fatigue() + fatigue = self.compute_fatigue(stress_range_MPa=stress_range_MPa) results.f_fd_MPa = fatigue["f_fd_MPa"] results.tau_fd_MPa = fatigue["tau_fd_MPa"] results.details["fatigue"] = fatigue @@ -1078,7 +1077,7 @@ def compute_all(self, Vu_kN: float = 0.0) -> CapacityResults: @dataclass class CheckResult: - """Single design-check output row.""" + # Single row of the design-check table (one IRC clause evaluated). check_id: int name: str clause: str @@ -1087,19 +1086,12 @@ class CheckResult: capacity: float capacity_unit: str dcr: float - status: str # "PASS" | "WARN" | "FAIL" | "INFO" + status: str # PASS | WARN | FAIL | INFO note: str = "" class DCREngine: - """ - Demand-to-Capacity Ratio engine. - - Classification: - PASS : DCR < 0.90 - WARN : 0.90 <= DCR < 1.00 - FAIL : DCR >= 1.00 - """ + # Demand/Capacity ratio engine — PASS < 0.90, WARN 0.90–1.00, FAIL ≥ 1.00. PASS_THRESHOLD = 0.90 FAIL_THRESHOLD = 1.00 @@ -1134,18 +1126,8 @@ def _add_check(self, check_id, name, clause, demand, capacity, unit, note=""): self.checks.append(result) return result + # Run all eight IRC 22:2015 design checks (flexure, shear, interaction, LTB, deflections, fatigue). def run_all_checks(self) -> List[CheckResult]: - """ - Execute all IRC 22 design checks: - 1. ULS Flexure (Cl.603.3.1) - 2. ULS Shear (Cl.603.3.3.2) - 3. Bending-Shear (Cl.603.3.3.3) - 4. LTB Construction (Cl.603.3.3.1) - 5. SLS Deflection Live (Cl.604.3.2) - 6. SLS Deflection Total (Cl.604.3.2) - 7. Fatigue Normal (Cl.605) - 8. Fatigue Shear (Cl.605) - """ self.checks.clear() d, c = self.demand, self.capacity @@ -1219,7 +1201,7 @@ def n_fail(self) -> int: class ReportGenerator: - """Generates formatted design-check reports.""" + # Text-report formatter for BridgeConfig + DemandEnvelope + CapacityResults + DCREngine. LINE_WIDTH = 78 BAR_WIDTH = 45 @@ -1409,22 +1391,14 @@ def _build_verdict(self) -> str: lines.append("") return "\n".join(lines) + # Assemble the full formatted report string. def generate(self) -> str: - """Build the complete formatted report string.""" return "\n".join([ self._build_header(), self._build_config(), self._build_demands(), self._build_capacity_summary(), self._build_dcr_table(), self._build_bar_chart(), self._build_verdict(), ]) - def save(self, filepath: str) -> str: - """Write the report to a text file.""" - report_text = self.generate() - os.makedirs(os.path.dirname(filepath) or ".", exist_ok=True) - with open(filepath, "w", encoding="utf-8") as f: - f.write(report_text) - return os.path.abspath(filepath) - # ====================================================================== # SECTION 6 -- MAIN PIPELINE @@ -1432,88 +1406,139 @@ def save(self, filepath: str) -> str: def _example_demands(config: BridgeConfig) -> DemandEnvelope: - """ - Realistic factored demand values for the 33.5 m bridge. - """ - L = config.geometry.span + # Reference factored demands for the 33.5 m example bridge. Dead loads computed from material + # unit weights (IRC 6:2017 Cl.203), partial factors from IRC 6:2017 Table B.2 (ULS basic), + # impact factor from IRC 6:2017 Cl.208.3 (Class 70R). Deflection placeholders are illustrative + # only — real runs should come from the grillage analyser via from_analysis_results(). + L_m = config.geometry.span + + # IRC 6:2017 Cl.203 — steel density = 7.8 t/m³ = 76.518 kN/m³. + unit_wts = IRC6_2017.cl_203_dead_load() + gamma_steel_kN_m3 = unit_wts["steel"] * 9.81 # 7.8 t/m³ → kN/m³ + gamma_concrete_kN_m3 = unit_wts["concrete_cement_reinforced"] * 9.81 + A_steel_m2 = config.section.A_steel * 1e-6 - w_sw = A_steel_m2 * 78.5 - w_slab = 25.0 * (config.slab.thickness / 1000.0) * config.geometry.beam_spacing - w_sdl = (4.32 * config.geometry.beam_spacing + 1.5 + 4.0 / config.geometry.n_girders) - w_total_dl = w_sw + w_slab + w_sdl + w_self_weight = A_steel_m2 * gamma_steel_kN_m3 + w_wet_slab = gamma_concrete_kN_m3 * (config.slab.thickness / 1000.0) * config.geometry.beam_spacing + # Illustrative SIDL (surfacing + railing share) — real bridges compute this from deck layout. + w_sidl = (4.32 * config.geometry.beam_spacing + 1.5 + 4.0 / config.geometry.n_girders) + w_dead_total = w_self_weight + w_wet_slab + w_sidl - M_dl = w_total_dl * L ** 2 / 8.0 - V_dl = w_total_dl * L / 2.0 + M_dead_kNm = w_dead_total * L_m ** 2 / 8.0 + V_dead_kN = w_dead_total * L_m / 2.0 - # Construction moment: steel weight + wet concrete only - w_construction = w_sw + w_slab - M_construction = 1.35 * w_construction * L ** 2 / 8.0 + # IRC 6:2017 Table B.2 (ULS basic) — partial safety factors. + gamma_dl = IRC6_2017.table_B2(load_type="dead_load", effect="adding", combination="basic") + gamma_ll = IRC6_2017.table_B2(load_type="live_load", load_category="leading", combination="basic") + # IRC 6:2017 Cl.208.3 — impact factor for Class 70R(W) wheel loading. + impact_fraction = IRC6_2017.cl_208_3_impact_factor(L_m) + impact_multiplier = 1.0 + impact_fraction - M_ll, V_ll = 1800.0, 350.0 - gamma_dl, gamma_ll, impact = 1.35, 1.50, 1.10 + # Construction stage — steel self-weight + wet concrete only; no SIDL, no live load. + w_construction = w_self_weight + w_wet_slab + M_construction_kNm = gamma_dl * w_construction * L_m ** 2 / 8.0 - Mu = gamma_dl * M_dl + gamma_ll * impact * M_ll - Vu = gamma_dl * V_dl + gamma_ll * impact * V_ll + # Placeholder unfactored live-load responses (typical Class 70R on 33.5 m span). + M_live_kNm, V_live_kN = 1800.0, 350.0 + + Mu_kNm = gamma_dl * M_dead_kNm + gamma_ll * impact_multiplier * M_live_kNm + Vu_kN = gamma_dl * V_dead_kN + gamma_ll * impact_multiplier * V_live_kN return DemandExtractor.from_manual( - Mu_kNm=round(Mu, 2), Vu_kN=round(Vu, 2), - M_construction_kNm=round(M_construction, 2), - delta_live_mm=28.0, delta_total_mm=38.0, - stress_range_MPa=config.fatigue.stress_range, - shear_range_MPa=config.fatigue.shear_range, + Mu_kNm=round(Mu_kNm, 2), + Vu_kN=round(Vu_kN, 2), + M_construction_kNm=round(M_construction_kNm, 2), Nsc=config.fatigue.Nsc, - combination=f"ULS Comb I: {gamma_dl}*DL + {gamma_ll}*{impact}*LL", + combination=( + f"ULS Basic: γDL={gamma_dl}·DL + γLL={gamma_ll}·IF={impact_multiplier:.3f}·LL" + ), location="midspan (interior girder)", member="interior_longitudinal_beam", ) -def _extract_demands_from_analysis(analysis_results: PlateGirderAnalysisResults) -> DemandEnvelope: +def _extract_demands_from_analysis( + analysis_results: PlateGirderAnalysisResults, + config: BridgeConfig, +) -> DemandEnvelope: """ - Extract demands from a full Grillage Analysis dynamically. + Extract every demand quantity from a solved grillage analysis. + Section properties (Ze_steel, Aw) come from the BridgeConfig so that + fatigue stress ranges are driven by the same section the capacity + calculator sees. """ - # Get interior girders first + # Section properties needed for stress-range conversions (mm units) + Ze_steel_mm3 = float(config.section.Ze_steel) + Aw_mm2 = float(config.section.Aw) + Nsc = int(config.fatigue.Nsc) + + # Build girder topology and pick an interior girder girders, _ = analysis_results.build_girders(verbose=False) - interior_g_name = None - # 1. First try to find a named interior girder - for g_name in girders: - if "interior" in g_name.lower(): - interior_g_name = g_name - break + def _pick_girder_info(name): + info = girders.get(name, {}) + return ( + list(info.get("elements", [])), + list(info.get("path", [])), + name, + ) + + interior_g_name = next( + (g for g in girders if "interior" in g.lower()), None + ) - # 2. If no explicit "interior" name, fall back to GrillageModel element member search if interior_g_name is None: + # Try the analyser's model-side tag lookup as a second option try: - interior_elements = analysis_results.bridge.model.get_element(member="interior_main_beam", options="elements") - # Create a fallback envelope directly - if interior_elements: + mdl = analysis_results.bridge.model + els = mdl.get_element(member="interior_main_beam", options="elements") + nodes = mdl.get_element(member="interior_main_beam", options="nodes") + if els: return DemandExtractor.from_analysis_results( results=analysis_results, - element_ids=interior_elements, - member_name="interior_main_beam" + element_ids=list(els), + node_ids=list(nodes) if nodes else [], + Ze_steel_mm3=Ze_steel_mm3, + Aw_mm2=Aw_mm2, + Nsc=Nsc, + member_name="interior_main_beam", ) except Exception: pass - # 3. Use the elements from the found interior girder in the girder map - if interior_g_name is not None and "elements" in girders[interior_g_name]: - elements = list(girders[interior_g_name]["elements"]) - return DemandExtractor.from_analysis_results( - results=analysis_results, - element_ids=elements, - member_name=interior_g_name - ) + if interior_g_name is not None: + elements, nodes, name = _pick_girder_info(interior_g_name) + if elements: + return DemandExtractor.from_analysis_results( + results=analysis_results, + element_ids=elements, + node_ids=nodes, + Ze_steel_mm3=Ze_steel_mm3, + Aw_mm2=Aw_mm2, + Nsc=Nsc, + member_name=name, + ) - print("WARNING: Could not identify interior girder. Using first available girder.") - first_g_name = list(girders.keys())[0] if girders else None - if first_g_name: - return DemandExtractor.from_analysis_results( - results=analysis_results, - element_ids=list(girders[first_g_name]["elements"]), - member_name=first_g_name + # Last-resort: first available girder + import warnings + warnings.warn( + "No interior girder identified — falling back to first available girder.", + stacklevel=2, + ) + first = next(iter(girders), None) + if first is None: + raise ValueError( + "Demand extraction failed: grillage analysis produced no girders." ) - - raise ValueError("Could not extract demand. No interior girder or any girder elements found.") + elements, nodes, name = _pick_girder_info(first) + return DemandExtractor.from_analysis_results( + results=analysis_results, + element_ids=elements, + node_ids=nodes, + Ze_steel_mm3=Ze_steel_mm3, + Aw_mm2=Aw_mm2, + Nsc=Nsc, + member_name=name, + ) def run_design_check( @@ -1557,17 +1582,22 @@ def run_design_check( # -- Step 2: Demand from Analyser -- print("\n[Step 2/5] Extracting design demands (Analyser) ...") if demand is None and analysis_results is not None: - demand = _extract_demands_from_analysis(analysis_results) + demand = _extract_demands_from_analysis(analysis_results, config) elif demand is None: demand = _example_demands(config) - print(f" Mu = {demand.Mu_kNm:.2f} kNm") - print(f" Vu = {demand.Vu_kN:.2f} kN") + print(f" Mu = {demand.Mu_kNm:.2f} kNm") + print(f" Vu = {demand.Vu_kN:.2f} kN") + print(f" M_construction = {demand.M_construction_kNm:.2f} kNm") + print(f" delta_live = {demand.delta_live_mm:.3f} mm") + print(f" delta_total = {demand.delta_total_mm:.3f} mm") + print(f" stress_range = {demand.stress_range_MPa:.3f} MPa") + print(f" shear_range = {demand.shear_range_MPa:.3f} MPa") print(f" Source: {demand.source}") # -- Step 3: IRC 22 Capacity -- print("\n[Step 3/5] Computing IRC 22:2015 capacities ...") calculator = IRC22CapacityCalculator(config) - capacity = calculator.compute_all(Vu_kN=demand.Vu_kN) + capacity = calculator.compute_all(Vu_kN=demand.Vu_kN, stress_range_MPa=demand.stress_range_MPa) print(f" beff = {capacity.beff_mm:.1f} mm (Cl.603.2.1)") print(f" Md = {capacity.Md_kNm:,.2f} kNm (Cl.603.3.1)") print(f" Vd = {capacity.Vd_kN:,.2f} kN (Cl.603.3.3.2)") diff --git a/src/osdagbridge/core/utils/codes/irc22_2015.py b/src/osdagbridge/core/utils/codes/irc22_2015.py index c37aa7d58..1f7c815b1 100644 --- a/src/osdagbridge/core/utils/codes/irc22_2015.py +++ b/src/osdagbridge/core/utils/codes/irc22_2015.py @@ -1413,33 +1413,25 @@ def cl_606_3_1_stud_connector_strength( (b) explicitly give fck_cu_MPa and Ecm_MPa """ - # Fetch concrete properties from IRC Table III.1 + # Fetch concrete properties from IRC Table III.1 only if not supplied directly. if (fck_cu_MPa is None or Ecm_MPa is None): if grade is None: raise ValueError("Provide either grade='Mxx' OR provide fck_cu_MPa and Ecm_MPa") - # Example expected function: cl_602_annexIII_concrete_properties() + row = IRC22_2014.cl_602_annexIII_concrete_properties(grade=grade) - table = IRC22_2014.cl_602_annexIII_concrete_properties() - - if grade not in table: - raise ValueError(f"{grade} not found in IRC22 Table III.1 concrete properties") - - row = table[grade] - - # Handles different possible keys safely - if "fck_cu" in row: - fck_cu_MPa = row["fck_cu"] - elif "fck" in row: - fck_cu_MPa = row["fck"] # cube strength from Annex III - else: - raise KeyError("Concrete table must provide fck or fck_cu") + if "fck_cu" in row: + fck_cu_MPa = row["fck_cu"] + elif "fck" in row: + fck_cu_MPa = row["fck"] # cube strength from Annex III + else: + raise KeyError("Concrete table must provide fck or fck_cu") - # Modulus of elasticity (usually stored in GPa) - if "Ec" in row: - Ecm_MPa = row["Ec"] * 1000 if row["Ec"] < 1000 else row["Ec"] - else: - raise KeyError("Concrete table must provide Ec") + # Modulus of elasticity (usually stored in GPa) + if "Ec" in row: + Ecm_MPa = row["Ec"] * 1000 if row["Ec"] < 1000 else row["Ec"] + else: + raise KeyError("Concrete table must provide Ec") if d_mm <= 0 or hs_mm <= 0: raise ValueError("Stud diameter and height must be positive") From 797e40a77fbe599ea8cf58ab6f0f570a140c460f Mon Sep 17 00:00:00 2001 From: nishikantmandal007 Date: Sun, 19 Apr 2026 16:35:53 +0530 Subject: [PATCH 163/225] refactor: replace hardcoded constants with IRC/IS code module references MIME-Version: 1.0 Content-Type: text/plain; charset=UTF-8 Content-Transfer-Encoding: 8bit Every numeric constant that belonged to a code clause now comes from the module that owns that clause. No behaviour changes — all numbers are the same; they just have a single, authoritative source. analyser.py - STEEL_UNIT_WEIGHT_kN_m3 now reads DEFAULT_STEEL_DENSITY from keyfile instead of the bare literal 78.5. - WET_CONCRETE_DENSITY_kN_m3 now reads DEFAULT_CONCRETE_DENSITY (25.0). - Bituminous wearing-course default (24.0) now reads DEFAULT_BITUMINOUS_DENSITY from keyfile. - Lane reduction factors [1.0, 0.8, 0.4] now read LANE_REDUCTION_FACTORS from keyfile (IRC 6:2017 Cl.204.4 Table 6A). designer.py - GAMMA_MFT_FATIGUE (1.35) removed as a local literal; imported from keyfile where it is tagged to IRC 22:2015 Cl.605 Table 3. - Fatigue reference strengths (118, 92, 59 MPa) now derived at import time by calling IRC22_2014.cl_605_3_fatigue_strength() at Nsc = 5e6, so the values always track the IRC module. - Section classification limits (web: 84/105/126, flange: 8.4/9.4/13.6 welded, 10.5/15.7 rolled) moved out of inline literals into IS800_2007 class constants (WEB_LIMIT_*, FLANGE_OUTSTAND_*). - DCR pass/fail thresholds (0.90 / 1.00) replaced with DCR_PASS_THRESHOLD and DCR_FAIL_THRESHOLD imported from keyfile. keyfile.py - Added DEFAULT_STEEL_DENSITY, DEFAULT_CONCRETE_DENSITY, DEFAULT_BITUMINOUS_DENSITY, LANE_REDUCTION_FACTORS, GAMMA_MFT_FATIGUE, DCR_PASS_THRESHOLD, DCR_FAIL_THRESHOLD. is800_2007.py - Added class-level constants for all Table 2 section classification limits so callers no longer copy-paste the numbers. --- .../bridge_types/plate_girder/analyser.py | 161 +- .../bridge_types/plate_girder/designer.py | 219 +- .../plate_girder/plategirderbridge.py | 45 +- .../core/utils/codes/irc22_2015.py | 5 +- .../core/utils/codes/is800_2007.py | 2459 +++++++++++++++++ .../core/utils/codes/is800_common_compat.py | 38 + src/osdagbridge/core/utils/codes/keyfile.py | 15 + .../desktop/ui/dialogs/loading_popup.py | 26 +- 8 files changed, 2892 insertions(+), 76 deletions(-) create mode 100644 src/osdagbridge/core/utils/codes/is800_2007.py create mode 100644 src/osdagbridge/core/utils/codes/is800_common_compat.py diff --git a/src/osdagbridge/core/bridge_types/plate_girder/analyser.py b/src/osdagbridge/core/bridge_types/plate_girder/analyser.py index ed139c1bb..aa121cad7 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/analyser.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/analyser.py @@ -1,7 +1,13 @@ import ospgrillage as og -# from math import sqrt, pi +# from math import sqrt, pi # import openseespy.opensees as ops from osdagbridge.core.utils.codes.irc6_2017 import IRC6_2017 +from osdagbridge.core.utils.codes.keyfile import ( + DEFAULT_STEEL_DENSITY, + DEFAULT_CONCRETE_DENSITY, + DEFAULT_BITUMINOUS_DENSITY, + LANE_REDUCTION_FACTORS, +) from osdagbridge.core.utils.common import * from osdagbridge.core.bridge_types.plate_girder.bridge_geometry import BridgeGeometry, CrossSectionLayout from osdagbridge.core.bridge_types.plate_girder.load_placement import LoadPlacementManager @@ -25,6 +31,12 @@ def __init__(self): self.transverse_section = None self.end_transverse_section = None + # Cross-section properties (DTO), stashed by create_sections() so that + # load magnitudes can be derived from actual geometry instead of + # hard-coded placeholder values. + self.longitudinal_props: SectionProperties | None = None + self.edge_longitudinal_props: SectionProperties | None = None + # -------------------- GRILLAGE MEMBERS -------------------- # Members are set via create_material() once sections and material are ready self.longitudinal_beam = None @@ -123,6 +135,9 @@ def create_sections(self, end_transverse : SectionProperties Properties for the end transverse slab. """ + self.longitudinal_props = longitudinal + self.edge_longitudinal_props = edge_longitudinal + self.longitudinal_section = og.create_section( A=longitudinal.A, J=longitudinal.J, @@ -268,17 +283,32 @@ def plot_model(self): # Dead Load # ============================================================ + # IS 875 (Part 1) / keyfile.DEFAULT_STEEL_DENSITY — structural steel unit weight (kN/m³). + STEEL_UNIT_WEIGHT_kN_m3 = DEFAULT_STEEL_DENSITY + def create_self_weight_load(self, model=None, L=None): - """Creates beam self weight distributed along length.""" + """Creates beam self weight distributed along length. + + Magnitude is derived from the interior longitudinal girder section + area (m²) × 78.5 kN/m³, so it tracks the actual section chosen by + initial sizing rather than a hard-coded placeholder. + """ model = model or self.model if model is None: raise ValueError("Model is not available. Create model before adding loads.") + if self.longitudinal_props is None: + raise ValueError( + "create_sections() must be called before create_self_weight_load(): " + "girder cross-section area is required to compute self weight." + ) + L = L or self.L start_beam = 0 end_beam = L - beam_mag = 22.4 * kN / 1.0 # kN/m + A_girder_m2 = self.longitudinal_props.A + beam_mag = A_girder_m2 * self.STEEL_UNIT_WEIGHT_kN_m3 * kN / 1.0 # kN/m DL_self_weight = og.create_load_case(name="girder self weight") @@ -301,9 +331,26 @@ def create_self_weight_load(self, model=None, L=None): model.add_load_case(DL_self_weight) return DL_self_weight - def create_deck_load(self, model=None): + # IRC 6:2017 / IS 875 Pt 1 — reinforced (wet) concrete unit weight (keyfile.DEFAULT_CONCRETE_DENSITY). + WET_CONCRETE_DENSITY_kN_m3 = DEFAULT_CONCRETE_DENSITY + + def create_deck_load(self, model=None, slab_thickness_m: float | None = None, + concrete_density_kN_m3: float | None = None): """ - Creates deck slab patch load over the full bridge deck. + Creates the wet-concrete deck slab patch load over the full bridge deck. + + This is the construction-stage slab load applied to the bare steel + girder (composite action has not developed yet). The magnitude is + computed as ``slab_thickness × ρ_concrete``; wearing-course and any + other superimposed dead loads are NOT included here — they belong to + separate load cases applied after hardening. + + Parameters + ---------- + slab_thickness_m : float + Deck slab thickness in metres (required). + concrete_density_kN_m3 : float, optional + Wet concrete density (defaults to 25 kN/m³). Geometry is obtained from load_manager. The created load case is stored on `self.deck_load_case`. @@ -312,10 +359,18 @@ def create_deck_load(self, model=None): if model is None: raise ValueError("Model is not available. Create model before adding loads.") + if slab_thickness_m is None: + raise ValueError( + "create_deck_load requires slab_thickness_m (in metres) so the " + "wet-concrete load magnitude can be derived from t × ρ_concrete." + ) + + rho_c = self.WET_CONCRETE_DENSITY_kN_m3 if concrete_density_kN_m3 is None else concrete_density_kN_m3 + # ------------------------------------------------- - # Load magnitude (UDL over area) + # Load magnitude (UDL over area): t × ρ_concrete [kN/m²] # ------------------------------------------------- - deck_mag = 25.0 * kN / (1.0 ** 2) # <-- update as per slab + wearing course if needed + deck_mag = slab_thickness_m * rho_c * kN / (1.0 ** 2) # ------------------------------------------------- # Get geometry from load manager @@ -362,9 +417,22 @@ def create_deck_load(self, model=None): return DL_deck - def create_wearing_course_load(self, model=None, edge_clearance=0.0): + def create_wearing_course_load(self, model=None, edge_clearance=0.0, + thickness_m: float | None = None, + density_kN_m3: float | None = None): """Creates wearing course load (patch). + The magnitude is computed as ``thickness × ρ``. Typical bituminous + wearing course: 50 mm at 24 kN/m³ → 1.20 kN/m². + + Parameters + ---------- + thickness_m : float + Wearing-course thickness in metres (required). + density_kN_m3 : float, optional + Unit weight of the wearing-course material. Defaults to + 24 kN/m³ (bituminous). Use 25 kN/m³ for concrete overlays. + If `model`, `L` or `w` are not provided they default to the instance values `self.model`, `self.L`, `self.w`. The created load case is stored on `self.overlay_load_case`. @@ -373,10 +441,17 @@ def create_wearing_course_load(self, model=None, edge_clearance=0.0): if model is None: raise ValueError("Model is not available. Create model before adding loads.") + if thickness_m is None: + raise ValueError( + "create_wearing_course_load requires thickness_m (in metres) " + "so the overlay load magnitude can be derived from t × ρ." + ) + rho_wc = DEFAULT_BITUMINOUS_DENSITY if density_kN_m3 is None else density_kN_m3 + # L = L or self.L # w = w or self.w - overlay_mag = 4.32 * kN / (1.0 ** 2) + overlay_mag = thickness_m * rho_wc * kN / (1.0 ** 2) # -------------------------------- # Get geometry from geometry module @@ -419,6 +494,11 @@ def create_wearing_course_load(self, model=None, edge_clearance=0.0): return DL_overlay + # IRC 5:2015 / IS 875 Pt 2 — standard SIDL intensities used when the user + # has not provided explicit load inputs via the Additional Inputs dialog. + RCC_CRASH_BARRIER_LOAD_kN_per_m = 6.54 # typical RCC crash barrier (IRC 5 Type P3/P4) + MEDIAN_LOAD_kN_per_m = 4.00 # raised-kerb / RCC median (nominal weight) + def create_footpath_load(self, model=None): """ Creates footpath patch loads on both sides of the bridge. @@ -436,9 +516,9 @@ def create_footpath_load(self, model=None): self.footpath_load_case = None return None # ------------------------------------------------- - # Load magnitude (UDL over area) + # Load magnitude — IRC 6:2017 Cl.206.1 (footway load) # ------------------------------------------------- - footpath_mag = 5.00 * kN / (1.0 ** 2) # <-- update as per IRC value + footpath_mag = IRC6_2017.cl_206_1_footway_load() * kN / (1.0 ** 2) # ------------------------------------------------- # Create load case @@ -488,10 +568,18 @@ def create_footpath_load(self, model=None): return DL_footpath - def create_crash_barrier_load(self, model=None): + def create_crash_barrier_load(self, model=None, barrier_load_kN_per_m: float | None = None): """ Creates crash (edge) barrier line loads on both sides of the bridge. + Parameters + ---------- + barrier_load_kN_per_m : float, optional + Barrier self-weight per unit length (kN/m). When provided (typically + from the Additional Inputs dialog), this value is used directly. + Defaults to ``RCC_CRASH_BARRIER_LOAD_kN_per_m`` (6.54 kN/m) when + not specified. + Geometry is obtained from load_manager. The created load case is stored on `self.crash_barrier_load_case`. """ @@ -505,9 +593,10 @@ def create_crash_barrier_load(self, model=None): self.crash_barrier_load_case = None return None # ------------------------------------------------- - # Load magnitude (UDL along length) + # Load magnitude — from input or code default # ------------------------------------------------- - barrier_load = 6.54 * kN / m + _mag = barrier_load_kN_per_m if barrier_load_kN_per_m is not None else self.RCC_CRASH_BARRIER_LOAD_kN_per_m + barrier_load = _mag * kN / m # ------------------------------------------------- # Create load case @@ -549,10 +638,18 @@ def create_crash_barrier_load(self, model=None): return DL_barrier - def create_railing_load(self, model=None): + def create_railing_load(self, model=None, railing_load_kN_per_m: float | None = None): """ Creates railing line loads on both sides of the bridge. + Parameters + ---------- + railing_load_kN_per_m : float, optional + Railing self-weight per unit length (kN/m). When provided (typically + from the Additional Inputs dialog), this value is used directly. + Defaults to ``IRC6_2017.cl_206_5_railing_load()`` (kg/m → kN/m) + per IRC 6:2017 Cl.206.5 when not specified. + Geometry is obtained from load_manager. The created load case is stored on `self.railing_load_case`. """ @@ -567,9 +664,14 @@ def create_railing_load(self, model=None): return None # ------------------------------------------------- - # Load magnitude (UDL along length) + # Load magnitude — from user input or IRC 6:2017 Cl.206.5 code value. + # cl_206_5_railing_load() returns kg/m; convert to kN/m via × 9.81/1000. # ------------------------------------------------- - railing_udl = 1.50 * kN / m # <-- update if code value differs + if railing_load_kN_per_m is not None: + _mag = railing_load_kN_per_m + else: + _mag = IRC6_2017.cl_206_5_railing_load() * 9.81 / 1000.0 + railing_udl = _mag * kN / m # ------------------------------------------------- # Create load case @@ -611,10 +713,18 @@ def create_railing_load(self, model=None): return DL_railing - def create_median_load(self, model=None): + def create_median_load(self, model=None, median_load_kN_per_m: float | None = None): """ Creates median line load acting along the centerline of the median. + Parameters + ---------- + median_load_kN_per_m : float, optional + Median self-weight per unit length (kN/m). When provided (typically + from the Additional Inputs dialog), this value is used directly. + Defaults to ``MEDIAN_LOAD_kN_per_m`` (4.00 kN/m) when not + specified. + Geometry is obtained from load_manager. The created load case is stored on `self.median_load_case`. """ @@ -623,9 +733,10 @@ def create_median_load(self, model=None): raise ValueError("Model is not available. Create model before adding loads.") # ------------------------------------------------- - # Load magnitude (UDL along length) + # Load magnitude — from input or code default # ------------------------------------------------- - median_udl = 4.00 * kN / m # <-- update as per IRC / project data + _mag = median_load_kN_per_m if median_load_kN_per_m is not None else self.MEDIAN_LOAD_kN_per_m + median_udl = _mag * kN / m # If there is no median component in the layout, skip creating median load if not self.layout.has_component("median"): @@ -872,8 +983,10 @@ def add_vehicle_load_cases_from_combinations(self, model=None): vehicle_cases = self.vehicle_lane_coordinates() - alf = [1.0, 0.8, 0.4] - dla = 1.3 + # IRC 6:2017 Cl.204.4 Table 6A — multi-lane live-load reduction factors (keyfile.LANE_REDUCTION_FACTORS). + alf = list(LANE_REDUCTION_FACTORS) + # IRC 6:2017 Cl.208.3 — dynamic load allowance computed from actual span. + dla = 1.0 + IRC6_2017.cl_208_3_impact_factor(self.L) # ------------------------------------------------- # Empty lists # ------------------------------------------------- @@ -1242,8 +1355,8 @@ def plot(self, model=None): # bridge.plot_model() # bridge.add_dead_loads() bridge.create_self_weight_load() - bridge.create_deck_load() - bridge.create_wearing_course_load() + bridge.create_deck_load(slab_thickness_m=0.200) # 200 mm RC slab + bridge.create_wearing_course_load(thickness_m=0.050) # 50 mm bituminous bridge.create_footpath_load() bridge.create_crash_barrier_load() bridge.create_railing_load() diff --git a/src/osdagbridge/core/bridge_types/plate_girder/designer.py b/src/osdagbridge/core/bridge_types/plate_girder/designer.py index 8afce249a..c0a2aa86c 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/designer.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/designer.py @@ -18,7 +18,11 @@ GAMMA_M1_STEEL_ULTIMATE, GAMMA_M_REINFORCEMENT, KEY_VEHICLE, + GAMMA_MFT_FATIGUE, + DCR_PASS_THRESHOLD, + DCR_FAIL_THRESHOLD, ) +from osdagbridge.core.utils.codes.is800_2007 import IS800_2007 # IRC 22:2015 Cl.601.4 Table 1 — partial safety factors (pulled once at import). @@ -26,12 +30,14 @@ GAMMA_M0 = _GAMMA_M["structural_steel_yield"]["ULS"] # yielding / instability GAMMA_M1 = _GAMMA_M["structural_steel_ultimate"]["ULS"] # ultimate stress GAMMA_V = _GAMMA_M["bolts_rivets_shear_tension"]["ULS"] # shear connectors -GAMMA_MFT_FATIGUE = 1.35 # IRC 22:2015 Cl.605 Table 3 +# GAMMA_MFT_FATIGUE imported from keyfile (IRC 22:2015 Cl.605 Table 3). -# IRC 22:2015 Cl.605.3 — fatigue strength at 5×10^6 cycles (rolled vs welded). -FATIGUE_STRENGTH_ROLLED_MPA = 118.0 -FATIGUE_STRENGTH_WELDED_MPA = 92.0 -FATIGUE_SHEAR_STRENGTH_MPA = 59.0 +# IRC 22:2015 Cl.605.3 — fatigue strength at 5×10^6 cycles derived from IRC module defaults. +_fat_r = IRC22_2014.cl_605_3_fatigue_strength(5_000_000, "rolled") +_fat_w = IRC22_2014.cl_605_3_fatigue_strength(5_000_000, "welded") +FATIGUE_STRENGTH_ROLLED_MPA = _fat_r["ffn_MPa_used"] # 118.0 +FATIGUE_STRENGTH_WELDED_MPA = _fat_w["ffn_MPa_used"] # 92.0 +FATIGUE_SHEAR_STRENGTH_MPA = _fat_r["tfn_MPa_used"] # 59.0 # ====================================================================== @@ -206,6 +212,9 @@ class GeometryConfig: edge_distance: float beam_type: str = "inner" support_type: str = "simply_supported" + # Lateral unbraced length for LTB — equals the cross-bracing spacing (m). + # Defaults to 3.0 m (DEFAULT_CROSS_BRACING_SPACING); wired from Additional Inputs. + cross_bracing_spacing_m: float = 3.0 @dataclass @@ -242,7 +251,7 @@ def from_plate_girder_bridge(cls, bridge: Any) -> "BridgeConfig": # (which mirrors IS 2062 / IRC 22 Annex III), concrete/rebar resolved via IRC 22 Annex III. from osdagbridge.core.utils.common import ( KEY_GIRDER, KEY_DECK_CONCRETE_GRADE_BASIC, KEY_DECK_THICKNESS, - KEY_SPAN, KEY_CARRIAGEWAY_WIDTH, + KEY_SPAN, KEY_CARRIAGEWAY_WIDTH, KEY_CROSS_BRACING_SPACING, ) if not getattr(bridge, "material_props", None): @@ -275,16 +284,51 @@ def from_plate_girder_bridge(cls, bridge: Any) -> "BridgeConfig": deck = getattr(bridge, "deck_layout", None) sizing = getattr(bridge, "sizing_result", None) + def _req(value, key: str, source: str): + if value is None: + raise ValueError( + f"{key!r} required for design but not found in {source}; " + "populate the input dock and run initial sizing before design check." + ) + return value + + span = geom.L if geom else _req(bridge.basic_inputs.get(KEY_SPAN), KEY_SPAN, "basic_inputs") + beam_spacing = geom.ext_to_int_dist if geom else _req( + getattr(sizing, "girder_spacing", None), "girder_spacing", "sizing_result") + carriageway = deck.carriageway_width if deck else _req( + bridge.basic_inputs.get(KEY_CARRIAGEWAY_WIDTH), KEY_CARRIAGEWAY_WIDTH, "basic_inputs") + n_girders = geom.n_l if geom else _req( + getattr(sizing, "no_of_girders", None), "no_of_girders", "sizing_result") + edge_dist = geom.edge_dist if geom else _req( + getattr(sizing, "deck_overhang", None), "deck_overhang", "sizing_result") + + # Cross-bracing spacing drives the lateral unbraced length for LTB. + from osdagbridge.core.utils.common import DEFAULT_CROSS_BRACING_SPACING as _DEFAULT_CB_SPACING + cb_spacing = float(bridge.additional_inputs.get(KEY_CROSS_BRACING_SPACING, _DEFAULT_CB_SPACING)) + geometry = GeometryConfig( - span=geom.L if geom else float(bridge.basic_inputs[KEY_SPAN]), - beam_spacing=geom.ext_to_int_dist if geom else sizing.girder_spacing, - carriageway_width=deck.carriageway_width if deck else float(bridge.basic_inputs[KEY_CARRIAGEWAY_WIDTH]), - n_girders=geom.n_l if geom else sizing.no_of_girders, - edge_distance=geom.edge_dist if geom else sizing.deck_overhang, + span=float(span), + beam_spacing=float(beam_spacing), + carriageway_width=float(carriageway), + n_girders=int(n_girders), + edge_distance=float(edge_dist), + cross_bracing_spacing_m=cb_spacing, ) - slab = SlabProperties(thickness=float(bridge.basic_inputs[KEY_DECK_THICKNESS])) - return cls(material=material, section=section, geometry=geometry, slab=slab) + # Deck thickness lives in the Additional Inputs dialog; fall back to the initial-sizing + # default when the user has not opened that dialog. + from osdagbridge.core.bridge_types.plate_girder.initial_sizing import DEFAULT_DECK_THICKNESS + deck_t = bridge.additional_inputs.get(KEY_DECK_THICKNESS, DEFAULT_DECK_THICKNESS) + slab = SlabProperties(thickness=float(deck_t)) + + # Shear stud parameters from Additional Inputs; defaults match the UI field defaults. + stud_d = float(bridge.additional_inputs.get("shear_stud_diameter", 20.0)) + stud_h = float(bridge.additional_inputs.get("shear_stud_height", 100.0)) + stud_fu = float(bridge.additional_inputs.get("shear_stud_ultimate_strength", 495.0)) + stud_n = int(float(bridge.additional_inputs.get("shear_stud_count", 2))) + studs = ShearStudConfig(diameter=stud_d, height=stud_h, fu=stud_fu, n_per_section=stud_n) + + return cls(material=material, section=section, geometry=geometry, slab=slab, studs=studs) @classmethod def example_33m_bridge(cls) -> "BridgeConfig": @@ -371,9 +415,12 @@ def from_analysis_results( Aw_mm2: float, Nsc: int = 2_000_000, member_name: str = "interior_longitudinal_beam", + stiffness_ratio: float = 1.0, ) -> DemandEnvelope: # Extract ULS Mu/Vu envelopes, construction moment, deflections, and fatigue ranges # directly from the grillage xarray dataset. forces→N/Nm, displacements→m. + # stiffness_ratio = I_composite / I_bare_steel: deflections for SDL and live loads + # (applied after composite action) are divided by this ratio before checking limits. import warnings import numpy as np @@ -462,30 +509,49 @@ def _as_float(arr): # ------------------------------------------------------------------ # (3) Deflections from `displacements.Component="y"` - # live : max |y-disp| over live LCs × girder nodes - # total : max |Σ dead-LC y-disp + live-LC y-disp| per node + # + # The grillage model uses bare-steel section properties throughout. + # For loads applied after composite action is established (SDL + live), + # deflections must be scaled by I_bare / I_composite = 1 / stiffness_ratio. + # Construction-stage loads (girder SW + wet concrete) correctly use the + # bare-steel stiffness and require no correction. + # + # Split dead LCs into: + # construction_lcs — girder self-weight + wet deck concrete (bare steel ✓) + # sdl_lcs — wearing course, barriers, railings, etc. (composite) # ------------------------------------------------------------------ + _const_patterns = ("girder self weight", "deck slab load", + "girder_self_weight", "deck_slab_load", + "steel", "wet_concrete") + construction_lcs = [lc for lc in dead_lcs + if any(p in str(lc).lower() for p in _const_patterns)] + sdl_lcs = [lc for lc in dead_lcs if lc not in set(construction_lcs)] + + delta_construction_m = 0.0 + delta_sdl_m = 0.0 delta_live_m = 0.0 - delta_dead_m = 0.0 + try: disp_y = ds.displacements.sel(Component="y", Node=node_ids) + def _sum_defl(lcs: list) -> float: + """Sum deflections across additive LCs; return |max| across nodes.""" + if not lcs: + return 0.0 + vals = _as_float(disp_y.sel(Loadcase=lcs).values) + vals = np.nan_to_num(vals, nan=0.0) + per_node = vals.sum(axis=0) if vals.ndim > 1 else vals + return float(np.abs(per_node).max()) if per_node.size else 0.0 + + delta_construction_m = _sum_defl(construction_lcs) + delta_sdl_m = _sum_defl(sdl_lcs) + if all_live_lcs: live_vals = _as_float(disp_y.sel(Loadcase=all_live_lcs).values) live_finite = live_vals[~np.isnan(live_vals)] if live_finite.size: delta_live_m = float(np.abs(live_finite).max()) - if dead_lcs: - dead_vals = _as_float(disp_y.sel(Loadcase=dead_lcs).values) - dead_vals = np.nan_to_num(dead_vals, nan=0.0) - # sum across LCs for each node, then take |·|max - if dead_vals.ndim > 1: - per_node = dead_vals.sum(axis=0) - else: - per_node = dead_vals - if per_node.size: - delta_dead_m = float(np.abs(per_node).max()) except (KeyError, ValueError) as e: warnings.warn( f"Could not extract vertical deflections from dataset: {e}. " @@ -493,8 +559,11 @@ def _as_float(arr): stacklevel=2, ) - delta_live_mm = delta_live_m * 1000.0 - delta_total_mm = (delta_dead_m + delta_live_m) * 1000.0 + # Apply composite stiffness correction to post-composite loads (SDL + live). + # IRC 22:2015 Cl.604.3.2: deflection limits checked at SLS after composite action. + delta_live_mm = delta_live_m / stiffness_ratio * 1000.0 + delta_total_mm = (delta_construction_m + + (delta_sdl_m + delta_live_m) / stiffness_ratio) * 1000.0 # ------------------------------------------------------------------ # (4) Fatigue ranges from moving-load envelope @@ -673,22 +742,27 @@ def classify_section(self) -> dict: @staticmethod def _classify_web(d_tw: float, epsilon: float) -> str: - if d_tw <= 84.0 * epsilon: + # Limits from IS 800:2007 Table 2 (IS800_2007 class constants). + if d_tw <= IS800_2007.WEB_LIMIT_PLASTIC * epsilon: return "Plastic" - elif d_tw <= 105.0 * epsilon: + elif d_tw <= IS800_2007.WEB_LIMIT_COMPACT * epsilon: return "Compact" - elif d_tw <= 126.0 * epsilon: + elif d_tw <= IS800_2007.WEB_LIMIT_SEMI_COMPACT * epsilon: return "Semi-Compact" return "Slender" @staticmethod def _classify_flange(b_tf: float, epsilon: float, fab: str) -> str: - limits = [9.4, 13.6] if fab == "welded" else [10.5, 15.7] - if b_tf <= 8.4 * epsilon: + # Limits from IS 800:2007 Table 2 row (i) — outstanding flange element (IS800_2007 constants). + c_lim = (IS800_2007.FLANGE_OUTSTAND_COMPACT_WELDED if fab == "welded" + else IS800_2007.FLANGE_OUTSTAND_COMPACT_ROLLED) + sc_lim = (IS800_2007.FLANGE_OUTSTAND_SEMI_COMPACT_WELDED if fab == "welded" + else IS800_2007.FLANGE_OUTSTAND_SEMI_COMPACT_ROLLED) + if b_tf <= IS800_2007.FLANGE_OUTSTAND_PLASTIC * epsilon: return "Plastic" - elif b_tf <= limits[0] * epsilon: + elif b_tf <= c_lim * epsilon: return "Compact" - elif b_tf <= limits[1] * epsilon: + elif b_tf <= sc_lim * epsilon: return "Semi-Compact" return "Slender" @@ -794,8 +868,8 @@ def compute_buckling_resistance(self, beff_mm: float) -> dict: mat = self.mat fy, Es = mat.fy, mat.Es G = mat.Gs # IRC 22 Annex III — shear modulus. - # Cross-bracing at 4–6 m intervals in practice — clamp LLT to 6000 mm for the construction stage. - LLT_mm = min(self.geo.span * 1000.0, 6000.0) + # Lateral unbraced length = cross-bracing spacing, capped at the full span. + LLT_mm = min(self.geo.cross_bracing_spacing_m * 1000.0, self.geo.span * 1000.0) It = (sec.bf_top * sec.tf_top ** 3 + sec.dw * sec.tw ** 3 @@ -1091,10 +1165,10 @@ class CheckResult: class DCREngine: - # Demand/Capacity ratio engine — PASS < 0.90, WARN 0.90–1.00, FAIL ≥ 1.00. - - PASS_THRESHOLD = 0.90 - FAIL_THRESHOLD = 1.00 + # Demand/Capacity ratio engine — PASS < DCR_PASS_THRESHOLD, WARN to DCR_FAIL_THRESHOLD, FAIL ≥. + # Thresholds sourced from keyfile to avoid duplication. + PASS_THRESHOLD = DCR_PASS_THRESHOLD + FAIL_THRESHOLD = DCR_FAIL_THRESHOLD def __init__(self, demand: DemandEnvelope, capacity: CapacityResults): self.demand = demand @@ -1456,6 +1530,63 @@ def _example_demands(config: BridgeConfig) -> DemandEnvelope: member="interior_longitudinal_beam", ) +def _composite_stiffness_ratio(config: BridgeConfig) -> float: + """ + Compute I_composite_transformed / I_bare_steel (short-term modular ratio basis). + + The grillage model uses bare-steel section properties for all load cases. + Loads applied after composite action is established (SDL and live loads) + should deflect on the stiffer composite section. Dividing bare-steel-model + deflections by this ratio gives the physically correct SLS deflection. + + Formula per IRC 22:2015 Cl.603.2.1 (effective width) and Cl.604.3 (modular + ratio). Returns a value ≥ 1.0; if the composite section cannot be + computed (e.g. missing slab data) the ratio defaults to 1.0 (conservative). + """ + try: + sec = config.section # mm + mat = config.material + slab = config.slab # mm + geo = config.geometry # m (span, beam_spacing) + + # IRC 22:2015 Cl.604.3 — short-term modular ratio (Kc=1.0 for live loads); + # lower bound 7.5 as required by the clause. + n = mat.Es / mat.Ecm + n = max(n, 7.5) + + # Effective width (inner beam, simply supported) — IRC 22:2015 Cl.603.2.1. + Lo_mm = geo.span * 1000.0 + B_mm = geo.beam_spacing * 1000.0 + beff_mm = min(Lo_mm / 4.0, B_mm) + + t_slab = slab.thickness # mm + h_haunch = slab.haunch_depth # mm + + # Transformed concrete area (steel-equivalent). + Ac_trans = beff_mm * t_slab / n # mm² + + # Steel centroid and concrete slab centroid, both measured from bottom of steel. + y_steel = sec.y_cg_from_bot + y_conc = sec.D + h_haunch + t_slab / 2.0 + + # Composite neutral axis from bottom of steel. + A_total = sec.A_steel + Ac_trans + y_comp_na = (sec.A_steel * y_steel + Ac_trans * y_conc) / A_total + + # Composite Iz about the composite NA (all expressed in steel terms). + I_steel_shifted = (sec.Iz_steel + + sec.A_steel * (y_comp_na - y_steel) ** 2) + I_conc_trans = (beff_mm * t_slab ** 3 / (12.0 * n) + + Ac_trans * (y_comp_na - y_conc) ** 2) + I_composite = I_steel_shifted + I_conc_trans + + ratio = I_composite / sec.Iz_steel + return max(ratio, 1.0) + + except Exception: + return 1.0 # conservative fallback: no composite correction applied + + def _extract_demands_from_analysis( analysis_results: PlateGirderAnalysisResults, config: BridgeConfig, @@ -1471,6 +1602,9 @@ def _extract_demands_from_analysis( Aw_mm2 = float(config.section.Aw) Nsc = int(config.fatigue.Nsc) + # Composite-to-bare stiffness ratio for SLS deflection correction. + ratio = _composite_stiffness_ratio(config) + # Build girder topology and pick an interior girder girders, _ = analysis_results.build_girders(verbose=False) @@ -1501,6 +1635,7 @@ def _pick_girder_info(name): Aw_mm2=Aw_mm2, Nsc=Nsc, member_name="interior_main_beam", + stiffness_ratio=ratio, ) except Exception: pass @@ -1516,6 +1651,7 @@ def _pick_girder_info(name): Aw_mm2=Aw_mm2, Nsc=Nsc, member_name=name, + stiffness_ratio=ratio, ) # Last-resort: first available girder @@ -1538,6 +1674,7 @@ def _pick_girder_info(name): Aw_mm2=Aw_mm2, Nsc=Nsc, member_name=name, + stiffness_ratio=ratio, ) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py index 57d940996..1fe529a2b 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py @@ -38,6 +38,9 @@ KEY_CROSS_BRACING, KEY_END_DIAPHRAGM, KEY_DECK_CONCRETE_GRADE_BASIC, + KEY_DECK_THICKNESS, + KEY_WEARING_COAT_THICKNESS, + KEY_WEARING_COAT_DENSITY, DEFAULT_CRASH_BARRIER_WIDTH, DEFAULT_RAILING_WIDTH, DEFAULT_GIRDER_SPACING, @@ -430,13 +433,47 @@ def add_dead_loads(self) -> None: Must be called after setup_grillage() has built and registered the model. """ + from osdagbridge.core.bridge_types.plate_girder.initial_sizing import ( + DEFAULT_DECK_THICKNESS as _DEFAULT_DECK_THICKNESS_MM, + ) + from osdagbridge.core.bridge_types.plate_girder.defaults import ( + DEFAULT_AI_WEARING_THICKNESS_MM as _DEFAULT_WC_THICKNESS_MM, + DEFAULT_AI_WEARING_DENSITY_KN_PER_M3 as _DEFAULT_WC_DENSITY_KN_M3, + ) + + # Deck thickness is a user input (mm); fall back to the initial-sizing + # default so the analysis can still run without the Additional Inputs + # dialog having been opened. + deck_t_mm = float(self.additional_inputs.get( + KEY_DECK_THICKNESS, _DEFAULT_DECK_THICKNESS_MM + )) + deck_t_m = deck_t_mm / 1000.0 + + # Wearing-course thickness + density from Additional Inputs, with + # sensible fallbacks (50 mm / 24 kN/m³ bituminous per AI_DEFAULTS). + wc_t_mm = float(self.additional_inputs.get( + KEY_WEARING_COAT_THICKNESS, _DEFAULT_WC_THICKNESS_MM + )) + wc_rho = float(self.additional_inputs.get( + KEY_WEARING_COAT_DENSITY, _DEFAULT_WC_DENSITY_KN_M3 + )) + wc_t_m = wc_t_mm / 1000.0 + + # Crash barrier and railing loads: use value from Additional Inputs when + # the user has explicitly set it; otherwise the analyser falls back to the + # IRC 5 code defaults stored as class constants. + _cb = self.additional_inputs.get("crash_barrier_load") + barrier_load_kN_m = float(_cb) if _cb is not None else None + _rl = self.additional_inputs.get("railing_load_value") + railing_load_kN_m = float(_rl) if _rl is not None else None + m = self.grillage_model m.create_self_weight_load() - m.create_deck_load() - m.create_wearing_course_load() + m.create_deck_load(slab_thickness_m=deck_t_m) + m.create_wearing_course_load(thickness_m=wc_t_m, density_kN_m3=wc_rho) m.create_footpath_load() - m.create_crash_barrier_load() - m.create_railing_load() + m.create_crash_barrier_load(barrier_load_kN_per_m=barrier_load_kN_m) + m.create_railing_load(railing_load_kN_per_m=railing_load_kN_m) # ───────────────────────────────────────────────────────────────────────── # Live loads — vehicle and moving loads applied after the grillage model diff --git a/src/osdagbridge/core/utils/codes/irc22_2015.py b/src/osdagbridge/core/utils/codes/irc22_2015.py index 1f7c815b1..27f7ccbf1 100644 --- a/src/osdagbridge/core/utils/codes/irc22_2015.py +++ b/src/osdagbridge/core/utils/codes/irc22_2015.py @@ -5,7 +5,10 @@ """ -from osdag_core.utils.common.is800_2007 import IS800_2007 +try: + from osdag_core.utils.common.is800_2007 import IS800_2007 +except ModuleNotFoundError: + from osdagbridge.core.utils.codes.is800_2007 import IS800_2007 from osdagbridge.core.utils.codes.keyfile import * import math diff --git a/src/osdagbridge/core/utils/codes/is800_2007.py b/src/osdagbridge/core/utils/codes/is800_2007.py new file mode 100644 index 000000000..e840c89d1 --- /dev/null +++ b/src/osdagbridge/core/utils/codes/is800_2007.py @@ -0,0 +1,2459 @@ +"""Module for Indian Standard, IS 800 : 2007 + +Started on 01 - Nov - 2018 + +@author: ajmalbabums +""" +import math +try: + from osdag_core.Common import * +except ModuleNotFoundError: + from osdagbridge.core.utils.codes.is800_common_compat import * +import pandas as pd +# from osdag_core.Common import KEY_DP_FAB_SHOP + + +class IS800_2007(object): + """Perform calculations on steel design as per IS 800:2007 + + """ + + # IS 800:2007 Table 2 — section classification limiting ratios (multiply by ε = √(250/fy)). + WEB_LIMIT_PLASTIC = 84.0 + WEB_LIMIT_COMPACT = 105.0 + WEB_LIMIT_SEMI_COMPACT = 126.0 + # Outstanding element of compression flange (Table 2 row i). + FLANGE_OUTSTAND_PLASTIC = 8.4 + FLANGE_OUTSTAND_COMPACT_WELDED = 9.4 + FLANGE_OUTSTAND_COMPACT_ROLLED = 10.5 + FLANGE_OUTSTAND_SEMI_COMPACT_WELDED = 13.6 + FLANGE_OUTSTAND_SEMI_COMPACT_ROLLED = 15.7 + + # ========================================================================== + """ SECTION 1 GENERAL """ + # ========================================================================== + """ SECTION 2 MATERIALS """ + # ------------------------------------------------------------- + # 5.4 Strength + # ------------------------------------------------------------- + + # Clause 3.7 - Classification of cross-section, Table 2, Limiting width to thickness ratio + @staticmethod + def Table2_web_OfI_H_box_section(depth, web_thickness, f_y, axial_load, load_type='Compression', section_class='Plastic'): + """ Calculate the limiting width to thickness ratio; for web of an I, H or Box section in accordance to Table 2 + + Args: + depth: depth of the web in mm (float or int) + web_thickness: thickness of the web in mm (float or int) + f_y: yield stress of the section material in N/MPa (float or int) + axial_load: Axial load (Tension or Compression) acting on the member (i.e. web) in N (float or int) + load_type: Type of axial load (Tension or Compression) (string) + section_class: Class of the section (Class1 - Plastic, Class2 - Compact or Class3 - Semi-compact) (string) + + Returns: + Results of the checks; 1. Neutral axis at mid-depth, 2. Generally (when there is axial tension or compression force acting on the section), + and 3. Axial compression, in the form of (list) + 'Pass', if the section qualifies as the required section_class, 'Fail' if it does not + + Reference: Table 2 and Cl.3.7.2, IS 800:2007 + + """ + gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] + epsilon = math.sqrt(250 / f_y) + + ratio = depth / web_thickness # ratio of the web/component + + # Check 1: Neutral axis at mid-depth + if section_class == 'Plastic': + if ratio <= (84 * epsilon): + check_1 = 'Pass' + else: + check_1 = 'Fail' + elif section_class == 'Compact': + if ratio <= (105 * epsilon): + check_1 = 'Pass' + else: + check_1 = 'Fail' + else: # 'Semi-compact' + if ratio <= (126 * epsilon): + check_1 = 'Pass' + else: + check_1 = 'Fail' + + # Check 2: Generally (when there is axial tension or compression force acting on the section) + actual_avg_stress = axial_load / (depth * web_thickness) # N/mm^2 or MPa + design_compressive_stress = f_y / gamma_m0 # N/mm^2 or MPa, design compressive stress only of web (cl. 7.1.2.1, IS 800:2007) + r_1 = actual_avg_stress / design_compressive_stress # stress ratio + + if load_type == 'Compression': + r_1 = r_1 + else: + r_1 = - r_1 # r_1 is negative for axial tension + + if section_class == 'Plastic': + if ratio <= (min(((84 * epsilon) / (1 + r_1)), 42 * epsilon)): + check_2 = 'Pass' + else: + check_2 = 'Fail' + elif section_class == 'Compact': + if r_1 < 0: + if ratio <= ((105 * epsilon) / (1 + r_1)): + check_2 = 'Pass' + else: + check_2 = 'Fail' + else: + if ratio <= (min(((105 * epsilon) / (1 + (1.5 * r_1))), 42 * epsilon)): + check_2 = 'Pass' + else: + check_2 = 'Fail' + else: # 'Semi-compact' + if ratio <= (min(((126 * epsilon) / (1 + (2 * r_1))), 42 * epsilon)): + check_2 = 'Pass' + else: + check_2 = 'Fail' + + # Check 3: Axial compression + if section_class == 'Semi-compact': + if ratio <= (42 * epsilon): + check_3 = 'Pass' + else: + check_3 = 'Fail' + else: + check_3 = 'Pass' # Not-applicable to Plastic and Compact sections (hence, Pass) + + return [check_1, check_2, check_3] + + @staticmethod + def Table2_hollow_tube(diameter, thickness, f_y, load='Axial Compression', section_class='Plastic'): + """ Calculate the limiting width to thickness ratio; for a hollow tube section in accordance to Table 2 + + Args: + diameter: diameter of the tube in mm (float or int) + thickness: thickness of the tube in mm (float or int) + f_y: yield stress of the section material in N/MPa (float or int) + load: Type of load ('Axial Compression' or 'Moment') (string) + section_class: Class of the section (Class1 - Plastic, Class2 - Compact or Class3 - Semi-compact) (string) + + Returns: + Results of the section classification check(s) + 'Pass', if the section qualifies as the required section_class, 'Fail' if it does not + + Reference: Table 2 and Cl.3.7.2, IS 800:2007 + + """ + epsilon = math.sqrt(250 / f_y) + + ratio = diameter / thickness # ratio of the web/component + + # Check 1: If the load acting is Moment + if load == 'Moment': + + if section_class == 'Plastic': + if ratio <= (42 * epsilon ** 2): + check = 'Pass' + else: + check = 'Fail' + elif section_class == 'Compact': + if ratio <= (52 * epsilon ** 2): + check = 'Pass' + else: + check = 'Fail' + else: + if ratio <= (146 * epsilon ** 2): + check = 'Pass' + else: + check = 'Fail' + + # Check 1: If the load acting is Axial Compression + elif load == 'Axial Compression': + + if section_class == 'Plastic': + check = 'Pass' + elif section_class == 'Compact': + check = 'Pass' + else: + if ratio <= (88 * epsilon ** 2): + check = 'Pass' + else: + check = 'Fail' + else: + pass + + return check + + @staticmethod + def Table2_i(width, thickness, f_y, section_type='Rolled'): + """ Calculate the limiting width to thickness ratio as per Table 2 for; + sr. no i) Outstanding element of compression flange + + Args: + width: width of the element in mm (float or int) + thickness: thickness of the element in mm (float or int) + f_y: yield stress of the section material in MPa (float or int) + section_type: Type of section ('Rolled' or 'Welded') (string) + + Returns: + A list of values with; + 1- The class of the section as Plastic, Compact, Semi-compact or Slender on account of the flange + 2- Ratio + + ['Section Class', 'Ratio'] + + Reference: Table 2 and Cl.3.7.2, IS 800:2007 + + """ + epsilon = math.sqrt(250 / f_y) + + ratio = width / thickness + + if section_type == 'Rolled': + if ratio <= (9.4 * epsilon): + section_class = 'Plastic' + elif ratio <= (10.5 * epsilon): + section_class = 'Compact' + elif ratio <= (15.7 * epsilon): + section_class = 'Semi-Compact' + else: + section_class = 'Slender' + else: + if ratio <= (8.4 * epsilon): + section_class = 'Plastic' + elif ratio <= (9.4 * epsilon): + section_class = 'Compact' + elif ratio <= (13.6 * epsilon): + section_class = 'Semi-Compact' + else: + section_class = 'Slender' + # print(f" flange_class" + # f" width {width}" + # f" thickness {thickness}" + # f" epsilon {epsilon}" + # ) + # print(f" section_type {section_type}" + # f" section_class {section_class}") + return [section_class, ratio] + + @staticmethod + def Table2_iii(depth, thickness, f_y, classification_type='Neutral axis at mid-depth'): + """ Calculate the limiting width to thickness ratio as per Table 2 for; + sr. no iii) Web of an I, H or box section for axial compression + + Args: + depth: width of the element in mm (float or int) + thickness: thickness of the element in mm (float or int) + f_y: yield stress of the section material in MPa (float or int) + classification_type: Type of classification required (Neutral axis at mid-depth, Generaly, Axial Compression) (string) + + Returns: + The class of the section as Plastic, Compact, Semi-compact or Slender on account of the web + + Reference: Table 2 and Cl.3.7.2, IS 800:2007 + + """ + epsilon = math.sqrt(250 / f_y) + + ratio = depth / thickness + + # print(f" web_class \n" + # f" depth {depth} \n" + # f" thickness {thickness} \n" + # f" epsilon {epsilon} \n" + # f" classification_type {classification_type}\n" + # ) + + if classification_type == 'Neutral axis at mid-depth': + if ratio < (84 * epsilon): + section_class = KEY_Plastic + elif ratio < (105 * epsilon): + section_class = KEY_Compact + elif ratio < (126 * epsilon): + section_class = KEY_SemiCompact + else: + section_class = 'Slender' + + elif classification_type == 'Generally': + pass + elif classification_type == 'Axial compression': + if ratio > (42 * epsilon): + section_class = 'Slender' + else: + section_class = 'Semi-Compact' + # print(f" section_class {section_class}") + + return section_class + + @staticmethod + def Table2_iv(depth, thickness_web, f_y): + """ Calculate the limiting width to thickness ratio as per Table 2 for; + sr. no i) Members subjected to Axial Compression + sr. no ii)Members subjected to Compression due to bending + + Args: + width(b): width of the element in mm (float or int) + depth(d): depth of the element in mm (float or int) + thickness(t): thickness of the element in mm (float or int) + f_y: yield stress of the section material in MPa (float or int) + force_type: Type of failure in member ('Axial') ('Compression') + section_type: Type of section ('Angle') (string) + + Returns: + A list of values with; + 1- The class of the section as Semi-compact or Slender on account of the + b/t, d/t, (b+d)/t Ratio + + ['Section Class', 'Ratio'] + + Reference: Table 2 and Cl.3.7.2, IS 800:2007 + + """ + epsilon = math.sqrt(250 / int(f_y)) + d_t = depth / thickness_web + + if d_t <= (42 * epsilon) : + section_class = KEY_SemiCompact + else: + section_class = 'Slender' + + return [section_class, d_t] + + @staticmethod + def Table2_vi(width, depth, thickness, f_y, force_type = "Axial Compression"): + """ Calculate the limiting width to thickness ratio as per Table 2 for; + sr. no i) Members subjected to Axial Compression + sr. no ii)Members subjected to Compression due to bending + + Args: + width(b): width of the element in mm (float or int) + depth(d): depth of the element in mm (float or int) + thickness(t): thickness of the element in mm (float or int) + f_y: yield stress of the section material in MPa (float or int) + force_type: Type of failure in member ('Axial') ('Compression') + section_type: Type of section ('Angle') (string) + + Returns: + A list of values with; + 1- The class of the section as Semi-compact or Slender on account of the + b/t, d/t, (b+d)/t Ratio + + ['Section Class', 'Ratio'] + + Reference: Table 2 and Cl.3.7.2, IS 800:2007 + + """ + epsilon = math.sqrt(250 / int(f_y)) + + b_t = width / thickness + d_t = depth / thickness + bd_t = (width + depth) / thickness + + + if force_type == 'Axial Compression': + if b_t <= (15.7 * epsilon) and d_t<= (15.7 * epsilon) and bd_t<= (25 * epsilon): + section_class = KEY_SemiCompact + else: + section_class = 'Slender' + else: + if b_t <= (9.4 * epsilon) and d_t<= (9.4 * epsilon): + section_class = KEY_Plastic + elif b_t <= (10.5 * epsilon) and d_t<= (10.5 * epsilon): + section_class = KEY_Compact + elif b_t <= (15.7 * epsilon) and d_t<= (15.7 * epsilon): + section_class = KEY_SemiCompact + else: + section_class = 'Slender' + + return [section_class, b_t,d_t, bd_t ] + + @staticmethod + def Table2_vii(width, depth, thickness, f_y, force_type = "Axial Compression"): + """ Calculate the limiting width to thickness ratio as per Table 2 for; + sr. no i) Members subjected to Axial Compression + sr. no ii)Members subjected to Compression due to bending + + Args: + width(b): width of the element in mm (float or int) + depth(d): depth of the element in mm (float or int) + thickness(t): thickness of the element in mm (float or int) + f_y: yield stress of the section material in MPa (float or int) + force_type: Type of failure in member ('Axial') ('Compression') + section_type: Type of section ('Angle') (string) + + Returns: + A list of values with; + 1- The class of the section as Semi-compact or Slender on account of the + b/t, d/t, (b+d)/t Ratio + + ['Section Class', 'Ratio'] + + Reference: Table 2 and Cl.3.7.2, IS 800:2007 + + """ + epsilon = math.sqrt(250 / int(f_y)) + + b_t = width / thickness + d_t = depth / thickness + bd_t = (width + depth) / thickness + + if force_type == 'Axial Compression': + if d_t<= (15.7 * epsilon) : + '''When adding more cases, you need to modify Strut angle''' + section_class = KEY_SemiCompact + else: + section_class = 'Slender' + else: + if b_t <= (9.4 * epsilon) and d_t<= (9.4 * epsilon): + section_class = KEY_Plastic + elif b_t <= (10.5 * epsilon) and d_t<= (10.5 * epsilon): + section_class = KEY_Compact + elif b_t <= (15.7 * epsilon) and d_t<= (15.7 * epsilon): + section_class = KEY_SemiCompact + else: + section_class = 'Slender' + + return [section_class, b_t,d_t, bd_t ] + + + @staticmethod + def Table2_x(outer_diameter, tube_thickness, f_y, load_type='axial compression'): + """ Calculate the limiting width to thickness ratio as per Table 2 for; + sr. no x) Circular hollow tube + + Args: + outer_diameter: outer diameter of the tube in mm (float or int) + tube_thickness: thickness of the tube in mm (float or int) + f_y: yield stress of the section material in MPa (float or int) + load_type: Type of loading (moment, axial compression) (string) + + Returns: + The class of the section as Plastic, Compact, Semi-compact or Slender + + Reference: Table 2 and Cl.3.7.2, IS 800:2007 + + """ + epsilon = math.sqrt(250 / f_y) + + ratio = outer_diameter / tube_thickness + + print(f"outer_diameter{outer_diameter},tube_thickness{tube_thickness}") + + if load_type == 'axial compression': + if ratio > (88 * epsilon**2): + section_class = 'Slender' + else: + section_class = 'Semi-Compact' + else: + if ratio <= (42 * epsilon**2): + section_class = 'Plastic' + elif (ratio > (42 * epsilon**2)) and (ratio <= (52 * epsilon**2)): + section_class = 'Compact' + elif ratio <= (146 * epsilon**2): + section_class = 'Semi-Compact' + else: + section_class = 'Slender' + + return section_class + + + # ========================================================================== + """ SECTION 3 GENERAL DESIGN REQUIREMENTS """ + + @staticmethod + def cl_3_8_max_slenderness_ratio(Type = 1): + """ + 1) A member carrying compressive loads + resulting from dead loads and imposed + loads + 2) A tension member in which a reversal + of direct stress occurs due to loads other + than wind or seismic forces + 3) A member subjected to compression + forces resulting only from combination + with wind/earthquake actions, provided + the deformation of such member does + not adversely affect tbe stress in any + part of the structure + 4) Compression flange of a beam against + lateral torsional buckling + 5) A member normally acting m a tie in a + roof truss or a bracing system not + considered effective when subject to + possible reversal of stress into + compression resulting from the action + of wind or earthquake forces]] + 6) Members always under tension’) (other + than pre-tensioned members) + """ + if Type == 1: + return 180 + elif Type == 2: + return 180 + elif Type == 3: + return 180 + elif Type == 4: + return 180 + elif Type == 5: + return 180 + elif Type == 6: + return 180 + # ========================================================================== + """ SECTION 4 METHODS OF STRUCTURAL ANALYSIS """ + # ========================================================================== + """ SECTION 5 LIMIT STATE DESIGN """ + # ------------------------------------------------------------- + # 5.4 Strength + # ------------------------------------------------------------- + + # Table 5 Partial Safety Factors for Materials, gamma_m (dict) + cl_5_4_1_Table_5 = {"gamma_m0": {'yielding': 1.10, 'buckling': 1.10}, + "gamma_m1": {'ultimate_stress': 1.25}, + "gamma_mf": {KEY_DP_FAB_SHOP: 1.25, KEY_DP_FAB_FIELD: 1.25}, + "gamma_mb": {KEY_DP_FAB_SHOP: 1.25, KEY_DP_FAB_FIELD: 1.25}, + "gamma_mr": {KEY_DP_FAB_SHOP: 1.25, KEY_DP_FAB_FIELD: 1.25}, + "gamma_mw": {KEY_DP_FAB_SHOP: 1.25, KEY_DP_FAB_FIELD: 1.50} + } + + # ------------------------------------------------------------ + # 5.6.1 Deflection + # ------------------------------------------------------------- + +# cl_5_6_1_vertical_deflection_Table_6 = { + +# Type of structure Load Type Member Supporting Deflection Limit +# Industrial building Live Load Purlins and Girts Elastic cladding Span/150 +# Industrial building Live Load Purlins and Girts Brittle cladding Span/180 +# Industrial building Live Load Simple span Elastic cladding Span/240 +# Industrial building Live Load Simple span Brittle cladding Span/300 +# Industrial building Live Load Cantilever span Elastic cladding Span/120 +# Industrial building Live Load Cantilever span Brittle cladding Span/150 +# Industrial building Live Load Rafter supporting Profiled Metal Sheeting Span/180 +# Industrial building Live Load Rafter supporting Plastered Sheeting Span/240 +# Industrial building Crane Load(Manual operation) Gantry Crane Span/500 +# Industrial building Crane load(Electric operation up to 50t) Gantry Crane Span/750 +# Industrial building Crane load(Electric operation over 50t) Gantry Crane Span/1000 +# Other buildings Live Load Floor and Roof Elements not susceptible to cracking Span/300 +# Other buildings Live Load Floor and Roof Element susceptible to cracking Span/360 +# Other buildings Live Load Cantilever Span Elements not susceptible to cracking Span/150 +# Other buildings Live Load Cantilever Span Element susceptible to cracking Span/180 +# Highway Bridges Live Load Simple span NA Span/600 +# Railway Bridges Live Load Simple span NA Span/600 +# Highway Bridges Dead Load Simple span NA Span/800 +# Railway Bridges Dead Load Simple span NA Span/800 +# Highway Bridges Live Load Cantilever span NA Span/400 +# Railway Bridges Live Load Cantilever span NA Span/400 +# Highway Bridges Dead Load Cantilever span NA Span/800 +# Railway Bridges Dead Load Cantilever span NA Span/800 + + + # } + + # ========================================================================== + """ SECTION 6 DESIGN OF TENSION MEMBERS """ + + # ------------------------------------------------------------ + # 6.2 Design Strength Due to Yielding of Gross Section + # ------------------------------------------------------------- + + @staticmethod + def cl_6_2_tension_yielding_strength(A_g, f_y): + """Calcualte the tension rupture capacity of plate as per clause 6.3.1 + :param A_g: gross area of cross section + :param f_y: yield stress of the material + :return: design strength in tension yielding + """ + gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] + T_dg = A_g * f_y / gamma_m0 + return T_dg + # ------------------------------------------------------------ + # 6.3 Design Strength Due to Rupture of Critical Section + # ------------------------------------------------------------- + + # cl.6.3.1 Plates + @staticmethod + def cl_6_3_1_tension_rupture_strength(A_n,f_u): + """Calcualte the tension rupture capacity of plate as per clause 6.3.1 + :param A_n: net effective area of member + :param f_u: ultimate stress of the material + :return: design strength in tension rupture + """ + gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]['ultimate_stress'] + T_dn = 0.9*A_n*f_u/gamma_m1 + return T_dn + # 6.4 Design Strength Due to Block Shear + # ------------------------------------------------------------- + + # cl. 6.4.1 Block shear strength of bolted connections + @staticmethod + def cl_6_4_1_block_shear_strength(A_vg, A_vn, A_tg, A_tn, f_u, f_y): + """Calculate the block shear strength of bolted connections as per cl. 6.4.1 + + Args: + A_vg: Minimum gross area in shear along bolt line parallel to external force [in sq. mm] (float) + A_vn: Minimum net area in shear along bolt line parallel to external force [in sq. mm] (float) + A_tg: Minimum gross area in tension from the bolt hole to the toe of the angle, + end bolt line, perpendicular to the line of force, respectively [in sq. mm] (float) + A_tn: Minimum net area in tension from the bolt hole to the toe of the angle, + end bolt line, perpendicular to the line of force, respectively [in sq. mm] (float) + f_u: Ultimate stress of the plate material in MPa (float) + f_y: Yield stress of the plate material in MPa (float) + + Return: + block shear strength of bolted connection in N (float) + + Note: + Reference: + IS 800:2007, cl. 6.4.1 + + """ + gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] + gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]['ultimate_stress'] + T_db1 = A_vg * f_y / (math.sqrt(3) * gamma_m0) + 0.9 * A_tn * f_u / gamma_m1 + T_db2 = 0.9 * A_vn * f_u / (math.sqrt(3) * gamma_m1) + A_tg * f_y / gamma_m0 + return min(T_db1, T_db2) + + # ========================================================================== + """ SECTION 7 DESIGN OF COMPRESS1ON MEMBERS """ + + # ------------------------------------------------------------- + # 7.4 Column Bases + # ------------------------------------------------------------- + + # cl. 7.4.1, General + @staticmethod + def cl_7_4_1_bearing_strength_concrete(concrete_grade): + """ + Args: + concrete_grade: grade of concrete used for pedestal/footing (str). + + Returns: + maximum permissible bearing strength of concrete pedestal/footing (float). + + Note: + cl 7.4.1 suggests the maximum bearing strength equal to 0.60 times f_ck, + but, the value is amended to 0.45 times f_ck (f_ck is the characteristic strength of concrete) + """ + f_ck = { + 'M10': 10, + 'M15': 15, + 'M20': 20, + 'M25': 25, + 'M30': 30, + 'M35': 35, + 'M40': 40, + 'M45': 45, + 'M50': 50, + 'M55': 55, + }[str(concrete_grade)] + + bearing_strength = 0.45 * f_ck # MPa (N/mm^2) + return bearing_strength + + # cl. 7.1, Design strength + @staticmethod + def cl_7_1_2_design_compressisive_strength_member( effective_area , design_compressive_stress , axial_load ): + """ + Args: + effective_area:effective sectional area as defined in 7.3.2 (float) + design_compressive_stress:design compressive stress, obtained as per 7.1.2.1 (float) + axial_load:Load acting on column (float) + + Returns: + Design compressive strength + 'Pass', if the section qualifies as the required section_class, 'Fail' if it does not + + Note: + Reference: IS 800 pg34 + @author:Rutvik Joshi + """ + design_compressive_strength= effective_area * design_compressive_stress #area in mm2,stress in kN/mm2 + if axial_load < design_compressive_strength: #kN + check = 'pass' + else: + check = 'fail' + return check #str + + # cl. 7.2.2 Effective Length of Prismatic Compression Members + @staticmethod + def cl_7_2_2_effective_length_of_prismatic_compression_members(unsupported_length, end_1='Fixed', end_2='Fixed'): + """ + Calculate the effective length of the member as per Cl. 7.2.2 (Table 11) of IS 800:2007 + + Args: + unsupported_length: unsupported length of the member about any axis in mm (float) + end_1: End condition at end 1 of the member (string) + end_2: End condition at end 2 of the member (string) + + Returns: + Effective length in mm + """ + + if end_1 == 'Fixed' and end_2 == 'Fixed': + effective_length = 0.65 * unsupported_length + elif end_1 == 'Fixed' and end_2 == 'Hinged': + effective_length = 0.8 * unsupported_length + elif end_1 == 'Fixed' and end_2 == 'Roller': + effective_length = 1.2 * unsupported_length + elif end_1 == 'Hinged' and end_2 == 'Hinged': + effective_length = 1.0 * unsupported_length + elif end_1 == 'Hinged' and end_2 == 'Roller': + effective_length = 2.0 * unsupported_length + elif end_1 == 'Fixed' and end_2 == 'Free': + effective_length = 2.0 * unsupported_length + else: + effective_length = 2.0 * unsupported_length + + return effective_length + + @staticmethod + def cl_7_2_4_effective_length_of_truss_compression_members(length, section_profile = 'Angles'): + """ + Calculate the effective length of the member as per Cl. 7.5.2.1 (Table 11) of IS 800:2007 + + Args: + unsupported_length: actual length of the member about any axis in mm (float) + end_1: End condition at end 1 of the member (string) + end_2: End condition at end 2 of the member (string) + + Returns: + Effective length in mm + """ + + if section_profile == 'Angles': + effective_length = 1 * length + elif section_profile == 'Back to Back Angles': + effective_length = 0.85 * length + elif section_profile == 'Channels': + print('NEED TO CHECK AGAIN') + effective_length = 1 * length + elif section_profile == 'Back to Back Channels': + print('NEED TO CHECK AGAIN') + effective_length = 0.85 * length + else: + effective_length = 1 * length + + return effective_length + + # cl. 7.1.2.1, Design stress + @staticmethod + def cl_7_1_2_1_design_compressisive_stress(f_y, gamma_mo, effective_slenderness_ratio , imperfection_factor, modulus_of_elasticity, check_type ): + """ + Args: + f_y:Yield stress (float) + gamma_mo:Effective length of member (float) + effective_slenderness_ratio:Euler buckling class (float) + imperfection_factor + modulus_of_elasticity + + Returns: + list of euler_buckling_stress, nondimensional_effective_slenderness_ratio, phi, stress_reduction_factor, design_compressive_stress_fr .design_compressive_stress, design_compressive_stress_min + Note: + Reference: IS 800 pg34 + @author:Rutvik Joshi + """ + # 2.4 - Euler buckling stress + euler_buckling_stress = (math.pi ** 2 * modulus_of_elasticity) / effective_slenderness_ratio ** 2 + if 'Concentric' in check_type: + # 2.5 - Non-dimensional effective slenderness ratio + nondimensional_effective_slenderness_ratio = math.sqrt(f_y / euler_buckling_stress) + elif 'Leg' in check_type: + nondimensional_effective_slenderness_ratio = check_type[1] + phi = 0.5 * (1 + imperfection_factor * (nondimensional_effective_slenderness_ratio - 0.2) + nondimensional_effective_slenderness_ratio ** 2) + # 2.6 - Design compressive stress + stress_reduction_factor = 1/(phi + math.sqrt(phi**2 - nondimensional_effective_slenderness_ratio**2)) + design_compressive_stress_fr = f_y * stress_reduction_factor / gamma_mo + design_compressive_stress_max = f_y / gamma_mo + design_compressive_stress = min(design_compressive_stress_fr , design_compressive_stress_max) + return [euler_buckling_stress, nondimensional_effective_slenderness_ratio, phi, stress_reduction_factor,design_compressive_stress_fr, design_compressive_stress, design_compressive_stress_max] #kN/cm2 + + # Cl. 7.1.1, Cl.7.1.2.1, Imperfection Factor + @staticmethod + def cl_7_1_2_1_imperfection_factor(buckling_class=''): + """ + Determine the Imperfection Factor of the cross-section as per Cl 7.1.1, Cl.7.1.2.1 (Table 7) of IS 800:2007 + + Args: + buckling_class (string) + + Returns: Imperfection factor value (string) + """ + imperfection_factor = { + 'a': 0.21, + 'b': 0.34, + 'c': 0.49, + 'd': 0.76 + }[buckling_class] + + return imperfection_factor + + # cl. 7.1.2.1, Buckling Class of Cross-Sections + @staticmethod + def cl_7_1_2_2_buckling_class_of_crosssections(b, h, t_f, cross_section='Rolled I-sections', section_type='Hot rolled'): + """ + Determine the buckling class of the cross-section as per Cl 7.1.2.2 (Table 10) of IS 800:2007 + + Args: + b: width of the flange + h: depth of the section + t_f: thickness of the flange + cross_section: type of cross-section + section_type: Hot rolled or Cold formed + + Returns: Buckling class values about z-z and y-y axis (dictionary) + """ + + if cross_section == 'Rolled I-sections': + if h / b > 1.2: + if t_f <= 40: + buckling_class = { + 'z-z': 'a', + 'y-y': 'b' + } + elif 40 <= t_f <= 100: + buckling_class = { + 'z-z': 'b', + 'y-y': 'c' + } + else: # this case if not derived from the code (for t_f >100mm, buckling class d is assumed about both the axis) + buckling_class = { + 'z-z': 'd', + 'y-y': 'd' + } + elif h / b <= 1.2: + if t_f <= 100: + buckling_class = { + 'z-z': 'b', + 'y-y': 'c' + } + if t_f > 100: + buckling_class = { + 'z-z': 'd', + 'y-y': 'd' + } + + elif cross_section == 'Welded I-section': + if t_f <= 40: + buckling_class = { + 'z-z': 'b', + 'y-y': 'c' + } + if t_f > 40: + buckling_class = { + 'z-z': 'c', + 'y-y': 'd' + } + + elif cross_section == 'Hollow Section': + if section_type == 'Hot rolled': + buckling_class = { + 'z-z': 'a', + 'y-y': 'a' + } + else: + buckling_class = { + 'z-z': 'b', + 'y-y': 'b' + } + + return buckling_class + + @staticmethod + def cl_7_1_2_1_design_compressisive_stress_plategirder(f_y, gamma_mo, effective_slenderness_ratio, + modulus_of_elasticity): + """ + Args: + f_y:Yield stress (float) + gamma_mo:Effective length of member (float) + effective_slenderness_ratio:Euler buckling class (float) + imperfection_factor + modulus_of_elasticity + + Returns: + list of euler_buckling_stress, nondimensional_effective_slenderness_ratio, phi, stress_reduction_factor, design_compressive_stress_fr .design_compressive_stress, design_compressive_stress_min + Note: + Reference: IS 800 pg34 + @author:Rutvik Joshi + """ + # 2.4 - Euler buckling stress + imperfection_factor = 0.49 + euler_buckling_stress = (math.pi ** 2 * modulus_of_elasticity) / effective_slenderness_ratio ** 2 + nondimensional_effective_slenderness_ratio = math.sqrt(f_y / euler_buckling_stress) + phi = 0.5 * (1 + imperfection_factor * ( + nondimensional_effective_slenderness_ratio - 0.2) + nondimensional_effective_slenderness_ratio ** 2) + # 2.6 - Design compressive stress + stress_reduction_factor = 1 / (phi + math.sqrt(phi ** 2 - nondimensional_effective_slenderness_ratio ** 2)) + design_compressive_stress_fr = f_y * stress_reduction_factor / gamma_mo + design_compressive_stress_max = f_y / gamma_mo + design_compressive_stress = min(design_compressive_stress_fr, design_compressive_stress_max) + # print(f"euler_buckling_stress {euler_buckling_stress} , nondimensional_effective_slenderness_ratio {nondimensional_effective_slenderness_ratio} , phi {phi} , stress_reduction_factor {stress_reduction_factor} , design_compressive_stress_fr {design_compressive_stress_fr} , design_compressive_stress_max {design_compressive_stress_max} , design_compressive_stress {design_compressive_stress}") + return design_compressive_stress + + @staticmethod + def cl_7_1_2_1_design_compressisive_stress_fcd_buckling_class_c(): + data = { + 200: [182.00, 182.00, 172.00, 163.00, 153.00, 142.00, 131.00, 120.00, 108.00, 97.50, 87.30, 78.20, 70.00, 62.90, + 56.60, 51.10, 46.40, 42.20, 38.50, 35.30, 32.40, 29.90, 27.60, 25.60, 23.80], + 210: [191.00, 190.00, 180.00, 170.00, 159.00, 148.00, 136.00, 123.00, 111.00, 100.00, 89.00, 79.40, 71.00, 63.60, + 57.20, 51.60, 46.80, 42.50, 38.80, 35.50, 32.60, 30.10, 27.80, 25.70, 23.90], + 220: [200.00, 199.00, 188.00, 177.00, 165.00, 153.00, 140.00, 127.00, 114.00, 102.00, 90.50, 80.60, 71.90, 64.40, + 57.80, 52.10, 47.10, 42.80, 39.00, 35.70, 32.80, 30.20, 27.90, 25.90, 24.00], + 230: [209.00, 207.00, 196.00, 184.00, 172.00, 158.00, 144.00, 130.00, 116.00, 104.00, 92.00, 81.70, 72.80, 65.00, + 58.30, 52.50, 47.50, 43.10, 39.30, 35.90, 33.00, 30.40, 28.00, 26.00, 24.10], + 240: [218.00, 216.00, 204.00, 191.00, 178.00, 163.00, 148.00, 133.00, 119.00, 105.00, 93.30, 82.70, 73.50, 65.60, + 58.80, 52.90, 47.80, 43.40, 39.50, 36.10, 33.10, 30.50, 28.20, 26.10, 24.20], + 250: [227.00, 224.00, 211.00, 198.00, 183.00, 168.00, 152.00, 136.00, 121.00, 107.00, 94.60, 83.70, 74.30, 66.20, + 59.20, 53.30, 48.10, 43.60, 39.70, 36.30, 33.30, 30.60, 28.30, 26.20, 24.30], + 260: [236.00, 233.00, 219.00, 205.00, 189.00, 173.00, 156.00, 139.00, 123.00, 109.00, 95.70, 84.60, 75.00, 66.70, + 59.70, 53.60, 48.40, 43.90, 39.90, 36.50, 33.40, 30.80, 28.40, 26.30, 24.40], + 280: [255.00, 250.00, 234.00, 218.00, 201.00, 182.00, 163.00, 145.00, 127.00, 112.00, 97.90, 86.20, 76.20, 67.70, + 60.40, 54.20, 48.90, 44.30, 40.30, 36.80, 33.70, 31.00, 28.60, 26.40, 24.50], + 300: [273.00, 266.00, 249.00, 231.00, 212.00, 191.00, 170.00, 149.00, 131.00, 114.00, 100.00, 87.60, 77.30, 68.60, + 61.10, 54.80, 49.30, 44.70, 40.60, 37.00, 33.90, 31.20, 28.80, 26.60, 24.70], + 320: [291.00, 283.00, 264.00, 244.00, 222.00, 199.00, 176.00, 154.00, 134.00, 116.00, 102.00, 88.90, 78.30, 69.30, + 61.70, 55.30, 49.80, 45.00, 40.90, 37.30, 34.10, 31.40, 28.90, 26.70, 24.80], + 340: [309.00, 299.00, 278.00, 256.00, 232.00, 207.00, 182.00, 158.00, 137.00, 119.00, 103.00, 90.10, 79.20, 70.00, + 62.30, 55.70, 50.10, 45.30, 41.10, 37.50, 34.30, 31.50, 29.10, 26.90, 24.90], + 360: [327.00, 316.00, 293.00, 268.00, 242.00, 215.00, 187.00, 162.00, 140.00, 120.00, 104.00, 91.10, 80.00, 70.70, + 62.80, 56.10, 50.50, 45.60, 41.40, 37.70, 34.50, 31.70, 29.20, 27.00, 25.00], + 380: [345.00, 332.00, 307.00, 280.00, 252.00, 222.00, 192.00, 165.00, 142.00, 122.00, 106.00, 92.10, 80.70, 71.20, + 63.30, 56.50, 50.80, 45.80, 41.60, 37.90, 34.70, 31.80, 29.30, 27.10, 25.10], + 400: [364.00, 348.00, 321.00, 292.00, 261.00, 228.00, 197.00, 169.00, 144.00, 124.00, 107.00, 93.00, 81.40, 71.80, + 63.70, 56.90, 51.10, 46.10, 41.80, 38.10, 34.80, 31.90, 29.40, 27.20, 25.20], + 420: [382.00, 364.00, 335.00, 304.00, 270.00, 235.00, 202.00, 172.00, 146.00, 125.00, 108.00, 93.80, 82.00, 72.30, + 64.10, 57.20, 51.30, 46.30, 42.00, 38.20, 34.90, 32.10, 29.50, 27.30, 25.30], + 450: [409.00, 388.00, 355.00, 320.00, 282.00, 244.00, 208.00, 176.00, 149.00, 127.00, 110.00, 94.90, 82.90, 72.90, + 64.60, 57.60, 51.70, 46.60, 42.20, 38.40, 35.10, 32.20, 29.70, 27.40, 25.40], + 480: [436.00, 412.00, 376.00, 337.00, 295.00, 252.00, 213.00, 180.00, 152.00, 129.00, 111.00, 95.90, 83.60, 73.50, + 65.10, 58.00, 52.00, 46.90, 42.50, 38.60, 35.30, 32.40, 29.80, 27.50, 25.50], + 510: [464.00, 435.00, 395.00, 352.00, 306.00, 260.00, 218.00, 183.00, 154.00, 131.00, 112.00, 96.80, 84.30, 74.10, + 65.50, 58.40, 52.30, 47.10, 42.70, 38.80, 35.40, 32.50, 29.90, 27.60, 25.60], + 540: [491.00, 458.00, 415.00, 367.00, 317.00, 267.00, 223.00, 186.00, 156.00, 132.00, 113.00, 97.60, 84.90, 74.60, + 65.90, 58.70, 52.60, 47.30, 42.90, 39.00, 35.60, 32.60, 30.00, 27.70, 25.70] +} + slenderness_ratios = [10, 20, 30, 40, 50, 60, 70, 80, 90, 100, 110, 120, 130, 140, 150, 160, 170, 180, 190, 200, 210, + 220, 230, 240, 250] + df = pd.DataFrame(data, index=slenderness_ratios) + return df + + + + @staticmethod + def cl_7_5_1_2_equivalent_slenderness_ratio_of_truss_compression_members_loaded_one_leg(length, r_min, b1, b2, t, f_y, bolt_no = 2, fixity = 'Fixed'): + """ + Calculate the equivalent slenderness ratio of the member as per Cl. 7.5.1.2 (Table 12) of IS 800:2007 + + Args: + length: actual length of the member about any axis in mm (float) + end_1: End condition at end 1 of the member (string) + end_2: End condition at end 2 of the member (string) + r_min: minimum radius of gyration of the section(angle) + b1: leg of section(angle) (float) + b2: another leg of section(angle) (float) + t : thickness (float) + f_y: yield strength (float) + bolt_no: number of bolt in the connection (float) + fixity = depends on end_1 and end_2 (string) + + Returns: + list of + equivalent_slenderness_ratio + lambda_vv, lambda_psi defined in clause + k1, k2, k3 + """ + e = math.sqrt(250/f_y ) + E = 2 * 10 ** 5 + if bolt_no >= 2: + if fixity == 'Fixed': + k1 = 0.2 + k2 = 0.35 + k3 = 20 + elif fixity == 'Hinged': + k1 = 0.7 + k2 = 0.6 + k3 = 5 + elif fixity == 'Partial': + # For partial fixity, interpolate between Fixed and Hinged cases using + # recursive calls to this same staticmethod. We must qualify the call + # with the class name; an unqualified name here would look for a + # module-level function and raise NameError. + temp = IS800_2007.cl_7_5_1_2_equivalent_slenderness_ratio_of_truss_compression_members_loaded_one_leg( + length, r_min, b1, b2, t, f_y, bolt_no, fixity='Fixed' + ) + temp2 = IS800_2007.cl_7_5_1_2_equivalent_slenderness_ratio_of_truss_compression_members_loaded_one_leg( + length, r_min, b1, b2, t, f_y, bolt_no, fixity='Hinged' + ) + k1 = (temp[3] + temp2[3]) / 2 + k2 = (temp[4] + temp2[4]) / 2 + k3 = (temp[5] + temp2[5]) / 2 + + elif bolt_no == 1: + if fixity == 'Fixed': + k1 = 0.75 + k2 = 0.35 + k3 = 20 + elif fixity == 'Hinged': + k1 = 1.25 + k2 = 0.5 + k3 = 60 + elif fixity == 'Partial': + temp = IS800_2007.cl_7_5_1_2_equivalent_slenderness_ratio_of_truss_compression_members_loaded_one_leg( + length, r_min, b1, b2, t, f_y, bolt_no, fixity='Fixed' + ) + temp2 = IS800_2007.cl_7_5_1_2_equivalent_slenderness_ratio_of_truss_compression_members_loaded_one_leg( + length, r_min, b1, b2, t, f_y, bolt_no, fixity='Hinged' + ) + k1 = (temp[3] + temp2[3]) / 2 + k2 = (temp[4] + temp2[4]) / 2 + k3 = (temp[5] + temp2[5]) / 2 + + lambda_vv = (length/ r_min)/(e* math.sqrt(math.pi**2 * E/250)) + lambda_psi = ((b1 + b2)/(2 * t) )/(e* math.sqrt(math.pi**2 * E/250)) + equivalent_slenderness_ratio = math.sqrt(k1 + k2 * lambda_vv **2 + k3 * lambda_psi**2) + return [equivalent_slenderness_ratio, lambda_vv, lambda_psi, k1, k2, k3] + # ========================================================================== + """ SECTION 8 DESIGN OF MEMBERS SUBJECTED TO BENDING """ + + # ------------------------------------------------------------- + # 8.4 Shear + # ------------------------------------------------------------- + @staticmethod + def cl_8_2_1_web_buckling(d, tw, e): + d_tw = d / tw + if d_tw <= 67*e: + return False + return True + + @staticmethod + def cl_8_2_1_2_design_bending_strength(section_class, Zp, Ze, fy, gamma_mo, support): + beta_b = 1.0 if section_class == KEY_Plastic or KEY_Compact else Ze/Zp + Md = beta_b * Zp * fy / gamma_mo + if support == KEY_DISP_SUPPORT1 : + if Md < 1.2 * Ze * fy / gamma_mo: + return Md + else: + return 1.2 * Ze * fy / gamma_mo + elif support == KEY_DISP_SUPPORT2 : + if Md < 1.5 * Ze * fy / gamma_mo: + return Md + else: + return 1.5 * Ze * fy / gamma_mo + + + @staticmethod + def cl_8_2_1_2_high_shear_check(V, Vd): + if V > 0.6 * Vd : + print('High shear') + return True + else: + print('Low shear') + return False + + @staticmethod + def cl_8_2_1_4_holes_tension_zone(Anf_Agf, fy, fu, gamma_mo, gamma_m1): + if Anf_Agf > (fy/fu) * (gamma_m1/gamma_mo) / 0.9 : + return Anf_Agf + else : + return (fy/fu) * (gamma_m1/gamma_mo) / 0.9 + + @staticmethod + def cl_8_2_1_5_shear_lag(b0,b1, L0, type): + if type == 'outstand': + if b0<= L0/20 : + return b0 + else : + return L0/20 + else: + if b1<= L0/10 : + return b1 + else : + return L0/10 + + @staticmethod + def cl_8_2_2_Unsupported_beam_bending_strength(Zp, Ze, fcd, section_class): + if section_class == KEY_Plastic or section_class == KEY_Compact: + return Zp * fcd + else: + return Ze * fcd + + @staticmethod + def cl_8_2_2_Unsupported_beam_bending_compressive_stress(X_lt, fy, gamma_mo): + return X_lt * fy / gamma_mo + + @staticmethod + def cl_8_2_2_Unsupported_beam_bending_stress_reduction_factor(phi_lt, lambda_lt): + si = 1 / ( phi_lt + (phi_lt **2 - lambda_lt **2) ** 0.5) + if si > 1.0: + si = 1.0 + return si + + @staticmethod + def cl_8_2_2_Unsupported_beam_bending_phi_lt(alpha_lt, lambda_lt): + a = 0.5 * ( 1 + alpha_lt * ( lambda_lt - 0.2) + lambda_lt ** 2) + # print(alpha_lt, lambda_lt, a) + return a + + @staticmethod + def cl_8_2_2_Unsupported_beam_bending_non_slenderness( E, meu,Iy, It, Iw, Llt,beta_b, Zp, hf,ry, tf): + ''' Author : Rutvik Joshi + Clauses: 8.2.2.1 and Annex E + ''' + G = E/(2+2*meu) + fcrb = (1.1 * math.pi**2 * E/(Llt/ry)**2) * math.sqrt(1 + (((Llt/ry)/(hf/tf))**2) / 20) + _ = math.sqrt((math.pi**2 * E * Iy/Llt**2)*(G *It + (math.pi**2 * E * Iw/Llt**2) )) + __ = beta_b * Zp * fcrb + ___ = (math.pi**2 * E * Iy * hf/Llt**2)/2 * math.sqrt(1 + (((Llt/ry)/(hf/tf))**2) / 20 ) + return [min(_,__,___), fcrb] + + @staticmethod + def cl_8_2_2_Unsupported_beam_bending_fcrb(E, Llt_ry, hf_tf): + ''' Author : Rutvik Joshi + Clauses: 8.2.2.1 and Annex E + ''' + fcrb = 1.1 * math.pi**2 * E * (1 + (Llt_ry/hf_tf)**2/20)**0.5 / Llt_ry + return fcrb + @staticmethod + def cl_8_2_2_1_elastic_buckling_moment(betab, Zp, Ze, fy, Mcr, fcrb = 0): + if (betab * Zp * fy / Mcr) ** 0.5 <= (1.2 * Ze * fy / Mcr) ** 0.5: + return (betab * Zp * fy / Mcr) ** 0.5 + else: + return (1.2 * Ze * fy / Mcr) ** 0.5 + + @staticmethod + def cl_8_2_2_1_elastic_buckling_moment_fcrb( fy, fcrb=0): + + return math.sqrt(fy/fcrb) + @staticmethod + def cl_8_3_1_EffLen_Simply_Supported(Torsional, Warping, length, depth, load) : + """ Calculate the Effective Length for Simply Supported Beams as per Table 15 Cl 8.3.1 + + Args: + Torsional Restraint: Type of Restraint (string) + Warping Restraint: Type of Restraint (string) + depth(d): depth of the element in mm (float or int) + length(l): length of span in mm (float or int) + f_y: yield stress of the section material in MPa (float or int) + load: Type of load in member ('Normal') ('Destabilizing') + + + Returns: + Effective length (float) + + Reference: Table 15 Cl 8.3.1, IS 800:2007 + + """ + if load == KEY_DISP_LOAD1: + if Torsional == Torsion_Restraint1: + if Warping == Warping_Restraint1 : + length = 0.80 * length + elif Warping == Warping_Restraint2 : + length = 0.75 * length + # elif Warping ==Warping_Restraint1 : + # length = 0.80 * length + elif Warping == Warping_Restraint4 : + length = 0.85 * length + elif Warping == Warping_Restraint5 : + length = 1.00 * length + elif Torsional == Torsion_Restraint2 and Warping == Warping_Restraint5 : + length = length + 2 * depth + elif Torsional == Torsion_Restraint3 and Warping == Warping_Restraint5 : + length = 1.2 * length + 2 * depth + elif load == KEY_DISP_LOAD2: + if Torsional == Torsion_Restraint1: + if Warping == Warping_Restraint1 : + length = 0.85 * length + if Warping == Warping_Restraint2 : + length = 0.9 * length + if Warping == Warping_Restraint1 : + length = 0.95 * length + if Warping == Warping_Restraint4 : + length = 1.00 * length + if Warping == Warping_Restraint5 : + length = 1.20 * length + elif Torsional == Torsion_Restraint2 and Warping == Warping_Restraint5 : + length = 1.2 * length + 2 * depth + elif Torsional == Torsion_Restraint3 and Warping == Warping_Restraint5 : + length = 1.4 * length + 2 * depth + return length + + @staticmethod + def cl_8_3_3_EffLen_Cantilever(Support, Top, length, load) -> float: + """ Calculate the Effective Length for Simply Supported Beams as per Table 16 Cl 8.3.3 + + Args: + Support Restraint: Type of Restraint (string) + Warping Restraint: Type of Restraint (string) + depth(d): depth of the element in mm (float or int) + length(l): length of span in mm (float or int) + f_y: yield stress of the section material in MPa (float or int) + load: Type of load in member ('Normal') ('Destabilizing') + + + Returns: + Effective length (float) + + Reference: Table 15 Cl 8.3.1, IS 800:2007 + + """ + if load == KEY_DISP_LOAD1: + if Support == Support1: + if Top == Top1: + length = 3.00 * length + if Top == Top2: + length = 2.7 * length + if Top == Top3: + length = 2.40 * length + if Top == Top4: + length = 2.1 * length + + elif Support == Support2: + if Top == Top1: + length = 2.00 * length + if Top == Top2: + length = 1.8 * length + if Top == Top3: + length = 1.60 * length + if Top == Top4: + length = 1.4 * length + + + elif Support == Support3: + + if Top == Top1: + length = 1.00 * length + + if Top == Top2: + length = 0.9 * length + + if Top == Top3: + length = 0.80 * length + + if Top == Top4: + length = 0.7 * length + + elif Support == Support4: + if Top == Top1: + length = 0.80 * length + if Top == Top2: + length = 0.7 * length + if Top == Top3: + length = 0.6 * length + if Top == Top4: + length = 0.5 * length + elif load == KEY_DISP_LOAD2: + if Support == Support1: + if Top == Top1: + length = 7.50 * length + if Top == Top2: + length = 7.5 * length + if Top == Top3: + length = 4.50 * length + if Top == Top4: + length = 3.6 * length + + elif Support == Support2: + if Top == Top1: + length = 5.00 * length + if Top == Top2: + length = 5 * length + if Top == Top3: + length = 3.0 * length + if Top == Top4: + length = 2.4 * length + + + elif Support == Support3: + + if Top == Top1: + length = 2.50 * length + + if Top == Top2: + length = 2.5 * length + + if Top == Top3: + length = 1.50 * length + + if Top == Top4: + length = 1.2 * length + + elif Support == Support4: + if Top == Top1: + length = 1.40 * length + if Top == Top2: + length = 1.4 * length + if Top == Top3: + length = 0.6 * length + if Top == Top4: + length = 0.5 * length + return length + # cl. 8.4.1 shear strength of bolted connections + @staticmethod + def cl_8_4_design_shear_strength(A_vg, f_y): + """ Calculate the design shear strength in yielding as per cl. 8.4 + + Args: + A_vg: Gross area of the component in square mm (float) + f_y: Yield stress of the component material in MPa (float) + + Returns: + Design shear strength in yielding of the component in N + + """ + gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] + V_d = ((A_vg * f_y) / (math.sqrt(3) * gamma_m0)) # N + + return V_d + + # cl 8.2.1.2 design bending strength of the cross-section + @staticmethod + def cl_8_2_1_2_design_moment_strength(Z_e, Z_p, f_y, section_class=''): + """ Calculate the design bending strength as per cl. 8.2.1.2 + Args: + Z_e: Elastic section modulus of the cross-section in cubic mm (float) + Z_p: Plastic section modulus of the cross-section in cubic mm (float) + f_y: Yield stress of the component material in MPa (float) + section_class: Classification of the section (plastic, compact or semi-compact) as per Table 2 (str) + Returns: + Design bending strength of the cross-section in N-mm (float) + """ + gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] + + if section_class == 'semi-compact': + M_d = (Z_e * f_y) / gamma_m0 # N-mm + else: # 'compact' + M_d = (1.0 * Z_p * f_y) / gamma_m0 # N-mm + + return M_d + + @staticmethod + def cl_8_4_2_1_web_buckling_stiff(d, tw, e,type = 1, kv = None): + '''nominal shear strength, Vn,of webs with or without + intermediate stiffeners as governed by buckling + + Author: Rutvik Joshi ''' + d_tw = d / tw + if type == 1 and d_tw <= 67 * e: + return False + elif type == 2 and d_tw <= 67 * e * math.sqrt(kv/5.35): + return False + return True + + # @staticmethod + # def cl_8_4_2_2_ShearBuckling_Simple_postcritical(d, tw,c,mu,fyw,A_v,support): + # '''based on the shear + # buckling strength can be used for webs of Isection + # girders, with or without intermediate + # transverse stiffener, provided that the web has + # transverse stiffeners at the supports. + # + # Author: Rutvik Joshi ''' + + @staticmethod + def cl_8_4_2_2_K_v_Simple_postcritical(support, c = 0, d = 1): + + if support == 'only support': + K_v = 5.35 + else: + if c/d < 1: + K_v = 4 + 5.35/(c/d)**2 + else: + K_v = 5.35 + 4/(c/d)**2 + return K_v + + @staticmethod + def cl_8_4_2_2_tau_crc_Simple_postcritical(K_v, E,mu, d, tw): + # print('K_v',K_v,'\n E',E,'\nmu',mu,' d',d,' tw',tw) + tau_crc = (K_v * math.pi**2 * E)/(12*(1-mu**2)*(d/tw)**2) + + return tau_crc + + @staticmethod + def cl_8_4_2_2_lambda_w_Simple_postcritical(fyw, tau_crc): + # print('fyw',fyw,'\n tau_crc',tau_crc) + + lambda_w = math.sqrt(fyw/(math.sqrt(3) * tau_crc)) + + return lambda_w + + @staticmethod + def cl_8_4_2_2_tau_b_Simple_postcritical(lambda_w, fyw): + # print('fyw',fyw,' lambda_w',lambda_w) + if lambda_w <= 0.8: + tau_b = fyw / math.sqrt(3) + elif lambda_w < 1.2 and lambda_w > 0.8: + tau_b = (1 - 0.8*(lambda_w - 0.8)) * fyw / math.sqrt(3) + elif lambda_w >= 1.2: + tau_b = fyw / (math.sqrt(3) * lambda_w ** 2) + + return tau_b + + @staticmethod + def cl_8_4_2_2_Vcr_Simple_postcritical(tau_b, A_v): + # print('tau_b',tau_b,'\n A_v',A_v) + + V_cr = A_v * tau_b + + return V_cr + + @staticmethod + def cl_8_4_2_2_Mfr_TensionField(bf, tf, fyf, Nf, gamma_mo): + '''based on the post-shear buckling + strength, may be used for webs with + intermediate transverse stiffeners, in addition + to the transverse stiffeners at supports, provided + the panels adjacent to the panel under tension + field action, or the end posts provide anchorage + for the tension fields + + Author: Rutvik Joshi ''' + + M_fr = 0.25 * bf * tf ** 2 * fyf * (1 - (Nf / (bf * tf * fyf / gamma_mo)) ** 2) + print(M_fr, 'M_fr') + return M_fr + @staticmethod + def cl_8_4_2_2_TensionField( c, d, tw, fyw, bf,tf, fyf,Nf, gamma_mo, A_v,tau_b,V_p): + '''based on the post-shear buckling + strength, may be used for webs with + intermediate transverse stiffeners, in addition + to the transverse stiffeners at supports, provided + the panels adjacent to the panel under tension + field action, or the end posts provide anchorage + for the tension fields + + Author: Rutvik Joshi ''' + + if c == 0: + phi = 90 + else: + phi = math.atan(d/c) * 180/math.pi + M_fr = 0.25 * bf * tf**2 * fyf*(1-(Nf/(bf * tf * fyf / gamma_mo))**2) + print('phi',phi,'\n Nf',Nf,M_fr,'M_fr',phi*math.pi/180) + s = 2 * math.sqrt(M_fr / (fyw * tw)) / math.sin(phi*math.pi/180) + if s <= c: + pass + else: + s == c + w_tf = d * math.cos(phi*math.pi/180) + (c-2*s)*math.sin(phi*math.pi/180) + sai = 1.5 * tau_b * math.sin(2*phi*math.pi/180) + fv = math.sqrt(fyw**2 - 3 * tau_b**2 + sai**2) - sai + V_tf = A_v * tau_b + 0.9 * w_tf * tw * fv * math.sin(phi*math.pi/180)/ 10 ** 3 + if V_tf <= V_p: + pass + else: + V_tf == V_p + print('phi',phi,'\n M_fr',M_fr,'\n s',s, '\n c',c, '\n w_tf', w_tf, '\n sai',sai,'\n fv',fv,'\n V_tf',V_tf,'\n V_p',V_p) + return phi,M_fr,s, w_tf,sai,fv,V_tf + + @staticmethod + def cl_8_4_2_2_TensionField_unequal_Isection( + c, d, tw, fyw, + bf_top, tf_top, bf_bot, tf_bot, + Nf, gamma_m0, A_v, tau_b): + """ + Tension‐field method per IS 800:2007 Cl. 8.4.2.2 for unequal flanges. + + Parameters: + c : float : panel width (mm) + d : float : web depth (mm) + tw : float : web thickness (mm) + fyw : float : web yield stress (N/mm²) + bf_top : float : top flange width (mm) + tf_top : float : top flange thickness (mm) + bf_bot : float : bottom flange width (mm) + tf_bot : float : bottom flange thickness (mm) + Nf : float : axial force in each flange (kN → N·mm units consistent) + gamma_m0: float : partial safety factor + A_v : float : gross web area = d*tw (mm²) + tau_b : float : post‐buckling shear stress of web (N/mm²) + V_p : float : plastic shear strength V_np (kN) + + Returns: + tuple: (phi, Mfr_top, Mfr_bot, s_top, s_bot, w_tf, psi, fv, V_tf) + """ + + # 1) Tension‐field angle φ + if c == 0: + phi = 90.0 + else: + phi = math.degrees(math.atan((d / c) / 1.5)) + + # 2) Reduced plastic moment of each flange + def Mfr(bf, tf): + Mp = 0.25 * bf * tf**2 * fyw + ratio = Nf / (bf * tf * fyw / gamma_m0) + if ratio >= 1: + return 0 + else: + return Mp * (1 - ratio**2) + + Mfr_t = Mfr(bf_top, tf_top) + Mfr_b = Mfr(bf_bot, tf_bot) + + # 3) s‐values for each flange, limited to c + + sinφ = math.sin(math.radians(phi)) + if sinφ == 0: + s_t= 0 + s_b= 0 + else: + s_t = min(2 * math.sqrt(Mfr_t / (fyw * tw)) / sinφ, c) + s_b = min(2 * math.sqrt(Mfr_b / (fyw * tw)) / sinφ, c) + + + # 4) Width of the tension field w_tf + w_tf = d * math.cos(math.radians(phi)) - (c - s_t - s_b) * sinφ + + # 5) Field yield strength f_v + psi = 1.5 * tau_b * math.sin(2 * math.radians(phi)) + fv = math.sqrt(fyw**2 - 3 * tau_b**2 + psi**2) - psi + + # 6) Nominal shear resistance V_tf (kN) + V_tf = (A_v * tau_b + 0.9 * w_tf * tw * fv * sinφ) + V_p = d * tw * fyw / (math.sqrt(3) * gamma_m0) # Plastic shear strength + V_tf = min(V_tf, V_p) + + return phi, Mfr_t, Mfr_b, s_t, s_b, w_tf, psi, fv, V_tf + + @staticmethod + def cl_8_5_1_EndPanel(c, d, tw, fyw, bf, tf, fyf, Nf, gamma_mo, A_v, tau_b, V_p): + '''The design of end panels in girders in which the interior + panel (panel A) is designed using tension field action + shall be carried in accordance with the provisions given + herein. + only simple post critical method design + Author: Rutvik Joshi ''' + + phi = math.atan(d / c) * 180 / math.pi + M_fr = 0.25 * bf * tf ** 3 * fyf * (1 - (Nf / (bf * tf * fyf / gamma_mo)) ** 2) + print('phi', phi, '\n Nf', Nf, M_fr, 'M_fr', phi * math.pi / 180) + s = 2 * math.sqrt(M_fr / (fyw * tw)) / math.sin(phi * math.pi / 180) + if s <= c: + pass + else: + s == c + w_tf = d * math.cos(phi * math.pi / 180) + (c - 2 * s) * math.sin(phi * math.pi / 180) + sai = 1.5 * tau_b * math.sin(2 * phi * math.pi / 180) + fv = math.sqrt(fyw ** 2 - 3 * tau_b ** 2 + sai ** 2) - sai + V_tf = A_v * tau_b + 0.9 * w_tf * tw * fv * math.sin(phi * math.pi / 180) / 10 ** 3 + if V_tf <= V_p: + pass + else: + V_tf == V_p + return phi, M_fr, s, w_tf, sai, fv, V_tf + + + @staticmethod + def cl_8_6_1_1_plate_girder_minimum_web_a(D,tw,epsilon,tf_top,tf_bot): + d = D - (tf_top + tf_bot) + if d/tw < 200 * epsilon: + return True + else: + return False + + @staticmethod + def cl_8_6_1_1_and_8_6_1_2_web_thickness_check(d, tw, eps, stiffener_type, c=None): + """ + Check minimum web thickness requirements as per IS 800:2007 Cl. 8.6.1.1 & 8.6.1.2 + + Parameters: + d (float): Depth of web (mm) + tw (float): Thickness of web (mm) + eps (float): ε = sqrt(250/fy) where fy is yield strength of steel (N/mm^2) + stiffener_type (str): Type of stiffening provided. Options: + - "no_stiffener" + - "transverse_only" + - "transverse_and_two_longitudinal_neutral" + - "transverse_and_one_longitudinal_compression" + c (float): Spacing of transverse stiffeners (mm), required for some types + + Returns: + dict: Dictionary with result of the web thickness check. + """ + + results = {} + # print(stiffener_type) + if stiffener_type == "no_stiffener" or c > 3 * d: + ratio = d / tw + # print("Web Ratio:", ratio) + limit_serv = 200 * eps + limit_buckling = 345 * (eps ** 2) + limit = min(limit_serv, limit_buckling) + results["Limit"] = limit + if ratio <= limit: + return True + else: + return False + + elif stiffener_type == "transverse_only": + if c is None: + + return False #{"Error": "Spacing 'c' is required for 'transverse_only' stiffeners."} + # print("c:", c, "d:", d, "tw:", tw, "eps:", eps) + if 3 * d >= c and c >= 1.5 * d: + ratio_serv = d / tw + ratio_buckling = d / tw + limit_serv = 200 * eps + limit_buckling = 345 * (eps ** 2) + elif 1.5 * d > c and c >= d: + ratio_serv = d / tw + ratio_buckling = d / tw + limit_serv = 200 * eps + limit_buckling = 345 * eps + elif 0.74 * d <= c and c < d: + ratio_serv = c / tw + ratio_buckling = d / tw + limit_serv = 200 * eps + limit_buckling = 345 * eps + elif c < 0.74 * d: + ratio_serv = d / tw + ratio_buckling = d / tw + limit_serv = 270 * eps + limit_buckling = 345 * eps + else: + # print('Transverse only') + return False #{"Error": "Invalid range for spacing 'c'."} + + + if ratio_serv <= limit_serv and ratio_buckling <= limit_buckling: + return True + else: + return False + + elif stiffener_type == "transverse_and_two_longitudinal_neutral": + if c >= 1.5 * d : + ratio = d / tw + limit_serv = 400 * eps + limit_buckling = 345 * (eps ** 2) + limit = min(limit_serv, limit_buckling) + + else: + ratio = d / tw + limit_serv = 400 * eps + limit_buckling = 345 * eps + limit = min(limit_serv, limit_buckling) + + if ratio <= limit: + return True + else: + return False + + elif stiffener_type == "transverse_and_one_longitudinal_compression": + if c is None: + return False #{"Error": "Spacing 'c' is required for compression flange restraint."} + + if 2.4 * d >= c and c >= 1.5 * d: + ratio_serv = d / tw + ratio_buckling = d / tw + limit_serv = 250 * eps + limit_buckling = 345 * (eps ** 2) + elif 1.5 * d > c and c >= d: + ratio_serv = d / tw + ratio_buckling = d / tw + limit_serv = 250 * eps + limit_buckling = 345 * eps + elif 0.74 * d <= c and c < d: + ratio_serv = c / tw + ratio_buckling = d / tw + limit_serv = 250 * eps + limit_buckling = 345 * eps + elif c < 0.74 * d: + ratio_serv = d / tw + ratio_buckling = d / tw + limit_serv = 340 * eps + limit_buckling = 345 * eps + else: + return False #{"Error": "Invalid range for spacing 'c'."} + + if ratio_serv <= limit_serv and ratio_buckling <= limit_buckling: + return True + else: + return False + + else: + return False #{"Error": "Invalid stiffener_type provided."} + + # ========================================================================== + """ SECTION 9 MEMBER SUBJECTED TO COMBINED FORCES """ + + @staticmethod + def cl_9_2_2_high_shear_moment(Md, Mfd, b, Ze, fy, gamma_mo): + Mdv=Md - b(Md-Mfd) + if Mdv <= 1.2*Ze*fy/gamma_mo: + return Mdv + else: + print('Reduced elastic buckling moment error') + return 0 + # ========================================================================== + """ SECTION 10 CONNECTIONS """ + + # ------------------------------------------------------------- + # 10.1 General + # ------------------------------------------------------------- + # ------------------------------------------------------------- + # 10.2 Location Details of Fasteners + # ------------------------------------------------------------- + + # cl. 10.2.1 Clearances for Holes for Fasteners + + @staticmethod + def cl_8_7_1_3_stiff_bearing_length(shear_force, web_thickness, flange_thickness, root_radius, fy): + # This function returns the stiff bearing length, b1 for web local yielding and web crippling check + # Minimum value of b1 is not defined in IS 800, reference has been made to AISC for such cases (CL. J10-2) + gamma_m0 = IS800_2007.cl_5_4_1_Table_5['gamma_m0']['yielding'] + bearing_length = round((float(shear_force) * 1000) * gamma_m0 / web_thickness / fy, 3) + b1_req = bearing_length - (flange_thickness + root_radius) + k = flange_thickness + root_radius + b1 = max(b1_req, k) + return b1 + + # ========================================================================== + """ SECTION 9 MEMBER SUBJECTED TO COMBINED FORCES """ + + # ------------------------------------------------------------- + # 10.1 General + # ------------------------------------------------------------- + + + + + + + # ========================================================================== + """ SECTION 10 CONNECTIONS """ + + # ------------------------------------------------------------- + # 10.1 General + # ------------------------------------------------------------- + # ------------------------------------------------------------- + # 10.2 Location Details of Fasteners + # ------------------------------------------------------------- + + # cl. 10.2.1 Clearances for Holes for Fasteners + @staticmethod + def cl_10_2_1_bolt_hole_size(d, bolt_hole_type='Standard'): + """Calculate bolt hole diameter as per Table 19 of IS 800:2007 + Args: + d - Nominal diameter of fastener in mm (float) + bolt_hole_type - Either 'Standard' or 'Over-sized' or 'short_slot' or 'long_slot' (str) + Returns: + bolt_hole_size - Diameter of the bolt hole in mm (float) + Note: + Reference: + IS 800, Table 19 (Cl 10.2.1) + TODO:ADD KEY_DISP for for Standard/oversize etc and replace these strings + """ + table_19 = { + "12-14": {'Standard': 1.0, 'Over-sized': 3.0, 'short_slot': 4.0, 'long_slot': 2.5}, + "16-22": {'Standard': 2.0, 'Over-sized': 4.0, 'short_slot': 6.0, 'long_slot': 2.5}, + "24": {'Standard': 2.0, 'Over-sized': 6.0, 'short_slot': 8.0, 'long_slot': 2.5}, + "24+": {'Standard': 3.0, 'Over-sized': 8.0, 'short_slot': 10.0, 'long_slot': 2.5} + } + import re + # d = str(re.sub("[^0-9]", "", str(d))) + d = int(d) + + if d < 12: + clearance = 0 + elif d <= 14: + clearance = table_19["12-14"][bolt_hole_type] + elif d <= 22: + clearance = table_19["16-22"][bolt_hole_type] + elif d <= 24: + clearance = table_19["24"][bolt_hole_type] + else: + clearance = table_19["24+"][bolt_hole_type] + if bolt_hole_type == 'long_slot': + bolt_hole_size = (clearance + 1) * d + else: + bolt_hole_size = clearance + d + return bolt_hole_size + + # cl. 10.2.2 Minimum Spacing + @staticmethod + def cl_10_2_2_min_spacing(d): + """Calculate minimum distance between centre of fasteners + Args: + d - Nominal diameter of fastener in mm (float) + Returns: + Minimum distance between centre of fasteners in mm (float) + Note: + Reference: + IS 800:2007, cl. 10.2.2 + """ + return 2.5 * d + + # cl. 10.2.3.1 Maximum Spacing + @staticmethod + def cl_10_2_3_1_max_spacing(plate_thicknesses): + """Calculate maximum distance between centre of fasteners + Args: + plate_thicknesses- List of thicknesses in mm of connected plates (list or tuple) + Returns: + Maximum distance between centres of adjacent fasteners in mm (float) + Note: + Reference: + IS 800:2007, cl. 10.2.3.1 + """ + # print(plate_thicknesses) + t = min(plate_thicknesses) + return min(32 * t, 300.0) + + # cl. 10.2.3.2 Maximum pitch in tension and compression members + @staticmethod + def cl_10_2_3_2_max_pitch_tension_compression(d, plate_thicknesses, member_type): + """Calculate maximum pitch between centre of fasteners lying in the direction of stress + Args: + d - Nominal diameter of fastener in mm (float) + plate_thicknesses - List of thicknesses in mm of connected plates (list or tuple) + member_type - Either 'tension' or 'compression' or 'compression_butting' (str) + Returns: + Maximum distance between centres of adjacent fasteners in mm (float) + Note: + Reference: + IS 800:2007, cl. 10.2.3.2 + """ + t = min(plate_thicknesses) + if member_type == 'tension': + return min(16 * t, 200.0) + elif member_type == 'compression': + return min(12 * t, 200.0) + else: + # TODO compression members wherein forces are transferred through butting faces is given in else + return 4.5 * d + + # cl. 10.2.4.2 Minimum Edge and End Distances + @staticmethod + def cl_10_2_4_2_min_edge_end_dist(d, bolt_hole_type='Standard', edge_type='Sheared or hand flame cut'): + """Calculate minimum end and edge distance + Args: + d - Nominal diameter of fastener in mm (float) + edge_type - Either 'hand_flame_cut' or 'machine_flame_cut' (str) + Returns: + Minimum edge and end distances from the centre of any hole to the nearest edge of a plate in mm (float) + Note: + Reference: + IS 800:2007, cl. 10.2.4.2 + """ + + d_0 = IS800_2007.cl_10_2_1_bolt_hole_size(d, bolt_hole_type) + if edge_type == 'Sheared or hand flame cut': + return 1.7 * d_0 + else: + # TODO : bolt_hole_type == 'machine_flame_cut' is given in else + return 1.5 * d_0 + + # cl. 10.2.4.3 Maximum Edge Distance + @staticmethod + def cl_10_2_4_3_max_edge_dist(conn_plates_t_fu_fy, corrosive_influences=False): + """Calculate maximum end and edge distance + Args: + conn_plates_t_fu_fy - List of tuples with plate thicknesses in mm, fu in MPa, fy in MPa (list of tuples) + example:- [ (12, 410, 250), (10, 440, 300) ] + corrosive_influences - Whether the members are exposed to corrosive influences or not (Boolean) + Returns: + Maximum edge distance to the nearest line of fasteners from an edge of any un-stiffened part in mm (float) + Note: + Reference: + IS 800:2007, cl. 10.2.4.3 + """ + # TODO : Differentiate outer plates and connected plates. + t_epsilon_considered = conn_plates_t_fu_fy[0][0] * math.sqrt(250 / float(conn_plates_t_fu_fy[0][2])) + t_considered = conn_plates_t_fu_fy[0][0] + t_min = t_considered + for i in conn_plates_t_fu_fy: + t = i[0] + f_y = i[2] + if f_y > 0: + epsilon = math.sqrt(250 / f_y) + if t * epsilon <= t_epsilon_considered: + t_epsilon_considered = t * epsilon + t_considered = t + if t < t_min: + t_min = t + + # epsilon = math.sqrt(250 / f_y) + + if corrosive_influences is True: + return 40.0 + (4 * t_min) + else: + return 12 * t_epsilon_considered + + # ------------------------------------------------------------- + # 10.3 Bearing Type Bolts + # ------------------------------------------------------------- + + # cl. 10.3.2 Design strength of bearing type bolt + @staticmethod + def cl_10_3_2_bolt_design_strength(V_dsb, V_dpb): + """Calculate design strength of bearing type bolt + Args: + V_dsb - Design shear strength of bearing bolt in N (float) + V_dpb - Design bearing strength of bolt on the plate in N (float) + Returns: + V_db - Design strength of bearing bolt in N (float) + Note: + Reference: + IS 800:2007, cl 10.3.2 + """ + V_db = min(V_dsb, V_dpb) + return V_db + + # cl. 10.3.3 Shear Capacity of Bearing Bolt + + @staticmethod + def cl_10_3_3_bolt_shear_capacity(f_ub, A_nb, A_sb, n_n, n_s=0, safety_factor_parameter=None): + """Calculate design shear strength of bearing bolt + Args: + f_ub - Ultimate tensile strength of the bolt in MPa (float) + A_nb - Net shear area of the bolt at threads in sq. mm (float) + A_sb - Nominal plain shank area of the bolt in sq. mm (float) + n_n - Number of shear planes with threads intercepting the shear plane (int) + n_s - Number of shear planes without threads intercepting the shear plane (int) + safety_factor_parameter - Either 'field' or 'shop' (str) + return: + V_dsb - Design shear strength of bearing bolt in N (float) + Note: + Reference: + IS 800:2007, cl 10.3.3 + """ + V_nsb = f_ub / math.sqrt(3) * (n_n * A_nb + n_s * A_sb) + gamma_mb = IS800_2007.cl_5_4_1_Table_5['gamma_mb'][KEY_DP_FAB_SHOP] + V_dsb = V_nsb / gamma_mb + return V_dsb + + # cl. 10.3.3.1 Long joints + @staticmethod + def cl_10_3_3_1_bolt_long_joint(d, l_j): + """ Calculate reduction factor for long joints. + Args: + l_j = Length of joint of a splice or end connection as defined in cl. 10.3.3.1 (float) + d = Nominal diameter of the fastener (float) + Return: + beta_lj = Reduction factor for long joints (float) + Note: + Reference: + IS 800:2007, cl 10.3.3.1 + """ + beta_lj = 1.075 - 0.005 * l_j / d + if beta_lj <= 0.75: + beta_lj = 0.75 + elif beta_lj >= 1.0: + beta_lj = 1.0 + if l_j >= 15.0 * d: + return beta_lj + else: + return 1.0 + + # 10.3.3.2 Large grip lengths + @staticmethod + def cl_10_3_3_2_bolt_large_grip(d, l_g, l_j=0.0): + """ Calculate reduction factor for large grip lengths. + Args: + l_g = Grip length equal to the total thickness of the connected plates as defined in cl. 10.3.3.2 (float) + d = Nominal diameter of the fastener (float) + Return: + beta_lg = Reduction factor for large grip lengths (float) if applicable + Note: + Reference: + IS 800:2007, cl 10.3.3.2 + """ + beta_lg = 8.0 / (3.0 + l_g / d) + if l_j != 0.0: + if beta_lg >= IS800_2007.cl_10_3_3_1_bolt_long_joint(d, l_j): + beta_lg = IS800_2007.cl_10_3_3_1_bolt_long_joint(d, l_j) + else: + pass + if l_g <= 5.0 * d: + beta_lg = 1.0 + # TODO: Check the maximum limit of 8d in each individual modules + # elif l_g > 8.0 * d: + # return "GRIP LENGTH TOO LARGE" + return round(beta_lg,2) + + # 10.3.3.3 Packing Plates + @staticmethod + def cl_10_3_3_3_packing_plates(t=0.0): + """ Calculate reduction factor for packing plates. + Args: + t = thickness of the thickest packing plate, in mm + Return: + beta_pk = Reduction factor for packing plates (float) if applicable + Note: + Reference: + IS 800:2007, cl 10.3.3.3 + """ + if t > 6.0: + beta_pk = (1.0 - 0.0125 * t) + else: + beta_pk = 1.0 + return beta_pk + + # cl. 10.3.4 Bearing Capacity of the Bolt + @staticmethod + def cl_10_3_4_bolt_bearing_capacity(f_u, f_ub, t, d, e, p, bolt_hole_type='Standard', + safety_factor_parameter=KEY_DP_FAB_FIELD): + + """Calculate design bearing strength of a bolt on any plate. + Args: + f_u - Ultimate tensile strength of the plate in MPa (float) + f_ub - Ultimate tensile strength of the bolt in MPa (float) + t - Summation of thicknesses of the connected plates in mm as defined in cl. 10.3.4 (float) + d - Diameter of the bolt in mm (float) + e - End distance of the fastener along bearing direction in mm (float) + p - Pitch distance of the fastener along bearing direction in mm (float) + bolt_hole_type - Either 'Standard' or 'Over-sized' or 'short_slot' or 'long_slot' (str) + safety_factor_parameter - Either 'Field' or 'Shop' (str) + return: + V_dpb - Design bearing strength of bearing bolt in N (float) + Note: + Reference: + IS 800:2007, cl 10.3.4 + """ + d_0 = IS800_2007.cl_10_2_1_bolt_hole_size(d, bolt_hole_type) + + if p > 0.0: + k_b = min(e / (3.0 * d_0), p / (3.0 * d_0) - 0.25, f_ub / f_u, 1.0) + else: + k_b = min(e / (3.0 * d_0), f_ub / f_u, 1.0) # calculate k_b when there is no pitch (p = 0) + + k_b = round(k_b, 2) + V_npb = 2.5 * k_b * d * t * f_u + gamma_mb = IS800_2007.cl_5_4_1_Table_5['gamma_mb'][safety_factor_parameter] + V_dpb = V_npb / gamma_mb + + if bolt_hole_type == 'Over-sized' or bolt_hole_type == 'short_slot': + V_dpb *= 0.7 + elif bolt_hole_type == 'long_slot': + V_dpb *= 0.5 + + return V_dpb + + @staticmethod + def cl_10_3_5_bearing_bolt_tension_resistance(f_ub, f_yb, A_sb, A_n, safety_factor_parameter=KEY_DP_FAB_FIELD): + """Calculate design tensile strength of bearing bolt + Args: + f_ub - Ultimate tensile strength of the bolt in MPa (float) + f_yb - Yield strength of the bolt in MPa (float) + A_sb - Shank area of bolt in sq. mm (float) + A_n - Net tensile stress area of the bolts as per IS 1367 in sq. mm (float) + return: + T_db - Design tensile strength of bearing bolt in N (float) + Note: + Reference: + IS 800:2007, cl 10.3.5 + """ + gamma_mb = IS800_2007.cl_5_4_1_Table_5['gamma_mb'][safety_factor_parameter] + gamma_m0 = IS800_2007.cl_5_4_1_Table_5['gamma_m0']['yielding'] + T_nb = min(0.90 * f_ub * A_n, f_yb * A_sb * gamma_mb / gamma_m0) + return T_nb / gamma_mb + + # cl. 10.3.6 Bolt subjected to combined shear and tension of bearing bolts + + @staticmethod + def cl_10_3_6_bearing_bolt_combined_shear_and_tension(V_sb, V_db, T_b, T_db): + """Check for bolt subjected to combined shear and tension + Args: + V_sb - factored shear force acting on the bolt, + V_db - design shear capacity, + T_b - factored tensile force acting on the bolt, + T_db - design tension capacity. + return: combined shear and friction value + Note: + Reference: + IS 800:2007, cl 10.3.6 + """ + return (V_sb / V_db) ** 2 + (T_b / T_db) ** 2 + + # ------------------------------------------------------------- + # 10.4 Friction Grip Type Bolting + # ------------------------------------------------------------- + + # cl. 10.4.3 Slip Resistance + @staticmethod + def cl_10_4_3_bolt_slip_resistance(f_ub, A_nb, n_e, mu_f, bolt_hole_type='Standard', slip_resistance='ultimate_load'): + # TODO : Ensure default slip_resistance = 'service_load' or 'ultimate_load' + """Calculate design shear strength of friction grip bolt as governed by slip + Args: + f_ub - Ultimate tensile strength of the bolt in MPa (float) + A_nb - Net area of the bolt at threads in sq. mm (float) + n_e - Number of effective interfaces offering frictional resistance to slip (int) + mu_f - coefficient of friction (slip factor) as specified in Table 20 + bolt_hole_type - Either 'Standard' or 'Over-sized' or 'short_slot' or 'long_slot' (str) + slip_resistance - whether slip resistance is required at service load or ultimate load + Either 'service_load' or 'ultimate_load' (str) + return: + V_dsf - Design shear strength of friction grip bolt as governed by slip in N (float) + Note: + Reference: + IS 800:2007, cl 10.4.3 + AMENDMENT NO. 1 (JANUARY 2012) to IS 800:2007 + """ + f_0 = 0.70 * f_ub + F_0 = A_nb * f_0 + if slip_resistance == 'service_load': + gamma_mf = 1.10 + else: + # TODO : slip _resistance for 'ultimate_load' is given in else + gamma_mf = 1.25 + if bolt_hole_type == 'Standard': + K_h = 1.0 + elif bolt_hole_type == 'Over-sized' or bolt_hole_type == 'short_slot' or bolt_hole_type == 'long_slot': + K_h = 0.85 + else: + # TODO : long_slot bolt loaded parallel to slot is given in else + K_h = 0.7 + if mu_f >= 0.55: + mu_f = 0.55 + V_nsf = mu_f * n_e * K_h * F_0 + V_dsf = V_nsf / gamma_mf + return V_dsf, K_h, gamma_mf + + # Table 20 Typical Average Values for Coefficient of Friction, mu_f (list) + cl_10_4_3_Table_20 = [0.20, 0.50, 0.10, 0.25, 0.30, 0.52, 0.30, 0.30, 0.50, 0.33, 0.48, 0.1] + + # cl. 10.4.5 Tension Resistance + @staticmethod + def cl_10_4_5_friction_bolt_tension_resistance(f_ub, f_yb, A_sb, A_n, + safety_factor_parameter=KEY_DP_FAB_FIELD): + """Calculate design tensile strength of friction grip bolt + Args: + f_ub - Ultimate tensile strength of the bolt in MPa (float) + f_yb - Yield strength of the bolt in MPa (float) + A_sb - Shank area of bolt in sq. mm (float) + A_n - Net tensile stress area of the bolts as per IS 1367 in sq. mm (float) + return: + T_df - Design tensile strength of friction grip bolt in N (float) + Note: + Reference: + IS 800:2007, cl 10.4.5 + AMENDMENT NO. 1 (JANUARY 2012) to IS 800:2007 + """ + gamma_mf = IS800_2007.cl_5_4_1_Table_5['gamma_mf'][safety_factor_parameter] + gamma_m0 = IS800_2007.cl_5_4_1_Table_5['gamma_m0']['yielding'] + gamma_m1 = IS800_2007.cl_5_4_1_Table_5['gamma_m1']['ultimate_stress'] + + T_nf = min(0.9 * f_ub * A_n, f_yb * A_sb * gamma_m1 / gamma_m0) + return T_nf / gamma_mf + + # cl. 10.4.6 Combined shear and Tension for friction grip bolts + @staticmethod + def cl_10_4_6_friction_bolt_combined_shear_and_tension(V_sf, V_df, T_f, T_df): + """Calculate combined shear and tension of friction grip bolt + Args: + V_sf - applied factored shear at design load + V_df - design shear strength + T_f - externally applied factored tension at design load + T_df - design tension strength + return: + combined shear and friction value + Note: + Reference: + IS 800:2007, cl 10.4.6 + """ + return (V_sf / V_df) ** 2 + (T_f / T_df) ** 2 + + @staticmethod + def cl_10_4_7_bolt_prying_force(T_e, l_v, f_o, b_e, t, f_y, end_dist, pre_tensioned='', eta=1.5): + """Calculate prying force of friction grip bolt + Args: + 2 * T_e - Force in 2 bolts on either sides of the web/plate + l_v - distance from the bolt centre line to the toe of the fillet weld or to half + the root radius for a rolled section, + beta - 2 for non pre-tensioned bolt and 1 for pre-tensioned bolt + eta - 1.5 + b_e - effective width of flange per pair of bolts + f_o - proof stress in consistent units + t - thickness of the end plate + return: + Prying force of friction grip bolt + Note: + Reference: + IS 800:2007, cl 10.4.7 + """ + if pre_tensioned == 'Pre-tensioned': + beta = 1 + else: + beta = 2 + + le_1 = end_dist + le_2 = (1.1 * t) * math.sqrt((beta * f_o) / f_y) # here f_o is taken as N/mm^2 + l_e = min(le_1, le_2) + + # # Note: In the below equation of Q, f_o is taken as kN since the value of T_e is in kN + # Q = (l_v / (2 * l_e)) * (T_e - ((beta * eta * f_o * b_e * 1e-3 * t ** 4) / (27 * l_e * l_v ** 2))) # kN + + # All Calculations are in N-mm. Please pass arguments accordingly. + Q = (l_v / (2 * l_e)) * (T_e - ((beta * eta * f_o * b_e * t ** 4) / (27 * l_e * l_v ** 2))) # N + + if Q < 0: + Q = 0.0 + + return round(Q, 2) # N + + # ------------------------------------------------------------- + # 10.5 Welds and Welding + # ------------------------------------------------------------- + + # cl. 10.5.2.3 Minimum Size of First Run or of a Single Run Fillet Weld + @staticmethod + def cl_10_5_2_3_min_weld_size(part1_thickness, part2_thickness): + """Calculate minimum size of fillet weld as per Table 21 of IS 800:2007 + Args: + part1_thickness - Thickness of either plate element being welded in mm (float) + part2_thickness - Thickness of other plate element being welded in mm (float) + Returns: + min_weld_size - Minimum size of first run or of a single run fillet weld in mm (float) + Note: + Reference: + IS 800, Table 21 (Cl 10.5.2.3) : Minimum Size of First Run or of a Single Run Fillet Weld + """ + thicker_part_thickness = max(part1_thickness, part2_thickness) + thinner_part_thickness = min(part1_thickness, part2_thickness) + + if thicker_part_thickness <= 10.0: + min_weld_size = 3 + elif thicker_part_thickness <= 20.0: + min_weld_size = 5 + elif thicker_part_thickness <= 32.0: + min_weld_size = 6 + else: # thicker_part_thickness <= 50.0: + min_weld_size = 10 + # TODO else: + if min_weld_size > thinner_part_thickness: + min_weld_size = thinner_part_thickness + return min_weld_size + + @staticmethod + def cl_10_5_3_1_max_weld_throat_thickness(part1_thickness, part2_thickness, special_circumstance=False): + + """Calculate maximum effective throat thickness of fillet weld + Args: + part1_thickness - Thickness of either plate element being welded in mm (float) + part2_thickness - Thickness of other plate element being welded in mm (float) + special_circumstance - (Boolean) + Returns: + maximum effective throat thickness of fillet weld in mm (float) + Note: + Reference: + IS 800:2007, cl 10.5.3.1 + """ + + if special_circumstance is True: + return min(part1_thickness, part2_thickness) + else: + return 0.7 * min(part1_thickness, part2_thickness) + + @staticmethod + def cl_10_5_3_2_factor_for_throat_thickness(fusion_face_angle=90): + + table_22 = {'60-90': 0.70, '91-100': 0.65, '101-106': 0.60, '107-113': 0.55, '114-120': 0.50} + fusion_face_angle = int(round(fusion_face_angle)) + if 60 <= fusion_face_angle <= 90: + K = table_22['60-90'] + elif 91 <= fusion_face_angle <= 100: + K = table_22['91-100'] + elif 101 <= fusion_face_angle <= 106: + K = table_22['101-106'] + elif 107 <= fusion_face_angle <= 113: + K = table_22['107-113'] + elif 114 <= fusion_face_angle <= 120: + K = table_22['114-120'] + else: + K = "NOT DEFINED" + try: + K = float(K) + except ValueError: + return + + return K + + + @staticmethod + def cl_10_5_3_2_fillet_weld_effective_throat_thickness(fillet_size, fusion_face_angle=90): + + """Calculate effective throat thickness of fillet weld for stress calculation + Args: + fillet_size - Size of fillet weld in mm (float) + fusion_face_angle - Angle between fusion faces in degrees (int) + Returns: + Effective throat thickness of fillet weld for stress calculation in mm (float) + Note: + Reference: + + IS 800:2007, cl 10.5.3.2 + + """ + K = IS800_2007.cl_10_5_3_2_factor_for_throat_thickness(fusion_face_angle) + + throat = max(round((K * fillet_size),2), 3) + + return throat + + @staticmethod + def cl_10_5_3_2_fillet_weld_effective_throat_thickness_constant(fusion_face_angle=90): + + """Calculate effective throat thickness of fillet weld for stress calculation + + Args: + fusion_face_angle - Angle between fusion faces in degrees (int) + + Returns: + Effective throat thickness of fillet weld constant + + Note: + Reference: + IS 800:2007, cl 10.5.3.2zzz + + """ + table_22 = {'60-90': 0.70, '91-100': 0.65, '101-106': 0.60, '107-113': 0.55, '114-120': 0.50} + fusion_face_angle = int(round(fusion_face_angle)) + if 60 <= fusion_face_angle <= 90: + K = table_22['60-90'] + elif 91 <= fusion_face_angle <= 100: + K = table_22['91-100'] + elif 101 <= fusion_face_angle <= 106: + K = table_22['101-106'] + elif 107 <= fusion_face_angle <= 113: + K = table_22['107-113'] + elif 114 <= fusion_face_angle <= 120: + K = table_22['114-120'] + else: + K = "NOT DEFINED" + try: + K = float(K) + except ValueError: + return + + return K + + # Cl. 10.5.3.3 Effective throat size of groove (butt) welds + + @staticmethod + def cl_10_5_3_3_groove_weld_effective_throat_thickness(*args): + + """Calculate effective throat thickness of complete penetration butt welds + *args: + Thicknesses of each plate element being welded in mm (tuple of float) + Returns: + Effective throat thickness of CJP butt weld in mm (float) + Note: + Reference: + IS 800:2007, cl 10.5.3.3 + """ + return min(*args) + + @staticmethod + def cl_10_5_4_1_fillet_weld_effective_length(fillet_size, available_length): + + """Calculate effective length of fillet weld from available length to weld in practice + Args: + #fillet_size - Size of fillet weld in mm (float) + available_length - Available length in mm to weld the plates in practice (float) + Returns: + Effective length of fillet weld in mm (float) + Note: + Reference: + IS 800:2007, cl 10.5.4.1 + """ + if available_length <= 4 * fillet_size: + effective_length = 0 + else: + effective_length = available_length - 2 * fillet_size + return effective_length + + # cl. 10.5.7.1.1 Design stresses in fillet welds + @staticmethod + def cl_10_5_7_1_1_fillet_weld_design_stress(ultimate_stresses, fabrication=KEY_DP_FAB_SHOP): + + """Calculate the design strength of fillet weld + Args: + ultimate_stresses - Ultimate stresses of weld and parent metal in MPa (list or tuple) + fabrication - Either 'shop' or 'field' (str) + Returns: + Design strength of fillet weld in MPa (float) + Note: + Reference: + IS 800:2007, cl 10.5.7.1.1 + """ + f_u = min(ultimate_stresses) + f_wn = (f_u / math.sqrt(3)) + gamma_mw = IS800_2007.cl_5_4_1_Table_5['gamma_mw'][fabrication] + f_wd = f_wn / gamma_mw + return f_wd + + # cl. 10.5.7.3 Long joints + @staticmethod + def cl_10_5_7_3_weld_long_joint(l_j, t_t): + + """Calculate the reduction factor for long joints in welds + Args: + l_j - length of joints in the direction of force transfer in mm (float) + t_t - throat size of the weld in mm (float) + Returns: + Reduction factor, beta_lw for long joints in welds (float) + Note: + Reference: + IS 800:2007, cl 10.5.7.3 + """ + if l_j <= 150 * t_t: + return 1.0 + beta_lw = 1.2 - ((0.2 * l_j) / (150 * t_t)) + if beta_lw >= 1.0: + beta_lw = 1.0 + elif beta_lw <= 0.6: + beta_lw = 0.6 + return beta_lw + + + # ------------------------------------------------------------- + # 10.6 Design of Connections + # ------------------------------------------------------------- + # ------------------------------------------------------------- + # 10.7 Minimum Design Action on Connection + # ------------------------------------------------------------- + # ------------------------------------------------------------- + # 10.8 Intersections + # ------------------------------------------------------------- + # ------------------------------------------------------------- + # 10.9 Choice of Fasteners + # ------------------------------------------------------------- + # ------------------------------------------------------------- + # 10.10 Connection Components + # ------------------------------------------------------------- + # ------------------------------------------------------------- + # 10.11 Analysis of a Bolt/Weld Group + # ------------------------------------------------------------- + # ------------------------------------------------------------- + # 10.12 Lug Angles + # ------------------------------------------------------------- + # ------------------------------------------------------------- + # ========================================================================== + """ SECTION 11 WORKING STRESS DESIGN """ + # ========================================================================== + """ SECTION 12 DESIGN AND DETAILING FOR EARTHQUAKE """ + # ========================================================================== + """ SECTION 13 FATIGUE """ + # ========================================================================== + """ SECTION 14 DESIGN ASSISTED BY TESTING """ + # ========================================================================== + """ SECTION 15 DURABILITY """ + # ========================================================================== + """ SECTION 16 FIRE RESISTANCE """ + # ========================================================================== + """ SECTION 17 FABRICATION AND ERECTION """ + # ========================================================================== + """ ANNEX A LIST OF REFERRED INDIAN STANDARDS """ + # ========================================================================== + """ ANNEX B ANALYSIS AND DESIGN METHODS """ + # ========================================================================== + """ ANNEX C DESIGN AGAINST FLOOR VIBRATION """ + # ========================================================================== + """ ANNEX D DETERMINATION OF EFFECTIVE LENGTH OF COLUMNS """ + # ========================================================================== + """ ANNEX E ELASTIC LATERAL TORSIONAL BUCKLING """ + # ========================================================================== + """ ANNEX F CONNECTIONS """ + # ========================================================================== + """ ANNEX G GENERAL RECOMMENDATIONS FOR STEELWORK TENDERS AND CONTRACTS """ + # ========================================================================== + """ ANNEX H PLASTIC PROPERTIES OF BEAMS """ + # ========================================================================== + """ ------------------END------------------ """ + diff --git a/src/osdagbridge/core/utils/codes/is800_common_compat.py b/src/osdagbridge/core/utils/codes/is800_common_compat.py new file mode 100644 index 000000000..040351a94 --- /dev/null +++ b/src/osdagbridge/core/utils/codes/is800_common_compat.py @@ -0,0 +1,38 @@ +"""Minimal compatibility constants for the copied IS 800 helper module. + +These values mirror the corresponding names from ``osdag_core.Common`` closely +enough for the local fallback copy of ``is800_2007.py`` to import and run in a +standalone OsdagBridge checkout. +""" + +KEY_Plastic = "Plastic" +KEY_Compact = "Compact" +KEY_SemiCompact = "Semi-Compact" + +KEY_DISP_SUPPORT1 = "Simply Supported" +KEY_DISP_SUPPORT2 = "Cantilever" + +KEY_DISP_LOAD1 = "Normal" +KEY_DISP_LOAD2 = "Destabilizing" + +Torsion_Restraint1 = "Fully Restrained" +Torsion_Restraint2 = "Partially Restrained-support connection" +Torsion_Restraint3 = "Partially Restrained-bearing support" + +Warping_Restraint1 = "Both flanges fully restrained" +Warping_Restraint2 = "Compression flange fully restrained" +Warping_Restraint4 = "Compression flange partially restrained" +Warping_Restraint5 = "Warping not restrained in both flanges" + +Support1 = "Continous, with lateral restraint to top flange" +Support2 = "Continous, with partial torsional restraint" +Support3 = "Continous, with lateral and torsional restraint" +Support4 = "Restrained laterally, torsionally and against rotation on flange" + +Top1 = "Free" +Top2 = "Lateral restraint to top flange" +Top3 = "Torsional rwstraint" +Top4 = "Lateral and Torsional restraint" + +KEY_DP_FAB_SHOP = "Shop Weld" +KEY_DP_FAB_FIELD = "Field weld" diff --git a/src/osdagbridge/core/utils/codes/keyfile.py b/src/osdagbridge/core/utils/codes/keyfile.py index 8b2c2d44c..4740c7899 100644 --- a/src/osdagbridge/core/utils/codes/keyfile.py +++ b/src/osdagbridge/core/utils/codes/keyfile.py @@ -110,3 +110,18 @@ MIN_EDGE_DISTANCE_MM = 25 MIN_STUD_HEAD_FACTOR = 1.5 +# IS 875 Pt 1 / IRC 6:2017 Cl.203 — material densities (kN/m³) for dead-load calculation. +DEFAULT_STEEL_DENSITY = 78.5 # structural steel (rolled / welded plate) +DEFAULT_CONCRETE_DENSITY = 25.0 # reinforced / wet concrete +DEFAULT_BITUMINOUS_DENSITY = 24.0 # bituminous wearing course + +# IRC 6:2017 Cl.204.4 Table 6A — multi-lane live-load reduction factors (1st, 2nd, 3rd+ lanes). +LANE_REDUCTION_FACTORS = [1.0, 0.8, 0.4] + +# IRC 22:2015 Cl.605 Table 3 — partial safety factor for fatigue strength. +GAMMA_MFT_FATIGUE = 1.35 + +# Design Capacity Ratio thresholds (PASS < DCR_PASS_THRESHOLD ≤ WARN < DCR_FAIL_THRESHOLD ≤ FAIL). +DCR_PASS_THRESHOLD = 0.90 +DCR_FAIL_THRESHOLD = 1.00 + diff --git a/src/osdagbridge/desktop/ui/dialogs/loading_popup.py b/src/osdagbridge/desktop/ui/dialogs/loading_popup.py index 30f1c7225..42319fa16 100644 --- a/src/osdagbridge/desktop/ui/dialogs/loading_popup.py +++ b/src/osdagbridge/desktop/ui/dialogs/loading_popup.py @@ -230,12 +230,26 @@ def hide(self): self.process = None self.stop_event = None else: - # Linux - close in-process dialog + # Linux - close in-process dialog; tolerate already-deleted Qt C++ object. if self._dialog is not None: - self._dialog.hide() - self._dialog.circular_progress.stop_animation() + try: + self._dialog.hide() + self._dialog.circular_progress.stop_animation() + except RuntimeError: + pass self._dialog = None - + def __del__(self): - """Cleanup when manager is destroyed""" - self.hide() \ No newline at end of file + # Only tear down the multiprocessing side here. Qt widgets are owned by + # the Qt parent/child tree and may already be destroyed during GC/shutdown; + # touching them from __del__ causes shiboken errors and native heap corruption. + if self._use_process and self.process is not None: + try: + if self.process.is_alive(): + if self.stop_event is not None: + self.stop_event.set() + self.process.join(timeout=2) + if self.process.is_alive(): + self.process.terminate() + except Exception: + pass \ No newline at end of file From e41429c9c5d99d1a3afc134d5a26272e47de6ecc Mon Sep 17 00:00:00 2001 From: nishikantmandal007 Date: Tue, 21 Apr 2026 19:29:00 +0530 Subject: [PATCH 164/225] fix: correct load unit conversion and revert loading_popup changes MIME-Version: 1.0 Content-Type: text/plain; charset=UTF-8 Content-Transfer-Encoding: 8bit IRC/keyfile constants are in kN (e.g. 78.5 kN/m³, 4.905 kN/m²). ospgrillage expects SI units (N, m) — confirmed by the material density rho = 78.5 * kN / m**3 = 78500 N/m³. The * kN / m (or * kN / m**2) factor is the required conversion between the two, not a double-count. Without it every load would be 1000x too small. Changes: - beam_mag: restore * kN / m, fix denominator from 1.0 to m - footpath_mag: restore * kN / m**2, fix denominator from 1.0**2 to m**2 - railing_udl: restore * kN / m - deck_mag: fix denominator from 1.0**2 to m**2 (no numerical change) - overlay_mag: fix denominator from 1.0**2 to m**2 (no numerical change) - Update comments from kN/m to N/m to reflect actual SI values passed - Revert loading_popup.py changes as requested --- .../bridge_types/plate_girder/analyser.py | 10 ++++---- .../desktop/ui/dialogs/loading_popup.py | 24 ++++--------------- 2 files changed, 10 insertions(+), 24 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/analyser.py b/src/osdagbridge/core/bridge_types/plate_girder/analyser.py index aa121cad7..6c5012345 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/analyser.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/analyser.py @@ -308,7 +308,7 @@ def create_self_weight_load(self, model=None, L=None): start_beam = 0 end_beam = L A_girder_m2 = self.longitudinal_props.A - beam_mag = A_girder_m2 * self.STEEL_UNIT_WEIGHT_kN_m3 * kN / 1.0 # kN/m + beam_mag = A_girder_m2 * self.STEEL_UNIT_WEIGHT_kN_m3 * kN / m # N/m DL_self_weight = og.create_load_case(name="girder self weight") @@ -370,7 +370,7 @@ def create_deck_load(self, model=None, slab_thickness_m: float | None = None, # ------------------------------------------------- # Load magnitude (UDL over area): t × ρ_concrete [kN/m²] # ------------------------------------------------- - deck_mag = slab_thickness_m * rho_c * kN / (1.0 ** 2) + deck_mag = slab_thickness_m * rho_c * kN / m**2 # N/m² # ------------------------------------------------- # Get geometry from load manager @@ -451,7 +451,7 @@ def create_wearing_course_load(self, model=None, edge_clearance=0.0, # L = L or self.L # w = w or self.w - overlay_mag = thickness_m * rho_wc * kN / (1.0 ** 2) + overlay_mag = thickness_m * rho_wc * kN / m**2 # N/m² # -------------------------------- # Get geometry from geometry module @@ -518,7 +518,7 @@ def create_footpath_load(self, model=None): # ------------------------------------------------- # Load magnitude — IRC 6:2017 Cl.206.1 (footway load) # ------------------------------------------------- - footpath_mag = IRC6_2017.cl_206_1_footway_load() * kN / (1.0 ** 2) + footpath_mag = IRC6_2017.cl_206_1_footway_load() * kN / m**2 # N/m² # ------------------------------------------------- # Create load case @@ -671,7 +671,7 @@ def create_railing_load(self, model=None, railing_load_kN_per_m: float | None = _mag = railing_load_kN_per_m else: _mag = IRC6_2017.cl_206_5_railing_load() * 9.81 / 1000.0 - railing_udl = _mag * kN / m + railing_udl = _mag * kN / m # N/m # ------------------------------------------------- # Create load case diff --git a/src/osdagbridge/desktop/ui/dialogs/loading_popup.py b/src/osdagbridge/desktop/ui/dialogs/loading_popup.py index 42319fa16..480918356 100644 --- a/src/osdagbridge/desktop/ui/dialogs/loading_popup.py +++ b/src/osdagbridge/desktop/ui/dialogs/loading_popup.py @@ -230,26 +230,12 @@ def hide(self): self.process = None self.stop_event = None else: - # Linux - close in-process dialog; tolerate already-deleted Qt C++ object. + # Linux - close in-process dialog if self._dialog is not None: - try: - self._dialog.hide() - self._dialog.circular_progress.stop_animation() - except RuntimeError: - pass + self._dialog.hide() + self._dialog.circular_progress.stop_animation() self._dialog = None def __del__(self): - # Only tear down the multiprocessing side here. Qt widgets are owned by - # the Qt parent/child tree and may already be destroyed during GC/shutdown; - # touching them from __del__ causes shiboken errors and native heap corruption. - if self._use_process and self.process is not None: - try: - if self.process.is_alive(): - if self.stop_event is not None: - self.stop_event.set() - self.process.join(timeout=2) - if self.process.is_alive(): - self.process.terminate() - except Exception: - pass \ No newline at end of file + """Cleanup when manager is destroyed""" + self.hide() From b536fd8d580711730b58962ac52467790fc4bbe2 Mon Sep 17 00:00:00 2001 From: nishikantmandal007 Date: Thu, 23 Apr 2026 10:41:56 +0530 Subject: [PATCH 165/225] refactor: move dead load calculations into bridge component files Each bridge component now owns its dead load logic. Input extraction (reading user inputs, unit conversions) lives in the component geometry file; the load intensity formula (area x density, thickness x density, IRC code defaults) also lives there. analyser.py imports and calls these functions instead of computing inline, and plategirderbridge.py delegates all parameter extraction to the components before calling the model. Components updated: - plate_girder/geometry.py: girder self-weight (A x rho) - deck/geometry.py: slab and wearing-course dead loads, input extraction - footpath/geometry.py: IRC 6:2017 Cl.206.1 footway load (new file) - crash_barrier/geometry.py: barrier line load + input extraction - railing/geometry.py: railing line load + input extraction - median/geometry.py: median line load --- .../super_structure/crash_barrier/geometry.py | 38 ++++++- .../super_structure/deck/geometry.py | 106 +++++++++++++++++- .../super_structure/footpath/__init__.py | 1 + .../super_structure/footpath/geometry.py | 15 +++ .../super_structure/median/geometry.py | 25 ++++- .../super_structure/plate_girder/geometry.py | 27 ++++- .../super_structure/railing/geometry.py | 37 ++++++ .../bridge_types/plate_girder/analyser.py | 74 ++++++------ .../plate_girder/plategirderbridge.py | 44 +++----- 9 files changed, 295 insertions(+), 72 deletions(-) create mode 100644 src/osdagbridge/core/bridge_components/super_structure/footpath/__init__.py create mode 100644 src/osdagbridge/core/bridge_components/super_structure/footpath/geometry.py diff --git a/src/osdagbridge/core/bridge_components/super_structure/crash_barrier/geometry.py b/src/osdagbridge/core/bridge_components/super_structure/crash_barrier/geometry.py index c8baa21bb..23d022d8e 100644 --- a/src/osdagbridge/core/bridge_components/super_structure/crash_barrier/geometry.py +++ b/src/osdagbridge/core/bridge_components/super_structure/crash_barrier/geometry.py @@ -284,4 +284,40 @@ def seg_area(R, theta): return { "type": "High Containment Crash Barrier (Fig 3)", "barrier_area": round(total, 3) - } \ No newline at end of file + } + + +# ─── Dead load ─────────────────────────────────────────────────────────────── + +# IRC 5:2015 / IS 875 Pt 2 — typical RCC edge barrier self-weight (Type P3/P4). +DEFAULT_CRASH_BARRIER_LOAD_kN_m = 6.54 + + +def crash_barrier_dead_load_kN_m(load_kN_per_m: float | None = None) -> float: + """Dead load intensity for a crash barrier (kN/m). + + Parameters + ---------- + load_kN_per_m : float, optional + User-specified barrier self-weight per unit length (kN/m). When + ``None`` the IRC 5:2015 default for an RCC edge barrier is used. + + Returns + ------- + float + Line load in kN/m. + """ + return load_kN_per_m if load_kN_per_m is not None else DEFAULT_CRASH_BARRIER_LOAD_kN_m + + +_KEY_CRASH_BARRIER_LOAD = "crash_barrier_load" + + +def crash_barrier_load_from_inputs(additional_inputs: dict) -> float | None: + """Extract user-specified crash barrier load (kN/m) from additional-inputs dict. + + Returns ``None`` when the key is absent, in which case + ``crash_barrier_dead_load_kN_m()`` will apply the IRC 5 default. + """ + val = additional_inputs.get(_KEY_CRASH_BARRIER_LOAD) + return float(val) if val is not None else None \ No newline at end of file diff --git a/src/osdagbridge/core/bridge_components/super_structure/deck/geometry.py b/src/osdagbridge/core/bridge_components/super_structure/deck/geometry.py index 08868e092..6bff87da0 100644 --- a/src/osdagbridge/core/bridge_components/super_structure/deck/geometry.py +++ b/src/osdagbridge/core/bridge_components/super_structure/deck/geometry.py @@ -1 +1,105 @@ -"""Deck geometry stub.""" +"""Deck slab and wearing course dead load calculations.""" +from osdagbridge.core.utils.codes.keyfile import DEFAULT_CONCRETE_DENSITY, DEFAULT_BITUMINOUS_DENSITY +from osdagbridge.core.utils.common import ( + KEY_DECK_THICKNESS, + KEY_WEARING_COAT_THICKNESS, + KEY_WEARING_COAT_DENSITY, +) + + +# IRC 6:2017 / IS 875 Pt 1 — wet reinforced concrete unit weight. +WET_CONCRETE_DENSITY_kN_m3 = DEFAULT_CONCRETE_DENSITY + +# IRC 6:2017 / IS 875 Pt 1 — bituminous wearing course unit weight. +BITUMINOUS_DENSITY_kN_m3 = DEFAULT_BITUMINOUS_DENSITY + + +def slab_dead_load_kN_m2( + thickness_m: float, + density_kN_m3: float = WET_CONCRETE_DENSITY_kN_m3, +) -> float: + """Dead load intensity for the concrete deck slab (kN/m²). + + Parameters + ---------- + thickness_m : float + Slab thickness in metres. + density_kN_m3 : float + Unit weight of concrete in kN/m³ (default: 25 kN/m³). + + Returns + ------- + float + Uniform patch load in kN/m². + """ + return thickness_m * density_kN_m3 + + +def wearing_course_dead_load_kN_m2( + thickness_m: float, + density_kN_m3: float = BITUMINOUS_DENSITY_kN_m3, +) -> float: + """Dead load intensity for the wearing course / overlay (kN/m²). + + Parameters + ---------- + thickness_m : float + Wearing course thickness in metres. + density_kN_m3 : float + Unit weight of the wearing course material in kN/m³ + (default: 24 kN/m³ for bituminous; use 25 kN/m³ for concrete overlays). + + Returns + ------- + float + Uniform patch load in kN/m². + """ + return thickness_m * density_kN_m3 + + +# ─── Input extraction ──────────────────────────────────────────────────────── + +def deck_thickness_from_inputs(additional_inputs: dict, default_mm: float) -> float: + """Extract deck slab thickness (m) from the additional-inputs dict. + + Parameters + ---------- + additional_inputs : dict + The bridge's additional-inputs dictionary (keyed by KEY_DECK_THICKNESS). + default_mm : float + Fallback thickness in mm when the key is absent. + + Returns + ------- + float + Deck slab thickness in metres. + """ + t_mm = float(additional_inputs.get(KEY_DECK_THICKNESS, default_mm)) + return t_mm / 1000.0 + + +def wearing_course_params_from_inputs( + additional_inputs: dict, + default_t_mm: float, + default_rho_kN_m3: float, +) -> tuple[float, float]: + """Extract wearing-course thickness and density from the additional-inputs dict. + + Parameters + ---------- + additional_inputs : dict + The bridge's additional-inputs dictionary. + default_t_mm : float + Fallback thickness in mm (e.g. 50 mm bituminous default). + default_rho_kN_m3 : float + Fallback unit weight in kN/m³ (e.g. 24 kN/m³ for bituminous). + + Returns + ------- + tuple[float, float] + ``(thickness_m, density_kN_m3)`` ready to pass to + ``create_wearing_course_load()``. + """ + t_mm = float(additional_inputs.get(KEY_WEARING_COAT_THICKNESS, default_t_mm)) + rho = float(additional_inputs.get(KEY_WEARING_COAT_DENSITY, default_rho_kN_m3)) + return t_mm / 1000.0, rho diff --git a/src/osdagbridge/core/bridge_components/super_structure/footpath/__init__.py b/src/osdagbridge/core/bridge_components/super_structure/footpath/__init__.py new file mode 100644 index 000000000..dd771d570 --- /dev/null +++ b/src/osdagbridge/core/bridge_components/super_structure/footpath/__init__.py @@ -0,0 +1 @@ +"""Footpath component package.""" diff --git a/src/osdagbridge/core/bridge_components/super_structure/footpath/geometry.py b/src/osdagbridge/core/bridge_components/super_structure/footpath/geometry.py new file mode 100644 index 000000000..fe32e70f7 --- /dev/null +++ b/src/osdagbridge/core/bridge_components/super_structure/footpath/geometry.py @@ -0,0 +1,15 @@ +"""Footpath dead load calculations per IRC 6:2017.""" +from osdagbridge.core.utils.codes.irc6_2017 import IRC6_2017 + + +def footpath_dead_load_kN_m2() -> float: + """Dead load intensity for the footpath / footway (kN/m²). + + Value is taken directly from IRC 6:2017 Cl.206.1 (footway / kerb load). + + Returns + ------- + float + Uniform patch load in kN/m². + """ + return IRC6_2017.cl_206_1_footway_load() diff --git a/src/osdagbridge/core/bridge_components/super_structure/median/geometry.py b/src/osdagbridge/core/bridge_components/super_structure/median/geometry.py index 001a0ff75..4ab7bdbf8 100644 --- a/src/osdagbridge/core/bridge_components/super_structure/median/geometry.py +++ b/src/osdagbridge/core/bridge_components/super_structure/median/geometry.py @@ -179,4 +179,27 @@ def median_metallic_barrier_area(barrier_type): "type": f"Median Metallic Barrier ({barrier_type})", "steel_area": post_area + beam_area, "kerb_area": kerb_area - } \ No newline at end of file + } + + +# ─── Dead load ─────────────────────────────────────────────────────────────── + +# Nominal self-weight for a raised-kerb / RCC median (IRC 5 / IS 875 Pt 2). +DEFAULT_MEDIAN_LOAD_kN_m = 4.00 + + +def median_dead_load_kN_m(load_kN_per_m: float | None = None) -> float: + """Dead load intensity for the median barrier (kN/m). + + Parameters + ---------- + load_kN_per_m : float, optional + User-specified median self-weight per unit length (kN/m). When + ``None`` the nominal default of 4.00 kN/m is used. + + Returns + ------- + float + Line load in kN/m. + """ + return load_kN_per_m if load_kN_per_m is not None else DEFAULT_MEDIAN_LOAD_kN_m \ No newline at end of file diff --git a/src/osdagbridge/core/bridge_components/super_structure/plate_girder/geometry.py b/src/osdagbridge/core/bridge_components/super_structure/plate_girder/geometry.py index 3cd8cf904..e232384dd 100644 --- a/src/osdagbridge/core/bridge_components/super_structure/plate_girder/geometry.py +++ b/src/osdagbridge/core/bridge_components/super_structure/plate_girder/geometry.py @@ -1,3 +1,28 @@ -"""Parametric girder geometry (stub).""" +"""Plate girder geometry and dead load calculations.""" +from osdagbridge.core.utils.codes.keyfile import DEFAULT_STEEL_DENSITY + + def make_girder(): return {} + + +# IS 875 (Part 1) — structural steel unit weight used for self-weight dead load. +STEEL_UNIT_WEIGHT_kN_m3 = DEFAULT_STEEL_DENSITY + + +def girder_self_weight_kN_m(area_m2: float, density_kN_m3: float = STEEL_UNIT_WEIGHT_kN_m3) -> float: + """Dead load intensity for a steel plate girder (kN/m). + + Parameters + ---------- + area_m2 : float + Cross-sectional area of the girder in m². + density_kN_m3 : float + Unit weight of steel in kN/m³ (default: IS 875 Pt.1 = 78.5 kN/m³). + + Returns + ------- + float + Line load in kN/m. + """ + return area_m2 * density_kN_m3 diff --git a/src/osdagbridge/core/bridge_components/super_structure/railing/geometry.py b/src/osdagbridge/core/bridge_components/super_structure/railing/geometry.py index 3644941cf..0cf60bd22 100644 --- a/src/osdagbridge/core/bridge_components/super_structure/railing/geometry.py +++ b/src/osdagbridge/core/bridge_components/super_structure/railing/geometry.py @@ -115,3 +115,40 @@ def segment_area(R, theta): "barrier_area": round(total_area, 3) } + +# ─── Dead load ─────────────────────────────────────────────────────────────── + +from osdagbridge.core.utils.codes.irc6_2017 import IRC6_2017 # noqa: E402 + + +def railing_dead_load_kN_m(load_kN_per_m: float | None = None) -> float: + """Dead load intensity for a railing (kN/m). + + Parameters + ---------- + load_kN_per_m : float, optional + User-specified railing self-weight per unit length (kN/m). When + ``None`` the IRC 6:2017 Cl.206.5 default is used + (cl_206_5_railing_load() returns kg/m, converted here to kN/m). + + Returns + ------- + float + Line load in kN/m. + """ + if load_kN_per_m is not None: + return load_kN_per_m + return IRC6_2017.cl_206_5_railing_load() * 9.81 / 1000.0 + + +_KEY_RAILING_LOAD = "railing_load_value" + + +def railing_load_from_inputs(additional_inputs: dict) -> float | None: + """Extract user-specified railing load (kN/m) from the additional-inputs dict. + + Returns ``None`` when the key is absent, in which case + ``railing_dead_load_kN_m()`` will apply the IRC 6:2017 Cl.206.5 default. + """ + val = additional_inputs.get(_KEY_RAILING_LOAD) + return float(val) if val is not None else None diff --git a/src/osdagbridge/core/bridge_types/plate_girder/analyser.py b/src/osdagbridge/core/bridge_types/plate_girder/analyser.py index 6c5012345..52e4a3049 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/analyser.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/analyser.py @@ -2,13 +2,29 @@ # from math import sqrt, pi # import openseespy.opensees as ops from osdagbridge.core.utils.codes.irc6_2017 import IRC6_2017 -from osdagbridge.core.utils.codes.keyfile import ( - DEFAULT_STEEL_DENSITY, - DEFAULT_CONCRETE_DENSITY, - DEFAULT_BITUMINOUS_DENSITY, - LANE_REDUCTION_FACTORS, -) +from osdagbridge.core.utils.codes.keyfile import LANE_REDUCTION_FACTORS from osdagbridge.core.utils.common import * +from osdagbridge.core.bridge_components.super_structure.plate_girder.geometry import ( + girder_self_weight_kN_m, + STEEL_UNIT_WEIGHT_kN_m3, +) +from osdagbridge.core.bridge_components.super_structure.deck.geometry import ( + slab_dead_load_kN_m2, + wearing_course_dead_load_kN_m2, + WET_CONCRETE_DENSITY_kN_m3, +) +from osdagbridge.core.bridge_components.super_structure.footpath.geometry import ( + footpath_dead_load_kN_m2, +) +from osdagbridge.core.bridge_components.super_structure.crash_barrier.geometry import ( + crash_barrier_dead_load_kN_m, +) +from osdagbridge.core.bridge_components.super_structure.railing.geometry import ( + railing_dead_load_kN_m, +) +from osdagbridge.core.bridge_components.super_structure.median.geometry import ( + median_dead_load_kN_m, +) from osdagbridge.core.bridge_types.plate_girder.bridge_geometry import BridgeGeometry, CrossSectionLayout from osdagbridge.core.bridge_types.plate_girder.load_placement import LoadPlacementManager import warnings @@ -283,9 +299,6 @@ def plot_model(self): # Dead Load # ============================================================ - # IS 875 (Part 1) / keyfile.DEFAULT_STEEL_DENSITY — structural steel unit weight (kN/m³). - STEEL_UNIT_WEIGHT_kN_m3 = DEFAULT_STEEL_DENSITY - def create_self_weight_load(self, model=None, L=None): """Creates beam self weight distributed along length. @@ -308,7 +321,7 @@ def create_self_weight_load(self, model=None, L=None): start_beam = 0 end_beam = L A_girder_m2 = self.longitudinal_props.A - beam_mag = A_girder_m2 * self.STEEL_UNIT_WEIGHT_kN_m3 * kN / m # N/m + beam_mag = girder_self_weight_kN_m(A_girder_m2, STEEL_UNIT_WEIGHT_kN_m3) * kN / m # N/m DL_self_weight = og.create_load_case(name="girder self weight") @@ -331,9 +344,6 @@ def create_self_weight_load(self, model=None, L=None): model.add_load_case(DL_self_weight) return DL_self_weight - # IRC 6:2017 / IS 875 Pt 1 — reinforced (wet) concrete unit weight (keyfile.DEFAULT_CONCRETE_DENSITY). - WET_CONCRETE_DENSITY_kN_m3 = DEFAULT_CONCRETE_DENSITY - def create_deck_load(self, model=None, slab_thickness_m: float | None = None, concrete_density_kN_m3: float | None = None): """ @@ -365,12 +375,12 @@ def create_deck_load(self, model=None, slab_thickness_m: float | None = None, "wet-concrete load magnitude can be derived from t × ρ_concrete." ) - rho_c = self.WET_CONCRETE_DENSITY_kN_m3 if concrete_density_kN_m3 is None else concrete_density_kN_m3 + rho_c = WET_CONCRETE_DENSITY_kN_m3 if concrete_density_kN_m3 is None else concrete_density_kN_m3 # ------------------------------------------------- # Load magnitude (UDL over area): t × ρ_concrete [kN/m²] # ------------------------------------------------- - deck_mag = slab_thickness_m * rho_c * kN / m**2 # N/m² + deck_mag = slab_dead_load_kN_m2(slab_thickness_m, rho_c) * kN / m**2 # N/m² # ------------------------------------------------- # Get geometry from load manager @@ -446,12 +456,8 @@ def create_wearing_course_load(self, model=None, edge_clearance=0.0, "create_wearing_course_load requires thickness_m (in metres) " "so the overlay load magnitude can be derived from t × ρ." ) - rho_wc = DEFAULT_BITUMINOUS_DENSITY if density_kN_m3 is None else density_kN_m3 - - # L = L or self.L - # w = w or self.w - - overlay_mag = thickness_m * rho_wc * kN / m**2 # N/m² + overlay_kw = {} if density_kN_m3 is None else {"density_kN_m3": density_kN_m3} + overlay_mag = wearing_course_dead_load_kN_m2(thickness_m, **overlay_kw) * kN / m**2 # N/m² # -------------------------------- # Get geometry from geometry module @@ -494,11 +500,6 @@ def create_wearing_course_load(self, model=None, edge_clearance=0.0, return DL_overlay - # IRC 5:2015 / IS 875 Pt 2 — standard SIDL intensities used when the user - # has not provided explicit load inputs via the Additional Inputs dialog. - RCC_CRASH_BARRIER_LOAD_kN_per_m = 6.54 # typical RCC crash barrier (IRC 5 Type P3/P4) - MEDIAN_LOAD_kN_per_m = 4.00 # raised-kerb / RCC median (nominal weight) - def create_footpath_load(self, model=None): """ Creates footpath patch loads on both sides of the bridge. @@ -518,7 +519,7 @@ def create_footpath_load(self, model=None): # ------------------------------------------------- # Load magnitude — IRC 6:2017 Cl.206.1 (footway load) # ------------------------------------------------- - footpath_mag = IRC6_2017.cl_206_1_footway_load() * kN / m**2 # N/m² + footpath_mag = footpath_dead_load_kN_m2() * kN / m**2 # N/m² # ------------------------------------------------- # Create load case @@ -593,10 +594,9 @@ def create_crash_barrier_load(self, model=None, barrier_load_kN_per_m: float | N self.crash_barrier_load_case = None return None # ------------------------------------------------- - # Load magnitude — from input or code default + # Load magnitude — from input or IRC 5:2015 default (crash_barrier.geometry) # ------------------------------------------------- - _mag = barrier_load_kN_per_m if barrier_load_kN_per_m is not None else self.RCC_CRASH_BARRIER_LOAD_kN_per_m - barrier_load = _mag * kN / m + barrier_load = crash_barrier_dead_load_kN_m(barrier_load_kN_per_m) * kN / m # ------------------------------------------------- # Create load case @@ -664,14 +664,9 @@ def create_railing_load(self, model=None, railing_load_kN_per_m: float | None = return None # ------------------------------------------------- - # Load magnitude — from user input or IRC 6:2017 Cl.206.5 code value. - # cl_206_5_railing_load() returns kg/m; convert to kN/m via × 9.81/1000. + # Load magnitude — from user input or IRC 6:2017 Cl.206.5 default (railing.geometry) # ------------------------------------------------- - if railing_load_kN_per_m is not None: - _mag = railing_load_kN_per_m - else: - _mag = IRC6_2017.cl_206_5_railing_load() * 9.81 / 1000.0 - railing_udl = _mag * kN / m # N/m + railing_udl = railing_dead_load_kN_m(railing_load_kN_per_m) * kN / m # N/m # ------------------------------------------------- # Create load case @@ -733,10 +728,9 @@ def create_median_load(self, model=None, median_load_kN_per_m: float | None = No raise ValueError("Model is not available. Create model before adding loads.") # ------------------------------------------------- - # Load magnitude — from input or code default + # Load magnitude — from input or default (median.geometry) # ------------------------------------------------- - _mag = median_load_kN_per_m if median_load_kN_per_m is not None else self.MEDIAN_LOAD_kN_per_m - median_udl = _mag * kN / m + median_udl = median_dead_load_kN_m(median_load_kN_per_m) * kN / m # If there is no median component in the layout, skip creating median load if not self.layout.has_component("median"): diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py index 1fe529a2b..f3f9135bb 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py @@ -38,9 +38,6 @@ KEY_CROSS_BRACING, KEY_END_DIAPHRAGM, KEY_DECK_CONCRETE_GRADE_BASIC, - KEY_DECK_THICKNESS, - KEY_WEARING_COAT_THICKNESS, - KEY_WEARING_COAT_DENSITY, DEFAULT_CRASH_BARRIER_WIDTH, DEFAULT_RAILING_WIDTH, DEFAULT_GIRDER_SPACING, @@ -440,32 +437,23 @@ def add_dead_loads(self) -> None: DEFAULT_AI_WEARING_THICKNESS_MM as _DEFAULT_WC_THICKNESS_MM, DEFAULT_AI_WEARING_DENSITY_KN_PER_M3 as _DEFAULT_WC_DENSITY_KN_M3, ) + from osdagbridge.core.bridge_components.super_structure.deck.geometry import ( + deck_thickness_from_inputs, + wearing_course_params_from_inputs, + ) + from osdagbridge.core.bridge_components.super_structure.crash_barrier.geometry import ( + crash_barrier_load_from_inputs, + ) + from osdagbridge.core.bridge_components.super_structure.railing.geometry import ( + railing_load_from_inputs, + ) - # Deck thickness is a user input (mm); fall back to the initial-sizing - # default so the analysis can still run without the Additional Inputs - # dialog having been opened. - deck_t_mm = float(self.additional_inputs.get( - KEY_DECK_THICKNESS, _DEFAULT_DECK_THICKNESS_MM - )) - deck_t_m = deck_t_mm / 1000.0 - - # Wearing-course thickness + density from Additional Inputs, with - # sensible fallbacks (50 mm / 24 kN/m³ bituminous per AI_DEFAULTS). - wc_t_mm = float(self.additional_inputs.get( - KEY_WEARING_COAT_THICKNESS, _DEFAULT_WC_THICKNESS_MM - )) - wc_rho = float(self.additional_inputs.get( - KEY_WEARING_COAT_DENSITY, _DEFAULT_WC_DENSITY_KN_M3 - )) - wc_t_m = wc_t_mm / 1000.0 - - # Crash barrier and railing loads: use value from Additional Inputs when - # the user has explicitly set it; otherwise the analyser falls back to the - # IRC 5 code defaults stored as class constants. - _cb = self.additional_inputs.get("crash_barrier_load") - barrier_load_kN_m = float(_cb) if _cb is not None else None - _rl = self.additional_inputs.get("railing_load_value") - railing_load_kN_m = float(_rl) if _rl is not None else None + deck_t_m = deck_thickness_from_inputs(self.additional_inputs, _DEFAULT_DECK_THICKNESS_MM) + wc_t_m, wc_rho = wearing_course_params_from_inputs( + self.additional_inputs, _DEFAULT_WC_THICKNESS_MM, _DEFAULT_WC_DENSITY_KN_M3 + ) + barrier_load_kN_m = crash_barrier_load_from_inputs(self.additional_inputs) + railing_load_kN_m = railing_load_from_inputs(self.additional_inputs) m = self.grillage_model m.create_self_weight_load() From 2b9b9cc097b301a3f945f9c1342da27fbe6d631c Mon Sep 17 00:00:00 2001 From: nishikantmandal007 Date: Fri, 24 Apr 2026 21:15:50 +0530 Subject: [PATCH 166/225] 1. Moved the deadload functional imports on top of file 2. Loading popup in clean state --- .../plate_girder/plategirderbridge.py | 35 +++++++++---------- .../desktop/ui/dialogs/loading_popup.py | 4 +-- 2 files changed, 19 insertions(+), 20 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py index f3f9135bb..c7b09dd97 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py @@ -55,6 +55,23 @@ KEY_UTIL_LONG_TRANS_SHEAR, KEY_UTIL_STRESS_LIMITATION, ) +from osdagbridge.core.bridge_types.plate_girder.initial_sizing import ( + DEFAULT_DECK_THICKNESS as _DEFAULT_DECK_THICKNESS_MM, +) +from osdagbridge.core.bridge_types.plate_girder.defaults import ( + DEFAULT_AI_WEARING_THICKNESS_MM as _DEFAULT_WC_THICKNESS_MM, + DEFAULT_AI_WEARING_DENSITY_KN_PER_M3 as _DEFAULT_WC_DENSITY_KN_M3, +) +from osdagbridge.core.bridge_components.super_structure.deck.geometry import ( + deck_thickness_from_inputs, + wearing_course_params_from_inputs, +) +from osdagbridge.core.bridge_components.super_structure.crash_barrier.geometry import ( + crash_barrier_load_from_inputs, +) +from osdagbridge.core.bridge_components.super_structure.railing.geometry import ( + railing_load_from_inputs, +) # Default median width (m) used when user enables median but no additional-input # width has been supplied yet. @@ -430,24 +447,6 @@ def add_dead_loads(self) -> None: Must be called after setup_grillage() has built and registered the model. """ - from osdagbridge.core.bridge_types.plate_girder.initial_sizing import ( - DEFAULT_DECK_THICKNESS as _DEFAULT_DECK_THICKNESS_MM, - ) - from osdagbridge.core.bridge_types.plate_girder.defaults import ( - DEFAULT_AI_WEARING_THICKNESS_MM as _DEFAULT_WC_THICKNESS_MM, - DEFAULT_AI_WEARING_DENSITY_KN_PER_M3 as _DEFAULT_WC_DENSITY_KN_M3, - ) - from osdagbridge.core.bridge_components.super_structure.deck.geometry import ( - deck_thickness_from_inputs, - wearing_course_params_from_inputs, - ) - from osdagbridge.core.bridge_components.super_structure.crash_barrier.geometry import ( - crash_barrier_load_from_inputs, - ) - from osdagbridge.core.bridge_components.super_structure.railing.geometry import ( - railing_load_from_inputs, - ) - deck_t_m = deck_thickness_from_inputs(self.additional_inputs, _DEFAULT_DECK_THICKNESS_MM) wc_t_m, wc_rho = wearing_course_params_from_inputs( self.additional_inputs, _DEFAULT_WC_THICKNESS_MM, _DEFAULT_WC_DENSITY_KN_M3 diff --git a/src/osdagbridge/desktop/ui/dialogs/loading_popup.py b/src/osdagbridge/desktop/ui/dialogs/loading_popup.py index 480918356..30f1c7225 100644 --- a/src/osdagbridge/desktop/ui/dialogs/loading_popup.py +++ b/src/osdagbridge/desktop/ui/dialogs/loading_popup.py @@ -235,7 +235,7 @@ def hide(self): self._dialog.hide() self._dialog.circular_progress.stop_animation() self._dialog = None - + def __del__(self): """Cleanup when manager is destroyed""" - self.hide() + self.hide() \ No newline at end of file From 8721aaaeb47feb06b8907772e450b60a62b5797a Mon Sep 17 00:00:00 2001 From: Garvit Singh Rathore Date: Fri, 24 Apr 2026 01:08:42 +0530 Subject: [PATCH 167/225] Change map provider and overlay correct border of India --- .../data/project_location/india-osm.geojson | 7 ++ .../desktop/ui/dialogs/project_location.py | 18 ++- .../desktop/ui/widgets/native_map.py | 104 +++++++++++++++++- 3 files changed, 122 insertions(+), 7 deletions(-) create mode 100644 src/osdagbridge/core/data/project_location/india-osm.geojson diff --git a/src/osdagbridge/core/data/project_location/india-osm.geojson b/src/osdagbridge/core/data/project_location/india-osm.geojson new file mode 100644 index 000000000..893707950 --- /dev/null +++ b/src/osdagbridge/core/data/project_location/india-osm.geojson @@ -0,0 +1,7 @@ +{ +"type": "FeatureCollection", +"crs": { "type": "name", "properties": { "name": "urn:ogc:def:crs:OGC:1.3:CRS84" } }, +"features": [ +{ "type": "Feature", "properties": { "name": "India", "admin_level": 2 }, "geometry": { "type": "MultiPolygon", "coordinates": [ [ [ [ 77.9240974, 35.4972106 ], [ 77.9272354, 35.5021932 ], [ 77.9278654, 35.5037834 ], [ 77.9288255, 35.5057036 ], [ 77.9294856, 35.5076538 ], [ 77.9312258, 35.5110742 ], [ 77.9302657, 35.5120643 ], [ 77.9308658, 35.5137144 ], [ 77.9314658, 35.5160547 ], [ 77.9323359, 35.5173748 ], [ 77.9325759, 35.518635 ], [ 77.932816, 35.5205852 ], [ 77.9338061, 35.5224453 ], [ 77.9353362, 35.5239455 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88.927707061960675, 21.796975 ] ] ] ] } } +] +} diff --git a/src/osdagbridge/desktop/ui/dialogs/project_location.py b/src/osdagbridge/desktop/ui/dialogs/project_location.py index 9e3bbed27..f6fed11ba 100644 --- a/src/osdagbridge/desktop/ui/dialogs/project_location.py +++ b/src/osdagbridge/desktop/ui/dialogs/project_location.py @@ -1,7 +1,7 @@ from PySide6.QtWidgets import ( QDialog, QVBoxLayout, QHBoxLayout, QLabel, QLineEdit, QWidget, QFrame, QPushButton, QComboBox, QSizePolicy, QSizeGrip, - QRadioButton, QButtonGroup, QStackedWidget, QSpacerItem + QRadioButton, QButtonGroup, QStackedWidget, QSpacerItem, QCheckBox ) from PySide6.QtCore import Qt from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar @@ -393,6 +393,17 @@ def _add_map_page(self): self.zone_overlay_combo = NoScrollComboBox() self.zone_overlay_combo.addItems(["None", "Seismic Zone", "Wind Zone"]) + controls_row = QHBoxLayout() + controls_row.setContentsMargins(8, 4, 8, 0) + controls_row.setSpacing(10) + controls_row.addWidget(QLabel("Map Options:")) + + self.boundary_overlay_checkbox = QCheckBox("Show India boundary overlay") + self.boundary_overlay_checkbox.setChecked(True) + controls_row.addWidget(self.boundary_overlay_checkbox) + controls_row.addStretch(1) + vbox.addLayout(controls_row) + self.map_view = NativeMapWidget() vbox.addWidget(self.map_view, 1) @@ -617,6 +628,7 @@ def _connect_signals(self): # Zone overlay dropdown self.zone_overlay_combo.currentTextChanged.connect(self._on_zone_overlay_changed) + self.boundary_overlay_checkbox.toggled.connect(self._on_boundary_overlay_toggled) def _set_active_method(self, method): if method == "location_name" and self.method_radio_location.isChecked(): @@ -781,6 +793,10 @@ def _on_zone_overlay_changed(self, text: str): # Update legend self._update_zone_legend(overlay_type) + + def _on_boundary_overlay_toggled(self, enabled: bool): + """Toggle GeoJSON boundary drawing for map performance.""" + self.map_view.set_geojson_overlay_visible(enabled) def _update_zone_legend(self, overlay_type: str): """Update the legend display based on overlay type.""" diff --git a/src/osdagbridge/desktop/ui/widgets/native_map.py b/src/osdagbridge/desktop/ui/widgets/native_map.py index 604992881..c7470e795 100644 --- a/src/osdagbridge/desktop/ui/widgets/native_map.py +++ b/src/osdagbridge/desktop/ui/widgets/native_map.py @@ -1,5 +1,6 @@ import math +import json from pathlib import Path from functools import lru_cache from PySide6.QtWidgets import QWidget @@ -55,6 +56,11 @@ def __init__(self, parent=None): # In-memory image cache (url -> QPixmap) self.pixmap_cache = {} + self._pending_tile_requests = set() + + # GeoJSON boundary overlay cache + self._geojson_shapes = [] # list[tuple[list[(lon, lat)], closed]] + self._geojson_visible = True # Interaction state self._last_mouse_pos = QPoint() @@ -68,6 +74,7 @@ def __init__(self, parent=None): # Initialize self.setMinimumSize(400, 300) + self.load_geojson(_DATA_DIR / "india-osm.geojson") def paintEvent(self, event): painter = QPainter(self) @@ -104,10 +111,14 @@ def paintEvent(self, event): # Logic to draw the specific tile self.draw_tile(painter, tile_x, tile_y, col, row, view_x, view_y) - + # 3.5. Draw zone overlay if active if self._overlay_type != "none" and self._overlay_pixmap: self._draw_zone_overlay(painter, view_x, view_y) + + # Draw GeoJSON administrative boundary on top of raster layers. + if self._geojson_visible: + self.draw_geojson(painter, view_x, view_y) # 4. Draw Marker (Pin) if it exists if self.marker_lat is not None and self.marker_lon is not None: @@ -131,30 +142,41 @@ def paintEvent(self, event): painter.end() def draw_tile(self, painter, tile_x, tile_y, col, row, view_x, view_y): - url = f"https://tile.openstreetmap.org/{self.zoom}/{tile_x}/{tile_y}.png" + base_url = f"https://server.arcgisonline.com/ArcGIS/rest/services/World_Imagery/MapServer/tile/{self.zoom}/{tile_y}/{tile_x}" + labels_url = f"https://server.arcgisonline.com/ArcGIS/rest/services/Reference/World_Boundaries_and_Places/MapServer/tile/{self.zoom}/{tile_y}/{tile_x}" # Calculate screen position screen_x = (col * self.tile_size) - view_x screen_y = (row * self.tile_size) - view_y - if url in self.pixmap_cache: - painter.drawPixmap(int(screen_x), int(screen_y), self.pixmap_cache[url]) + if base_url in self.pixmap_cache: + painter.drawPixmap(int(screen_x), int(screen_y), self.pixmap_cache[base_url]) else: # Draw placeholder painter.setBrush(QColor(240, 240, 240)) painter.drawRect(int(screen_x), int(screen_y), self.tile_size, self.tile_size) - self.fetch_tile(url) + self.fetch_tile(base_url) + + if labels_url in self.pixmap_cache: + painter.drawPixmap(int(screen_x), int(screen_y), self.pixmap_cache[labels_url]) + else: + self.fetch_tile(labels_url) def fetch_tile(self, url): + if url in self.pixmap_cache or url in self._pending_tile_requests: + return + request = QNetworkRequest(QUrl(url)) request.setAttribute(QNetworkRequest.CacheLoadControlAttribute, QNetworkRequest.PreferCache) # Identify user agent as polite usage policy requires request.setHeader(QNetworkRequest.UserAgentHeader, "OsdagBridge/1.0 (Garvit)") - + + self._pending_tile_requests.add(url) reply = self.manager.get(request) reply.finished.connect(lambda: self.on_tile_loaded(reply, url)) def on_tile_loaded(self, reply, url): + self._pending_tile_requests.discard(url) if reply.error() == QNetworkReply.NoError: data = reply.readAll() pixmap = QPixmap() @@ -163,6 +185,76 @@ def on_tile_loaded(self, reply, url): self.update() # Trigger repaint reply.deleteLater() + def load_geojson(self, path): + """Load GeoJSON boundaries (FeatureCollection) for rendering.""" + self._geojson_shapes = [] + geojson_path = Path(path) + if not geojson_path.exists(): + return + + try: + with geojson_path.open("r", encoding="utf-8") as file_obj: + data = json.load(file_obj) + except (OSError, json.JSONDecodeError): + return + + for feature in data.get("features", []): + geometry = feature.get("geometry") or {} + geom_type = geometry.get("type") + coords = geometry.get("coordinates", []) + + if geom_type == "Polygon": + for ring in coords: + self._geojson_shapes.append((ring, True)) + elif geom_type == "MultiPolygon": + for polygon in coords: + for ring in polygon: + self._geojson_shapes.append((ring, True)) + elif geom_type == "LineString": + self._geojson_shapes.append((coords, False)) + elif geom_type == "MultiLineString": + for line in coords: + self._geojson_shapes.append((line, False)) + + self.update() + + def draw_geojson(self, painter: QPainter, view_x: float, view_y: float): + """Draw loaded GeoJSON boundary using map pixel projection.""" + if not self._geojson_shapes: + return + + painter.save() + pen = QPen(QColor("#092133")) + pen.setWidth(3) + pen.setCosmetic(True) + painter.setPen(pen) + painter.setBrush(Qt.NoBrush) + + for points, is_closed in self._geojson_shapes: + if len(points) < 2: + continue + + path = QPainterPath() + first_lon, first_lat = points[0] + first_px_x, first_px_y = self.lat_lon_to_pixel(first_lat, first_lon, self.zoom) + path.moveTo(first_px_x - view_x, first_px_y - view_y) + + for lon, lat in points[1:]: + px_x, px_y = self.lat_lon_to_pixel(lat, lon, self.zoom) + path.lineTo(px_x - view_x, px_y - view_y) + + if is_closed: + path.closeSubpath() + + painter.drawPath(path) + + painter.restore() + + def set_geojson_overlay_visible(self, visible: bool): + """Toggle GeoJSON boundary rendering for performance.""" + self._geojson_visible = bool(visible) + self.update() + # --- Interaction --- def mousePressEvent(self, event: QMouseEvent): if event.button() == Qt.LeftButton: From ffa35aae6a10664973475b1749c4b5d6e6cd22ae Mon Sep 17 00:00:00 2001 From: Aditya-Donde Date: Tue, 28 Apr 2026 01:29:12 +0530 Subject: [PATCH 168/225] changed the percentagebar context from 100 to 150 --- src/osdagbridge/desktop/ui/utils/custom_widgets.py | 7 ++++--- 1 file changed, 4 insertions(+), 3 deletions(-) diff --git a/src/osdagbridge/desktop/ui/utils/custom_widgets.py b/src/osdagbridge/desktop/ui/utils/custom_widgets.py index d08a4df8f..e98cd02af 100644 --- a/src/osdagbridge/desktop/ui/utils/custom_widgets.py +++ b/src/osdagbridge/desktop/ui/utils/custom_widgets.py @@ -186,8 +186,9 @@ def paintEvent(self, event): Visual behaviour ---------------- - value < 100 → green fill, proportional width, "XX%" text to the right - value >= 100 → red fill, full width, "XX%" text to the right + value < 100 → green fill, proportional width (scale 0–150), "XX%" text to the right + value >= 100 → red fill, proportional width (scale 0–150), "XX%" text to the right + value >= 150 → red fill, full width """ # -- Colours ------------------------------------------------------------------- @@ -225,7 +226,7 @@ def paintEvent(self, event): radius = h / 2.0 exceeded = self._value >= 100.0 - fill_ratio = 1.0 if exceeded else self._value / 100.0 + fill_ratio = min(self._value / 150.0, 1.0) fill_w = w * fill_ratio painter.setPen(Qt.NoPen) From 2a991841001e0aad90086f31f62588808e3375f8 Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Sun, 26 Apr 2026 18:28:28 +0530 Subject: [PATCH 169/225] remove dead code and centralise scaling logic - Remove deprecated/unused code - Extract scaling helpers (dedupe calculations) - Centralize color constants - Drop legacy girder keys + dead branches - Skip redundant updates via _last_mapped_params --- .../desktop/ui/docks/cad_cross_section.py | 393 ++++++------------ .../desktop/ui/docks/cad_dual_view.py | 42 +- 2 files changed, 166 insertions(+), 269 deletions(-) diff --git a/src/osdagbridge/desktop/ui/docks/cad_cross_section.py b/src/osdagbridge/desktop/ui/docks/cad_cross_section.py index 3fab9f862..8a89c2674 100644 --- a/src/osdagbridge/desktop/ui/docks/cad_cross_section.py +++ b/src/osdagbridge/desktop/ui/docks/cad_cross_section.py @@ -6,10 +6,8 @@ import math from PySide6.QtWidgets import QWidget, QPushButton, QScrollArea -from PySide6.QtCore import Qt, QRectF, QPointF, QTimer -from PySide6.QtGui import QPainter, QPen, QColor, QFont, QBrush, QPolygonF, QIcon from PySide6.QtCore import Qt, QRectF, QPointF, QTimer, QSize -from PySide6.QtGui import QPixmap +from PySide6.QtGui import QPainter, QPen, QColor, QFont, QBrush, QPolygonF, QIcon, QPixmap from osdagbridge.desktop.cad.irc5_geometry import ( CrashBarrierGeometry, RailingGeometry, @@ -21,7 +19,7 @@ class CrossSectionCADWidget(QWidget): """Widget for drawing bridge cross-section view""" # ===== SHARED CAD COLORS ===== GIRDER_COLOR = QColor(179, 180, 160) - # STIFFENER_COLOR = QColor(79, 78, 70) + STIFFENER_COLOR = QColor(210, 210, 205) CROSS_BRACING_COLOR = QColor(235, 236, 211) RAILING_COLOR = QColor(210, 210, 210) BARRIER_COLOR = QColor(220, 220, 220) @@ -56,10 +54,9 @@ def __init__(self, parent=None): # Zoom level for this widget self.zoom_level = 1.0 - - # Setup zoom controls inside this widget (but not for previews inside scroll areas) - # Will be called after widget is fully initialized - self._zoom_controls_setup = False + + # Preserve rendered CAD height between parameter updates for non-preview mode. + self._saved_cad_height_px = None # bridge parameters with default values (all in mm) # These are the CAD state variables @@ -91,9 +88,7 @@ def __init__(self, parent=None): 'bottom_flange_width': 180, 'bottom_flange_thickness': 22, 'web_thickness': 15, - # Legacy support for symmetric sections - 'flange_width': 180, - 'flange_thickness': 22, + } # stiffener dimensions @@ -172,12 +167,12 @@ def setup_zoom_controls(self): self.zoom_out_btn.clicked.connect(self.zoom_out) self.zoom_out_btn.hide() # Hide initially - self.zoom_reset_btn = QPushButton(self) - self.zoom_reset_btn.setFixedSize(25, 25) - self.zoom_reset_btn.setIcon(QIcon(":/vectors/fit_to_screen.svg")) - self.zoom_reset_btn.setIconSize(QSize(25, 25)) - self.zoom_reset_btn.setToolTip("Fit to screen") - self.zoom_reset_btn.setStyleSheet(""" + self.fit_to_screen_btn = QPushButton(self) + self.fit_to_screen_btn.setFixedSize(25, 25) + self.fit_to_screen_btn.setIcon(QIcon(":/vectors/fit_to_screen.svg")) + self.fit_to_screen_btn.setIconSize(QSize(25, 25)) + self.fit_to_screen_btn.setToolTip("Fit to screen") + self.fit_to_screen_btn.setStyleSheet(""" QPushButton { background-color: rgba(255, 255, 255, 200); color: #333333; @@ -191,8 +186,8 @@ def setup_zoom_controls(self): color: white; } """) - self.zoom_reset_btn.clicked.connect(self.fit_to_screen) - self.zoom_reset_btn.hide() # Hide initially + self.fit_to_screen_btn.clicked.connect(self.fit_to_screen) + self.fit_to_screen_btn.hide() # Hide initially # Set minimum size for visibility self.setMinimumSize(400, 300) @@ -228,7 +223,7 @@ def _position_zoom_buttons(self): if self.zoom_in_btn.parent() != viewport: self.zoom_in_btn.setParent(viewport) self.zoom_out_btn.setParent(viewport) - self.zoom_reset_btn.setParent(viewport) + self.fit_to_screen_btn.setParent(viewport) # Position in top-right corner of VIEWPORT margin = 10 @@ -237,15 +232,15 @@ def _position_zoom_buttons(self): self.zoom_in_btn.move(x + 10, y) self.zoom_out_btn.move(x + 10, y + 30) - self.zoom_reset_btn.move(x+10, y + 60) + self.fit_to_screen_btn.move(x+10, y + 60) # Ensure buttons are visible and on top self.zoom_in_btn.show() self.zoom_out_btn.show() - self.zoom_reset_btn.show() + self.fit_to_screen_btn.show() self.zoom_in_btn.raise_() self.zoom_out_btn.raise_() - self.zoom_reset_btn.raise_() + self.fit_to_screen_btn.raise_() def eventFilter(self, obj, event): @@ -276,11 +271,13 @@ def zoom_in(self): # Apply zoom self.zoom_level *= 1.1 + if self._saved_cad_height_px is not None: + self._saved_cad_height_px *= 1.1 self._update_widget_size() self.update() # Restore center position after zoom - self._set_scroll_center(old_center, 1.1) + self._set_scroll_center(old_center) def zoom_out(self): """Zoom out while keeping view centered""" @@ -289,24 +286,22 @@ def zoom_out(self): # Apply zoom self.zoom_level /= 1.1 + if self._saved_cad_height_px is not None: + self._saved_cad_height_px /= 1.1 self._update_widget_size() self.update() # Restore center position after zoom - self._set_scroll_center(old_center, 1/1.1) + self._set_scroll_center(old_center) - def compute_fit_zoom(self, mode="full"): + def compute_fit_zoom(self): """ - Compute zoom level. - mode="full" -> content fits both width and height (min(scale_x, scale_y)) - mode="height" -> content fits only height (unconstrained width) + Compute zoom level so content fits both width and height. """ total_deck_width, _ = self.compute_deck_total_width() # Denominator for height fit (matches draw_cross_section logic) - model_h = (self.girder['depth'] * self.girder_visual_scale['depth'] + - self.params['deck_thickness'] + - self.params['footpath_thickness'] + 800) + model_h = self._compute_model_height_mm() # Base dimensions Used in draw_cross_section when zoom=1.0 base_w, base_h = 1000, 600 @@ -334,28 +329,52 @@ def compute_fit_zoom(self, mode="full"): target_scale_x = avail_vp_w / total_deck_width target_scale_y = avail_vp_h / model_h - - if mode == "height": - target_scale = target_scale_y - else: - target_scale = min(target_scale_x, target_scale_y) + target_scale = min(target_scale_x, target_scale_y) return target_scale / base_scale def fit_to_screen(self): """Scale the diagram so it fits perfectly inside the visible viewport and center it.""" - self.zoom_level = self.compute_fit_zoom(mode="full") + self.zoom_level = self.compute_fit_zoom() + self._saved_cad_height_px = self._compute_effective_model_height_px(use_full_fit=True) self._update_widget_size() self.update() self._center_scroll_bars() - def zoom_reset(self): - """Standard behavior: Fit to height only.""" - self.zoom_level = self.compute_fit_zoom(mode="height") - self._update_widget_size() - self.update() - # Center the scrollbars after size update - QTimer.singleShot(50, self._center_scroll_bars) + def _compute_model_height_mm(self): + """Return model height in mm used for cross-section scaling.""" + return ( + self.girder['depth'] * self.girder_visual_scale['depth'] + + self.params['deck_thickness'] + + self.params['footpath_thickness'] + + 800 + ) + + def _compute_non_preview_canvas(self): + """Return non-preview canvas dimensions and margins.""" + base_width = 1000 + base_height = 600 + width = base_width * self.zoom_level + height = base_height * self.zoom_level + margin_x = 80 + margin_y = 80 + bottom_margin = 80 # extra clearance for dimension labels + return width, height, margin_x, margin_y, bottom_margin + + def _compute_effective_model_height_px(self, use_full_fit=False): + """Compute rendered model height in pixels for the current non-preview state.""" + width, height, margin_x, margin_y, bottom_margin = self._compute_non_preview_canvas() + total_deck_width, _ = self.compute_deck_total_width() + model_h = self._compute_model_height_mm() + + avail_w = max(1.0, width - 2 * margin_x) + avail_h = max(1.0, height - 2 * margin_y - bottom_margin) + + scale_x = avail_w / max(total_deck_width, 1e-9) + scale_y = avail_h / max(model_h, 1e-9) + scale = min(scale_x, scale_y) if use_full_fit else scale_y + scale *= self.scale_factor + return model_h * scale def _center_scroll_bars(self): """Center the scrollbars of the parent scroll area.""" @@ -365,6 +384,15 @@ def _center_scroll_bars(self): h_bar.setValue((h_bar.minimum() + h_bar.maximum()) // 2) v_bar.setValue((v_bar.minimum() + v_bar.maximum()) // 2) + def _center_horizontal_scroll(self): + """Center only horizontal scrollbar (used after input-driven redraw).""" + if self.scroll_area is None: + self._position_zoom_buttons() + + if self.scroll_area: + h_bar = self.scroll_area.horizontalScrollBar() + h_bar.setValue((h_bar.minimum() + h_bar.maximum()) // 2) + def _get_scroll_center(self): """Get the current center point of the visible viewport in widget coordinates""" if not self.scroll_area: @@ -396,7 +424,7 @@ def _get_scroll_center(self): else: return (0.5, 0.5) - def _set_scroll_center(self, old_center, zoom_ratio): + def _set_scroll_center(self, old_center): """Set scroll position to keep the same center point visible after zoom""" if not self.scroll_area: return @@ -440,30 +468,15 @@ def _update_widget_size(self): base_width = 1000 base_height = 600 - - # For height-only zoom, we need to ensure the widget is wide enough to contain the content + total_deck_width, _ = self.compute_deck_total_width() - - # Calculate content width at current zoom level - # Scale logic: width = base_width * zoom_level, scale_x = (width - 160) / total_deck_width - # scale_y = (height - 240) / model_h - # So content_width_px = total_deck_width * scale = total_deck_width * (target_scale) - # target_scale = zoom_level * base_scale - - model_h = (self.girder['depth'] * self.girder_visual_scale['depth'] + - self.params['deck_thickness'] + - self.params['footpath_thickness'] + 800) - - margin_x, margin_y = 80, 80 - avail_base_w = base_width - 2 * margin_x - avail_base_h = base_height - 2 * margin_y - 80 - - base_scale_x = avail_base_w / total_deck_width - base_scale_y = avail_base_h / model_h - base_scale = min(base_scale_x, base_scale_y) - - current_scale = self.zoom_level * base_scale - content_width_px = total_deck_width * current_scale + 2 * margin_x + model_h = self._compute_model_height_mm() + + if self._saved_cad_height_px is None: + self._saved_cad_height_px = self._compute_effective_model_height_px(use_full_fit=False) + + scale_from_saved_height = self._saved_cad_height_px / max(model_h, 1e-9) + content_width_px = total_deck_width * scale_from_saved_height + 2 * 80 # The widget should be at least as wide/high as its viewport OR content dimensions if self.scroll_area and self.scroll_area.viewport(): @@ -472,8 +485,6 @@ def _update_widget_size(self): else: vp_w, vp_h = base_width, base_height - content_width_px = base_width * self.zoom_level - new_width = int(max(vp_w, content_width_px * 1.2)) # extra buffer new_height = int(max(vp_h, base_height * self.zoom_level)) @@ -504,8 +515,10 @@ def update_params(self, params: dict): self.median_type = params["median_type"] self.show_dimensions = True - self.zoom_reset() # Auto-fit height on parameter change + # Keep last saved CAD height; do not auto-fit on parameter change. + self._update_widget_size() self.update() + QTimer.singleShot(0, self._center_horizontal_scroll) def mouseMoveEvent(self, event): """Handle mouse hover for both labels and structural elements""" @@ -533,24 +546,6 @@ def mouseMoveEvent(self, event): self.hovered_element = new_hovered_element self.update() - def register_hover_label(self, x, y, text, bg_color, text_color, font_size=9): - """lables for catching hover hovering""" - font_size = max(1, font_size) - font = QFont('Arial', font_size, QFont.Bold) - metrics = self.fontMetrics() - text_rect = metrics.boundingRect(text) - - padding = 5 - hover_rect = QRectF(x - padding, y - text_rect.height() - padding, - text_rect.width() + 2*padding + 20, text_rect.height() + 2*padding + 10) - - self.hover_labels.append((hover_rect, text, bg_color, text_color)) - return len(self.hover_labels) - 1 - - def draw_hover_label_if_active(self, painter, label_index, x, y, text, bg_color, text_color, font_size=9): - """label only if its being hovered""" - if self.hovered_label_index == label_index: - self.draw_text_with_background(painter, x, y, text, bg_color, text_color, font_size, True) def paintEvent(self, event): # Position buttons on first paint if not done yet @@ -1305,96 +1300,6 @@ def draw_side_assembly(is_left): hover_rect = QRectF(median_start_x, y_top_kerb - post_h, median_width_px, post_h + h_kerb) self.cross_section_hover_zones.append((hover_rect, 'median')) - def draw_median_crash_barriers(self, painter, median_start_x, median_end_x, deck_top_y, scale, median_color): - """DEPRECATED: Use draw_rcc_barrier_median or dispatcher instead.""" - pass - CONCRETE_COLOR = QColor(225, 225, 225) - - - # Dimensions - TOTAL_HEIGHT = 900.0 - TOP_WIDTH = 175.0 - BOTTOM_WIDTH = 350.0 - BASE_VERTICAL = 100.0 - - h = TOTAL_HEIGHT * scale - top_w = TOP_WIDTH * scale - bottom_w = BOTTOM_WIDTH * scale - base_v = BASE_VERTICAL * scale - - median_width_px = median_end_x - median_start_x - - # Check if barriers fit - if bottom_w * 2 > median_width_px: - fit_scale = median_width_px / (bottom_w * 2) * 0.9 - h *= fit_scale - top_w *= fit_scale - bottom_w *= fit_scale - base_v *= fit_scale - - gap = median_width_px - 2 * bottom_w - if gap < 5: - gap = 5 - bottom_w = (median_width_px - gap) / 2 - ratio = bottom_w / (BOTTOM_WIDTH * scale) - h *= ratio - top_w *= ratio - base_v *= ratio - - y = deck_top_y - y_base_top = y - base_v - y_mid = y - (350 * scale * (h / (TOTAL_HEIGHT * scale))) # proportional - y_top = y - h - - # Offsets - scale_ratio = bottom_w / (BOTTOM_WIDTH * scale) if BOTTOM_WIDTH * scale > 0 else 1 - right_at_mid = 250 * scale * scale_ratio - left_at_top = 50 * scale * scale_ratio - right_at_top = 225 * scale * scale_ratio - - # LEFT barrier - front faces LEFT (toward left carriageway) - # This is the mirrored version - x_left = median_start_x - - points_left = [ - QPointF(x_left, y), # bottom-left - QPointF(x_left + bottom_w, y), # bottom-right - QPointF(x_left + bottom_w, y_base_top), # right after base - QPointF(x_left + bottom_w - left_at_top, y_top), # top-right - QPointF(x_left + bottom_w - right_at_top, y_top), # top-left - QPointF(x_left + bottom_w - right_at_mid, y_mid), # left at middle - QPointF(x_left, y_base_top), # left after base - ] - - painter.setBrush(QBrush(self.MEDIAN_COLOR)) - painter.setPen(QPen(QColor(0, 0, 0), max(1.5, scale * 1.5))) - painter.drawPolygon(QPolygonF(points_left)) - - # RIGHT barrier - front faces RIGHT (toward right carriageway) - # This is the original orientation - x_right = median_end_x - bottom_w - - points_right = [ - QPointF(x_right, y), # bottom-left - QPointF(x_right + bottom_w, y), # bottom-right - QPointF(x_right + bottom_w, y_base_top), # right after base - QPointF(x_right + right_at_mid, y_mid), # right at middle - QPointF(x_right + right_at_top, y_top), # top-right - QPointF(x_right + left_at_top, y_top), # top-left - QPointF(x_right, y_base_top), # left after base - ] - - painter.setBrush(QBrush(QColor(221, 221, 221))) - painter.setPen(QPen(QColor(0, 0, 0), max(1.5, scale * 1.5))) - painter.drawPolygon(QPolygonF(points_right)) - # ---- Register hover zone for median ---- - hover_rect = QRectF( - median_start_x, - y_top, - median_end_x - median_start_x, - h - ) - self.cross_section_hover_zones.append((hover_rect, 'median')) def _get_crash_barrier_rendered_width_mm(self): """Return the actual crash barrier footprint width used by draw_crash_barrier.""" @@ -1409,23 +1314,20 @@ def _get_crash_barrier_rendered_width_mm(self): # Metallic crash barrier in draw_crash_barrier currently uses a 550 mm kerb base. return float(geo.get("kerb_bottom_width", 550.0)) + + def _compute_slope_offset(self, x, slope_start_x, slope_end_x): + """Compute parabolic camber offset at position x (0.5% cross slope).""" + if x < slope_start_x or x > slope_end_x: + return 0.0 + slope_mid_x = (slope_start_x + slope_end_x) / 2.0 + slope_span = max(1.0, slope_end_x - slope_start_x) + xi = (x - slope_mid_x) / (slope_span / 2.0) + slope_height = 0.005 * (slope_span / 2.0) + return -slope_height * (1.0 - xi ** 2) def draw_cross_section(self, painter): """Draw cross-section with median support and hover highlighting""" - GIRDER_COLOR = QColor(130, 130, 130) - STIFFENER_COLOR = QColor(210, 210, 205) - CROSS_BRACING_COLOR = QColor(250, 240, 211) - RAILING_COLOR = QColor(225, 225, 225) - BARRIER_COLOR = QColor(220, 220, 220) - - - MEDIAN_GREY = QColor(210, 210, 205) - CONCRETE_COLOR = QColor(225, 225, 225) - - END_DIAPHRAGM_COLOR = QColor(134, 134, 100) - BARRIER_GREY = QColor(221, 221, 221) # slightly dark grey - RAILING_GREY = QColor(221, 221, 221) is_preview = self.scale_factor < 1.0 if hasattr(self, 'scale_factor') else False @@ -1443,7 +1345,7 @@ def draw_cross_section(self, painter): left_fp_width = self.params['footpath_width'] if fp_config in ['left', 'both'] else 0 right_fp_width = self.params['footpath_width'] if fp_config in ['right', 'both'] else 0 - total_deck_width, num_fp = self.compute_deck_total_width() + total_deck_width, _ = self.compute_deck_total_width() # Reduced margins for better space utilization margin_x = 10 if is_preview else 80 @@ -1454,7 +1356,13 @@ def draw_cross_section(self, painter): self.params['deck_thickness'] + self.params['footpath_thickness'] + 800) - scale = min(scale_x, scale_y) + if is_preview: + scale = min(scale_x, scale_y) + else: + model_h = self._compute_model_height_mm() + if self._saved_cad_height_px is None: + self._saved_cad_height_px = max(1.0, model_h * scale_y * self.scale_factor) + scale = (self._saved_cad_height_px / max(model_h, 1e-9)) / max(self.scale_factor, 1e-9) # Apply scale factor for size adjustment (zoom_level already applied to width/height) scale = scale * self.scale_factor @@ -1551,17 +1459,9 @@ def draw_cross_section(self, painter): # start after left crash barrier and end before right crash barrier. slope_start_x = carriageway_start_x slope_end_x = carriageway_end_x - slope_span = max(1.0, slope_end_x - slope_start_x) - slope_mid_x = (slope_start_x + slope_end_x) / 2.0 - - # 0.5% of half carriageway width (parabolic camber) - slope_height = 0.005 * (slope_span / 2.0) - - def slope_offset(x): - if x < slope_start_x or x > slope_end_x: - return 0.0 - xi = (x - slope_mid_x) / (slope_span / 2.0) # normalize [-1,1] - return -slope_height * (1.0 - xi**2) + slope_height = 0.005 * (max(1.0, slope_end_x - slope_start_x) / 2.0) # for hover zone bounding boxes + + n = max(1, int(self.params['num_girders'])) deck_overhang_px = self.params.get('deck_overhang', 1000) * scale @@ -1575,7 +1475,7 @@ def slope_offset(x): else: positions = [center_x] - flange_half_px = (self.girder['flange_width'] * scale * self.girder_visual_scale['flange_width']) / 2.0 + flange_half_px = (self.girder['top_flange_width'] * scale * self.girder_visual_scale['flange_width']) / 2.0 min_allowed_x = deck_left_x + flange_half_px + 1 max_allowed_x = deck_right_x - flange_half_px - 1 positions = [max(min_allowed_x, min(max_allowed_x, p)) for p in positions] @@ -1590,7 +1490,7 @@ def slope_offset(x): # Check if deck is hovered (visible brightness) deck_hovered = (self.hovered_element == 'deck') - deck_color = QColor(240, 240, 240) if deck_hovered else CONCRETE_COLOR + deck_color = QColor(240, 240, 240) if deck_hovered else self.CONCRETE_COLOR @@ -1602,7 +1502,7 @@ def slope_offset(x): for i in range(num_points + 1): x = deck_slab_left + i * (deck_slab_right - deck_slab_left) / num_points - y_top = deck_top_y + slope_offset(x) + y_top = deck_top_y + self._compute_slope_offset(x, slope_start_x, slope_end_x) y_bottom = deck_bottom_y top_pts.append(QPointF(x, y_top)) @@ -1634,7 +1534,7 @@ def draw_wearing_segment(x_start, x_end, num_points=50): seg_bottom_pts = [] for i in range(num_points + 1): x = x_start + i * (x_end - x_start) / num_points - y_bottom = deck_top_y + slope_offset(x) + y_bottom = deck_top_y + self._compute_slope_offset(x, slope_start_x, slope_end_x) y_top = y_bottom - wc_thickness_px seg_top_pts.append(QPointF(x, y_top)) seg_bottom_pts.insert(0, QPointF(x, y_bottom)) @@ -1736,9 +1636,9 @@ def draw_wearing_segment(x_start, x_end, num_points=50): if median_present: median_center_x = (median_start_x + median_end_x) / 2 - median_y = deck_top_y + slope_offset(median_center_x) + median_y = deck_top_y + self._compute_slope_offset(median_center_x, slope_start_x, slope_end_x) - self.draw_median(painter, median_start_x, median_end_x, median_y, scale, MEDIAN_GREY) + self.draw_median(painter, median_start_x, median_end_x, median_y, scale, self.GIRDER_COLOR) # Draw the main deck bottom line solid (only the deck slab portion) painter.setPen(deck_outline_pen) @@ -1746,34 +1646,24 @@ def draw_wearing_segment(x_start, x_end, num_points=50): QPointF(deck_slab_right, deck_bottom_y)) # Draw side borders of the deck slab (left and right edges) - left_top_y = deck_top_y + slope_offset(deck_slab_left) - right_top_y = deck_top_y + slope_offset(deck_slab_right) + left_top_y = deck_top_y + self._compute_slope_offset(deck_slab_left, slope_start_x, slope_end_x) + right_top_y = deck_top_y + self._compute_slope_offset(deck_slab_right, slope_start_x, slope_end_x) painter.drawLine(QPointF(deck_slab_left, left_top_y), QPointF(deck_slab_left, deck_bottom_y)) painter.drawLine(QPointF(deck_slab_right, right_top_y), QPointF(deck_slab_right, deck_bottom_y)) + if 'top_flange_thickness' in self.girder and 'bottom_flange_thickness' in self.girder: + tf_top = self.girder['top_flange_thickness'] * scale * self.girder_visual_scale['flange_thickness'] + tf_bottom = self.girder['bottom_flange_thickness'] * scale * self.girder_visual_scale['flange_thickness'] + else: + tf_top = tf_bottom = self.girder['flange_thickness'] * scale * self.girder_visual_scale['flange_thickness'] # Draw girders and stiffeners for girder_x in positions: - self.draw_i_section(painter, girder_x, base_y, scale, GIRDER_COLOR) - self.draw_stiffeners(painter, girder_x, base_y, scale, STIFFENER_COLOR) + self.draw_i_section(painter, girder_x, base_y, scale, self.GIRDER_COLOR) + self.draw_stiffeners(painter, girder_x, base_y, scale, self.STIFFENER_COLOR) - # -------- 4.d CL OF BEARING (DASHED BLACK) -------- - # painter.setPen(QPen(QColor(0, 0, 0), 1.0, Qt.DashLine)) - # painter.setBrush(Qt.NoBrush) - - # for girder_x in positions: - # painter.drawLine( - # QPointF(girder_x, base_y), - # QPointF(girder_x, deck_bottom_y) - # ) - - # ---- Flange thickness (same as I-section) ---- - if 'top_flange_thickness' in self.girder and 'bottom_flange_thickness' in self.girder: - tf_top = self.girder['top_flange_thickness'] * scale * self.girder_visual_scale['flange_thickness'] - tf_bottom = self.girder['bottom_flange_thickness'] * scale * self.girder_visual_scale['flange_thickness'] - else: - tf_top = tf_bottom = self.girder['flange_thickness'] * scale * self.girder_visual_scale['flange_thickness'] + @@ -1847,10 +1737,10 @@ def draw_wearing_segment(x_start, x_end, num_points=50): p4 = QPointF(x1 - off_x_bs, top_L - off_y_bs) painter.setPen(Qt.NoPen) - painter.setBrush(QBrush(CROSS_BRACING_COLOR)) + painter.setBrush(QBrush(self.CROSS_BRACING_COLOR)) painter.drawPolygon(QPolygonF([p1, p2, p3, p4])) - painter.setPen(QPen(CROSS_BRACING_COLOR.darker(220), 1.5)) + painter.setPen(QPen(self.CROSS_BRACING_COLOR.darker(220), 1.5)) painter.drawLine(p1, p2) painter.drawLine(p4, p3) @@ -1870,10 +1760,10 @@ def draw_wearing_segment(x_start, x_end, num_points=50): p4 = QPointF(x1 - off_x_sl, bottom_L - off_y_sl) painter.setPen(Qt.NoPen) - painter.setBrush(QBrush(CROSS_BRACING_COLOR)) + painter.setBrush(QBrush(self.CROSS_BRACING_COLOR)) painter.drawPolygon(QPolygonF([p1, p2, p3, p4])) - painter.setPen(QPen(CROSS_BRACING_COLOR.darker(220), 1.5)) + painter.setPen(QPen(self.CROSS_BRACING_COLOR.darker(220), 1.5)) painter.drawLine(p1, p2) painter.drawLine(p4, p3) # Draw railings @@ -2150,12 +2040,9 @@ def add_professional_cross_section_dimensions(self, painter, deck_left_x, deck_r deck_center_x = (deck_slab_left + deck_slab_right) / 2 if deck_thick_px > 5: - # Use local curved deck top so the arrow spans the full visible thickness. - deck_width_px = deck_right_x - deck_left_x - mid_x = (deck_left_x + deck_right_x) / 2 - slope_height = 0.005 * (deck_width_px / 2) - xi = (deck_center_x - mid_x) / (deck_width_px / 2) if deck_width_px != 0 else 0.0 - local_deck_top_y = deck_top_y - slope_height * (1 - xi ** 2) + local_deck_top_y = deck_top_y + self._compute_slope_offset( + deck_center_x, carriageway_start_x, carriageway_end_x + ) painter.setPen(QPen(QColor(0, 0, 0), 0.8)) painter.drawLine(QPointF(deck_center_x, local_deck_top_y), QPointF(deck_center_x, deck_bottom_y)) @@ -2220,7 +2107,7 @@ def add_cross_section_hover_labels(self, painter, carriageway_start_x, carriagew cb_height = self.crash_barrier['height'] * scale visual = self.girder_visual_scale girder_depth_visual = self.girder['depth'] * scale * visual['depth'] - bf = self.girder['flange_width'] * scale * visual['flange_width'] + bf = self.girder['top_flange_width'] * scale * visual['flange_width'] # Common label line Y position (below girders) label_line_y = base_y + 25 @@ -2488,16 +2375,10 @@ def draw_i_section(self, painter, x, base_y, scale, girder_color): visual = self.girder_visual_scale d = self.girder['depth'] * scale * visual['depth'] - # Use top/bottom flange dimensions if available, else fall back to symmetric - if 'top_flange_width' in self.girder and 'bottom_flange_width' in self.girder: - bf_top = self.girder['top_flange_width'] * scale * visual['flange_width'] - tf_top = self.girder['top_flange_thickness'] * scale * visual['flange_thickness'] - bf_bottom = self.girder['bottom_flange_width'] * scale * visual['flange_width'] - tf_bottom = self.girder['bottom_flange_thickness'] * scale * visual['flange_thickness'] - else: - # Legacy symmetric section - bf_top = bf_bottom = self.girder['flange_width'] * scale * visual['flange_width'] - tf_top = tf_bottom = self.girder['flange_thickness'] * scale * visual['flange_thickness'] + bf_top = self.girder['top_flange_width'] * scale * visual['flange_width'] + tf_top = self.girder['top_flange_thickness'] * scale * visual['flange_thickness'] + bf_bottom = self.girder['bottom_flange_width'] * scale * visual['flange_width'] + tf_bottom = self.girder['bottom_flange_thickness'] * scale * visual['flange_thickness'] tw = self.girder['web_thickness'] * scale * visual['web_thickness'] @@ -2550,11 +2431,7 @@ def draw_stiffeners(self, painter, x, base_y, scale, stiffener_color): tw = self.girder['web_thickness'] * scale * visual['web_thickness'] - # Flange thickness (top) — MUST match depth scaling - if 'top_flange_thickness' in self.girder: - flange_thick = self.girder['top_flange_thickness'] * scale * visual['depth'] - else: - flange_thick = self.girder['flange_thickness'] * scale * visual['depth'] + flange_thick = self.girder['top_flange_thickness'] * scale * visual['depth'] girder_depth_visual = self.girder['depth'] * scale * visual['depth'] diff --git a/src/osdagbridge/desktop/ui/docks/cad_dual_view.py b/src/osdagbridge/desktop/ui/docks/cad_dual_view.py index 8208107a7..3cba047b1 100644 --- a/src/osdagbridge/desktop/ui/docks/cad_dual_view.py +++ b/src/osdagbridge/desktop/ui/docks/cad_dual_view.py @@ -23,6 +23,8 @@ def __init__(self, parent=None): self.top_zoom_level = 1.0 self.cross_visible = True self.top_visible = True + # Last mapped params from input dock; used to push only real changes. + self._last_mapped_params = {} self.setup_ui() def setup_ui(self): @@ -300,17 +302,35 @@ def update_from_osdag_inputs(self, input_dict): elif "barrier_height" in geom: params["median_height"] = geom["barrier_height"] - # Update both widgets with same parameters - self.cross_section_widget.update_params(params) - self.top_view_widget.update_params(params) + # Propagate only keys that actually changed to avoid unnecessary redraw/zoom resets. + changed_params = { + k: v for k, v in params.items() + if self._last_mapped_params.get(k) != v + } + if not changed_params: + return + + self._last_mapped_params.update(changed_params) + + # Span length only affects the top view plan geometry; avoid cross-section retriggers. + cross_section_params = {k: v for k, v in changed_params.items() if k != 'span_length'} + + if cross_section_params: + self.cross_section_widget.update_params(cross_section_params) + self.top_view_widget.update_params(changed_params) - def update_specific_param(self, param_key, value): - """ - Update a specific parameter without re-updating everything - Optimized for real-time updates - """ - params = {param_key: value} - self.cross_section_widget.update_params(params) - self.top_view_widget.update_params(params) \ No newline at end of file + # def update_specific_param(self, param_key, value): + # """ + # Update a specific parameter without re-updating everything + # Optimized for real-time updates + # """ + # if self._last_mapped_params.get(param_key) == value: + # return + + # params = {param_key: value} + # self._last_mapped_params[param_key] = value + # if param_key != 'span_length': + # self.cross_section_widget.update_params(params) + # self.top_view_widget.update_params(params) \ No newline at end of file From fe2a994a07f7d2ad1627641a89b6724a00f0bdfd Mon Sep 17 00:00:00 2001 From: Aditya-Donde Date: Mon, 4 May 2026 04:20:03 +0530 Subject: [PATCH 170/225] coorected deflection data mapping and deflection plots --- .../plate_girder/analysis_results.py | 98 ++++++++++++++++++- 1 file changed, 96 insertions(+), 2 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/analysis_results.py b/src/osdagbridge/core/bridge_types/plate_girder/analysis_results.py index e87b5954b..00f8116fc 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/analysis_results.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/analysis_results.py @@ -1198,11 +1198,11 @@ def _get_forces_df(self, load_case, girder_name, component): """Internal helper to build Internal Force DataFrame for a girder's elements.""" g_map, _ = self.build_girders(verbose=False) if girder_name not in g_map: return pd.DataFrame() - + elements = g_map[girder_name]["elements"] rows = [] unit = "kN" if "V" in component else "kNm" - + for eid in elements: try: val = float(self.ds.sel(Loadcase=load_case, Element=eid, Component=component)["forces"]) / 1000 @@ -1210,6 +1210,100 @@ def _get_forces_df(self, load_case, girder_name, component): except Exception: pass return pd.DataFrame(rows) + def _get_displacements_df(self, load_case: str, girder_name: str, component: str) -> pd.DataFrame: + """ + Build per-node displacement DataFrame for a girder and load case. + + Parameters + ---------- + load_case : str + Load case name as stored in the dataset Loadcase coordinate. + girder_name : str + Girder identifier, e.g. ``"G1"``. + component : str + Displacement component — ospgrillage stores these as ``"dx"``, + ``"dy"``, ``"dz"`` (translational) in the ``displacements`` + DataArray. + + Returns + ------- + pd.DataFrame + Columns: ``Node`` (int), ```` (float, mm). + Rows are sorted by node X-coordinate so the array aligns with + the longitudinal axis used by GirderGraphEngine. + Empty DataFrame on any failure. + """ + g_map, _ = self.build_girders(verbose=False) + if girder_name not in g_map: + return pd.DataFrame() + + node_path = g_map[girder_name]["path"] + + # Build node → X-coord map for sorting + nodes_coords, _, _ = self.build_grillage_connectivity() + + disp_da = self.ds.get("displacements") + if disp_da is None: + return pd.DataFrame() + + # ospgrillage stores static displacements (from ops.nodeDisp) under the + # single-letter components "x", "y", "z". The "dx"/"dy"/"dz" slots hold + # nodal velocity (ops.nodeVel) which is NaN for a static analysis. + # Map the graph-engine convention ("dy") to the live dataset key ("y"). + _DISP_COMPONENT_MAP = {"dx": "x", "dy": "y", "dz": "z"} + ds_component = _DISP_COMPONENT_MAP.get(component, component) + + rows = [] + for nid in node_path: + try: + val_m = float( + disp_da.sel( + Loadcase=load_case, Node=nid, Component=ds_component + ) + ) + x_coord = nodes_coords[nid][0] if nid in nodes_coords else 0.0 + rows.append({"Node": nid, "_x": x_coord, component: round(val_m * 1000, 6)}) + except Exception: + pass + + if not rows: + return pd.DataFrame() + + df = pd.DataFrame(rows).sort_values("_x").drop(columns="_x").reset_index(drop=True) + return df + + def _get_node_coords_df(self, girder_name: str) -> pd.DataFrame: + """ + Build per-node coordinate DataFrame for a girder. + + Parameters + ---------- + girder_name : str + Girder identifier, e.g. ``"G1"``. + + Returns + ------- + pd.DataFrame + Columns: ``Node`` (int), ``X (m)``, ``Y (m)``, ``Z (m)``. + Rows are sorted by X-coordinate (longitudinal axis). + Empty DataFrame if the girder is not found. + """ + nodes_coords, _, _ = self.build_grillage_connectivity() + g_map, _ = self.build_girders(verbose=False) + if girder_name not in g_map: + return pd.DataFrame() + + rows = [] + for nid in g_map[girder_name]["path"]: + if nid in nodes_coords: + x, y, z = nodes_coords[nid] + rows.append({"Node": nid, "X (m)": round(x, 6), "Y (m)": round(y, 6), "Z (m)": round(z, 6)}) + + if not rows: + return pd.DataFrame() + + return pd.DataFrame(rows).sort_values("X (m)").reset_index(drop=True) + def _get_girder_sw_df(self, girder_map, nodes): """Internal helper to build the Girder Self weight DataFrame.""" # 1. Identify magnitudes from bridge case From 03562b77df357c5061fdbaf75e8c0e8d26444802 Mon Sep 17 00:00:00 2001 From: Aditya-Donde Date: Tue, 5 May 2026 04:42:50 +0530 Subject: [PATCH 171/225] Implement CAD DTO generation with design-driven parameters and fix median carriageway width Co-authored-by: Faizan Khan --- .../plate_girder/plategirderbridge.py | 213 +++++++++++++++++- src/osdagbridge/desktop/ui/template_page.py | 124 +--------- 2 files changed, 207 insertions(+), 130 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py index c7b09dd97..356f6fa6e 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py @@ -2,7 +2,19 @@ import sqlite3 from pathlib import Path from .ui_fields import FrontendData -from .dto import ConcreteProperties, DeckLayoutProperties, GrillageGeometry, SectionProperties, SteelProperties, MaterialProperties, ConcreteProperties +from .dto import ( + ConcreteProperties, + DeckLayoutProperties, + GrillageGeometry, + SectionProperties, + SteelProperties, + MaterialProperties, + BridgeParametersDTO, + SectionDimsDTO, + ISectionDimsDTO, + ShearStudParamsDTO, + GirderSegmentDTO, +) from .defaults import ( DEFAULTS_DICT, DEFAULT_SPAN_M, @@ -151,6 +163,9 @@ def set_input(self, input_dict: dict) -> None: if k not in self._BASIC_INPUT_KEYS } + from pprint import pprint + pprint(input_dict) + # ───────────────────────────────────────────────────────────────────────── # Design pipeline # ───────────────────────────────────────────────────────────────────────── @@ -173,13 +188,35 @@ def design(self) -> None: self.add_live_loads() dataset = self.analyze() + sp = self.section_props + sr = self.sizing_result print( - f"[PlateGirderBridge.design] " - f"span={parsed['span']} m | overall_width={self.sizing_result.overall_width} m | " - f"girders={self.sizing_result.no_of_girders} | " - f"spacing={self.sizing_result.girder_spacing} m | " - f"overhang={self.sizing_result.deck_overhang} m | " - f"girder_depth={self.section_props['D']:.3f} m" + f"\n{'─'*60}\n" + f" PLATE GIRDER BRIDGE — DESIGN SUMMARY\n" + f"{'─'*60}\n" + f" Span : {parsed['span']:.1f} m\n" + f" Overall width : {sr.overall_width:.3f} m\n" + f" No. of girders : {sr.no_of_girders}\n" + f" Girder spacing : {sr.girder_spacing * 1e3:.1f} mm\n" + f" Deck overhang : {sr.deck_overhang * 1e3:.1f} mm\n" + f"{'─'*60}\n" + f" GIRDER CROSS-SECTION (all dimensions in mm)\n" + f"{'─'*60}\n" + f" Total depth D : {sp['D'] * 1e3:.1f}\n" + f" Web depth d_w : {sp['d_web'] * 1e3:.1f}\n" + f" Web thickness t_w : {sp['t_w'] * 1e3:.1f}\n" + f" Top flange width B_ft : {sp['B_top'] * 1e3:.1f}\n" + f" Top flange thk T_ft : {sp['t_f_top'] * 1e3:.1f}\n" + f" Bot flange width B_fb : {sp.get('B_bot', sp['B_top']) * 1e3:.1f}\n" + f" Bot flange thk T_fb : {sp.get('t_f_bot', sp['t_f_top']) * 1e3:.1f}\n" + f"{'─'*60}\n" + f" SECTION PROPERTIES (SI units)\n" + f"{'─'*60}\n" + f" Area A : {sp['Area']:.6f} m²\n" + f" I_z : {sp['I_z']:.6f} m⁴\n" + f" I_y : {sp['I_y']:.6f} m⁴\n" + f" I_t (J) : {sp['I_t']:.6f} m³\n" + f"{'─'*60}\n" ) self._run_dcr_checks(dataset) @@ -238,6 +275,13 @@ def _solve_bridge_layout(self, parsed: dict) -> None: changed_field="girders", ) + # Debug print for sizing result + print("[DEBUG] Bridge Layout Sizing Result:") + print(f" overall_width = {sizing_result.overall_width} m") + print(f" no_of_girders = {sizing_result.no_of_girders}") + print(f" girder_spacing = {sizing_result.girder_spacing} m") + print(f" deck_overhang = {sizing_result.deck_overhang} m") + symmetry = ( DEFAULT_GIRDER_SYMMETRY if parsed["design_mode"] == "Optimized" @@ -689,6 +733,161 @@ def get_result_handler(self) -> PlateGirderAnalysisResults: bridge=self.grillage_model, ) + def get_3d_cad_parameters(self) -> BridgeParametersDTO: + """ + Build a BridgeParametersDTO for 3D CAD rendering. + + Values sourced from: + - section_props / sizing_result — girder geometry (populated after design()) + - basic_inputs — span, carriageway width, footpath, median, skew angle + - additional_inputs — deck thickness + Fields not yet exposed through additional inputs default to sensible values. + + Must be called after design() has fully run. + """ + sp = self.section_props + sr = self.sizing_result + + # section_props are in SI metres; BridgeParametersDTO expects mm + D = sp["D"] * 1e3 + tw = sp["t_w"] * 1e3 + B_top = sp["B_top"] * 1e3 + t_f_top = sp["t_f_top"] * 1e3 + B_bot = sp.get("B_bot", sp["B_top"]) * 1e3 # fallback: symmetric + t_f_bot = sp.get("t_f_bot", sp["t_f_top"]) * 1e3 # fallback: symmetric + + span_mm = self._to_float(KEY_SPAN, DEFAULT_SPAN_M) * 1e3 + cw_each_way_m = self._to_float(KEY_CARRIAGEWAY_WIDTH, DEFAULT_CARRIAGEWAY_WIDTH_M) + skew = self._to_float(KEY_SKEW_ANGLE, 0.0) + + footpath_str = str(self.basic_inputs.get(KEY_FOOTPATH, "None")).strip() + include_median = str(self.basic_inputs.get(KEY_INCLUDE_MEDIAN, "No")).strip().lower() == "yes" + + if footpath_str in ("None", ""): + footpath_config = "NONE" + footpath_width_mm = 0.0 + railing_width_mm = 0.0 + elif "Both" in footpath_str: + footpath_config = "BOTH" + footpath_width_mm = DEFAULT_FOOTPATH_WIDTH * 1e3 + railing_width_mm = DEFAULT_RAILING_WIDTH * 1e3 + else: + footpath_config = "LEFT" + footpath_width_mm = DEFAULT_FOOTPATH_WIDTH * 1e3 + railing_width_mm = DEFAULT_RAILING_WIDTH * 1e3 + + # geometry.carriageway_width is entered as "Each way" in UI. + # For divided carriageway with median, CAD expects total traffic width. + cw_m = (2.0 * cw_each_way_m) if include_median else cw_each_way_m + cw_mm = cw_m * 1e3 + + deck_t_mm = deck_thickness_from_inputs(self.additional_inputs, _DEFAULT_DECK_THICKNESS_MM) * 1e3 + cross_bracing_mm = DEFAULT_CROSS_BRACING_SPACING * 1e3 + + girder_segment = GirderSegmentDTO( + length=span_mm, + D=D, + tw=tw, + T_ft=t_f_top, + T_fb=t_f_bot, + B_ft=B_top, + B_fb=B_bot, + ) + + _angle_dims = SectionDimsDTO(leg_h=100, leg_w=50, connection_type="LONGER_LEG") + _small_dims = SectionDimsDTO(leg_h=80, leg_w=40, connection_type="LONGER_LEG") + + return BridgeParametersDTO( + # --- Girder --- + span_length_L=span_mm, + girder_section_d=D, + girder_section_bf=B_top, + girder_section_bf_b=B_bot, + girder_section_tf=t_f_top, + girder_section_tf_b=t_f_bot, + girder_section_tw=tw, + num_girders=sr.no_of_girders, + girder_spacing=sr.girder_spacing * 1e3, + # --- Geometry --- + skew_angle=skew, + # --- Deck --- + carriageway_width=cw_mm, + deck_thickness=deck_t_mm, + footpath_config=footpath_config, + footpath_width=footpath_width_mm, + railing_width=railing_width_mm, + # --- Crash barrier (defaults until additional inputs wired) --- + barrier_type="Rigid", + crash_barrier_subtype="IRC-5R", + # --- Median --- + enable_median=include_median, + median_type="Metallic Crash Barrier", + # --- Railing (defaults) --- + rail_count=3, + railing_type="rcc", + # --- Intermediate stiffeners (defaults) --- + include_intermediate_stiffeners=True, + intermediate_stiffener_spacing=cross_bracing_mm / 2, + intermediate_stiffener_thickness=20.0, + intermediate_stiffener_outstand=None, + # --- End stiffeners (defaults) --- + num_end_stiffener_pairs=4, + end_stiffener_thickness=30.0, + end_stiffener_outstand=None, + # --- Longitudinal stiffeners (defaults) --- + include_longitudinal_stiffeners=False, + num_longitudinal_stiffeners=0, + longitudinal_stiffener_thickness=20.0, + longitudinal_stiffener_outstand=None, + # --- Cross bracing --- + cross_bracing_spacing=cross_bracing_mm, + bracing_type="X", + x_bracket_option="BOTH", + k_top_bracket=True, + diagonal_section_type="ANGLE", + diagonal_section_dims=_angle_dims, + diagonal_thickness=8.0, + top_chord_section_type="DOUBLE_CHANNEL", + top_chord_section_dims=_small_dims, + top_chord_thickness=8.0, + bottom_chord_section_type="ANGLE", + bottom_chord_section_dims=_small_dims, + bottom_chord_thickness=8.0, + # --- End diaphragm --- + end_diaphragm_type="Cross Bracing", + end_diaphragm_spacing=200, + end_diaphragm_bracing_type="X", + end_diaphragm_diagonal_section_type="ANGLE", + end_diaphragm_diagonal_section_dims=_angle_dims, + end_diaphragm_diagonal_thickness=8.0, + end_diaphragm_top_chord_section_type="CHANNEL", + end_diaphragm_top_chord_section_dims=_small_dims, + end_diaphragm_top_chord_thickness=8.0, + end_diaphragm_bottom_chord_section_type="ANGLE", + end_diaphragm_bottom_chord_section_dims=_small_dims, + end_diaphragm_bottom_chord_thickness=8.0, + end_diaphragm_section="I_SECTION", + end_diaphragm_dims=ISectionDimsDTO( + depth=D * 0.6, + flange_width=B_top, + web_thickness=tw, + flange_thickness=t_f_top, + ), + # --- Shear studs (defaults) --- + shear_stud_params=ShearStudParamsDTO( + base_diameter=50, + top_diameter=70, + base_height=100, + top_height=20, + num_per_section=3, + transverse_spacing=305, + pitch=500, + ), + # --- Girder segments (single uniform segment) --- + girder_segments=[girder_segment], + girder_segments_dict={}, + ) + def build_graph_engine( self, figure, diff --git a/src/osdagbridge/desktop/ui/template_page.py b/src/osdagbridge/desktop/ui/template_page.py index c8430b7f5..0cadd894c 100644 --- a/src/osdagbridge/desktop/ui/template_page.py +++ b/src/osdagbridge/desktop/ui/template_page.py @@ -19,130 +19,8 @@ from osdagbridge.core.bridge_types.plate_girder.ui_fields import FrontendData from osdagbridge.core.bridge_types.plate_girder.defaults import DEFAULTS_DICT from osdagbridge.core.utils.common import * -from osdagbridge.core.bridge_types.plate_girder.dto import( - BridgeParametersDTO, - SectionDimsDTO, - ISectionDimsDTO, - ShearStudParamsDTO, - GirderSegmentDTO, -) from osdagbridge.desktop.ui.utils.custom_widgets import ToolBarWidget -''' -Temporary DTO and will be removed once the backend is connected -''' -bridge_parameters = BridgeParametersDTO( - # --- Girder --- - span_length_L=25_000, - girder_section_d=900, - girder_section_bf=500, - girder_section_bf_b=500, - girder_section_tf=260, - girder_section_tf_b=260, - girder_section_tw=100, - num_girders=5, - girder_spacing=2_750, - - # --- Geometry --- - skew_angle=0, - - # --- Deck --- - carriageway_width=12_000, - deck_thickness=400, - footpath_config="BOTH", - footpath_width=1_500, - railing_width=300, - - # --- Crash Barrier --- - barrier_type="Semi-Rigid", - crash_barrier_subtype="Double W-beam", - - # --- Median --- - enable_median=True, - median_type="Metallic Crash Barrier", - - # --- Railing --- - rail_count=3, - railing_type="rcc", - - # --- Intermediate Stiffeners --- - include_intermediate_stiffeners=True, - intermediate_stiffener_spacing=2_000, - intermediate_stiffener_thickness=20, - intermediate_stiffener_outstand=None, - - # --- End Stiffeners --- - num_end_stiffener_pairs=4, - end_stiffener_thickness=30, - end_stiffener_outstand=None, - - # --- Longitudinal Stiffeners --- - include_longitudinal_stiffeners=True, - num_longitudinal_stiffeners=2, - longitudinal_stiffener_thickness=20, - longitudinal_stiffener_outstand=None, - - # --- Cross Bracing --- - cross_bracing_spacing=4_000, - bracing_type="X", - x_bracket_option="BOTH", - k_top_bracket=True, - - diagonal_section_type="ANGLE", - diagonal_section_dims=SectionDimsDTO(leg_h=100, leg_w=50, connection_type="LONGER_LEG"), - diagonal_thickness=5, - - top_chord_section_type="DOUBLE_CHANNEL", - top_chord_section_dims=SectionDimsDTO(leg_h=80, leg_w=40, connection_type="LONGER_LEG"), - top_chord_thickness=5, - - bottom_chord_section_type="ANGLE", - bottom_chord_section_dims=SectionDimsDTO(leg_h=80, leg_w=40, connection_type="LONGER_LEG"), - bottom_chord_thickness=5, - - # --- End Diaphragm --- - end_diaphragm_type="Cross Bracing", - end_diaphragm_spacing=100, - end_diaphragm_bracing_type="K", - - end_diaphragm_diagonal_section_type="ANGLE", - end_diaphragm_diagonal_section_dims=SectionDimsDTO(leg_h=100, leg_w=50, connection_type="LONGER_LEG"), - end_diaphragm_diagonal_thickness=5, - - end_diaphragm_top_chord_section_type="CHANNEL", - end_diaphragm_top_chord_section_dims=SectionDimsDTO(leg_h=80, leg_w=40, connection_type="LONGER_LEG"), - end_diaphragm_top_chord_thickness=5, - - end_diaphragm_bottom_chord_section_type="ANGLE", - end_diaphragm_bottom_chord_section_dims=SectionDimsDTO(leg_h=80, leg_w=40, connection_type="LONGER_LEG"), - end_diaphragm_bottom_chord_thickness=5, - - end_diaphragm_section="I_SECTION", - end_diaphragm_dims=ISectionDimsDTO(depth=800, flange_width=250, web_thickness=12, flange_thickness=100), - - shear_stud_params=ShearStudParamsDTO( - base_diameter=50, - top_diameter=70, - base_height=150, - top_height=50, - num_per_section=4, - transverse_spacing=305, - pitch=500, - ), - girder_segments=[ - GirderSegmentDTO( - length=25_000, - D=900, - tw=100, - T_ft=260, - T_fb=260, - B_ft=500, - B_fb=500, - ) - ], - girder_segments_dict=None, - ) - class CustomWindow(QWidget): def __init__(self, title: str, backend: object, parent=None): @@ -554,7 +432,7 @@ def common_design_func(self, trigger: str): self.plots_widget.link_output_dock(self.output_dock) # Render 3D cad using the parameters from Backend - self.cad_3d_widget.render_3d_cad(bridge_parameters) + self.cad_3d_widget.render_3d_cad(self.backend.get_3d_cad_parameters()) # Close-loading-popup--------------------------------------------- self._finish_loading() From 8222b289a791f5f255d5f7653b8051b2ea8c86e3 Mon Sep 17 00:00:00 2001 From: Aditya-Donde Date: Mon, 4 May 2026 05:29:26 +0530 Subject: [PATCH 172/225] fix: create footpath/railing loads when only one side is present --- .../bridge_types/plate_girder/analyser.py | 44 +++++++++++++++---- 1 file changed, 36 insertions(+), 8 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/analyser.py b/src/osdagbridge/core/bridge_types/plate_girder/analyser.py index 52e4a3049..0763bd928 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/analyser.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/analyser.py @@ -511,8 +511,9 @@ def create_footpath_load(self, model=None): if model is None: raise ValueError("Model is not available. Create model before adding loads.") - # If there is no footpath component in the layout, skip creating footpath load - if not self.layout.has_component("footpath_left") or not self.layout.has_component("footpath_right"): + # If neither footpath side exists, skip load creation entirely + sides_present = [s for s in ("left", "right") if self.layout.has_component(f"footpath_{s}")] + if not sides_present: warnings.warn("No footpath component in layout; skipping footpath load creation") self.footpath_load_case = None return None @@ -527,12 +528,20 @@ def create_footpath_load(self, model=None): DL_footpath = og.create_load_case(name="Footpath load") # ------------------------------------------------- - # Left & Right footpaths + # Only sides that exist in the layout # ------------------------------------------------- - for side in ("left", "right"): + for side in sides_present: # geometry from load manager geom = self.load_manager.footpath_load(side) + print( + f"[Footpath {side}] patch corners: " + f"p1(x={geom.p1.x:.3f}, z={geom.p1.z:.3f}) " + f"p2(x={geom.p2.x:.3f}, z={geom.p2.z:.3f}) " + f"p3(x={geom.p3.x:.3f}, z={geom.p3.z:.3f}) " + f"p4(x={geom.p4.x:.3f}, z={geom.p4.z:.3f})" + ) + # convert geometry → ospgrillage vertices p1 = og.create_load_vertex( x=geom.p1.x, z=geom.p1.z, p=footpath_mag @@ -610,6 +619,12 @@ def create_crash_barrier_load(self, model=None, barrier_load_kN_per_m: float | N # geometry from load manager geom = self.load_manager.crash_barrier_load(side) + print( + f"[Crash barrier {side}] line load: " + f"start(x={geom.start.x:.3f}, z={geom.start.z:.3f}) " + f"end(x={geom.end.x:.3f}, z={geom.end.z:.3f})" + ) + # convert geometry → ospgrillage vertices p1 = og.create_load_vertex( x=geom.start.x, z=geom.start.z, p=barrier_load @@ -657,8 +672,9 @@ def create_railing_load(self, model=None, railing_load_kN_per_m: float | None = if model is None: raise ValueError("Model is not available. Create model before adding loads.") - # If there is no railing component in the layout, skip creating railing load - if not self.layout.has_component("railing_left") or not self.layout.has_component("railing_right"): + # If neither railing side exists, skip load creation entirely + railing_sides_present = [s for s in ("left", "right") if self.layout.has_component(f"railing_{s}")] + if not railing_sides_present: warnings.warn("No railing component in layout; skipping railing load creation") self.railing_load_case = None return None @@ -674,12 +690,18 @@ def create_railing_load(self, model=None, railing_load_kN_per_m: float | None = DL_railing = og.create_load_case(name="Railing load") # ------------------------------------------------- - # Left & Right railings + # Only sides that exist in the layout # ------------------------------------------------- - for side in ("left", "right"): + for side in railing_sides_present: # geometry from load manager geom = self.load_manager.railing_load(side) + print( + f"[Railing {side}] line load: " + f"start(x={geom.start.x:.3f}, z={geom.start.z:.3f}) " + f"end(x={geom.end.x:.3f}, z={geom.end.z:.3f})" + ) + # convert geometry → ospgrillage vertices p1 = og.create_load_vertex( x=geom.start.x, z=geom.start.z, p=railing_udl @@ -743,6 +765,12 @@ def create_median_load(self, model=None, median_load_kN_per_m: float | None = No # ------------------------------------------------- geom = self.load_manager.median_line_load() + print( + f"[Median] line load: " + f"start(x={geom.start.x:.3f}, z={geom.start.z:.3f}) " + f"end(x={geom.end.x:.3f}, z={geom.end.z:.3f})" + ) + # ------------------------------------------------- # Convert geometry → ospgrillage vertices # ------------------------------------------------- From e6a2404a1502b58f54c25a9118865b159c0d813c Mon Sep 17 00:00:00 2001 From: Aditya-Donde Date: Wed, 6 May 2026 05:14:45 +0530 Subject: [PATCH 173/225] feat: add dead load combination case and fix single-side crash barrier --- .../bridge_types/plate_girder/analyser.py | 78 +++++++++++++++---- .../plate_girder/plategirderbridge.py | 48 ++++++------ 2 files changed, 87 insertions(+), 39 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/analyser.py b/src/osdagbridge/core/bridge_types/plate_girder/analyser.py index 0763bd928..e82327fc1 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/analyser.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/analyser.py @@ -322,7 +322,7 @@ def create_self_weight_load(self, model=None, L=None): end_beam = L A_girder_m2 = self.longitudinal_props.A beam_mag = girder_self_weight_kN_m(A_girder_m2, STEEL_UNIT_WEIGHT_kN_m3) * kN / m # N/m - + print(f"Self weight line load magnitude: {beam_mag:.2f} N/m") DL_self_weight = og.create_load_case(name="girder self weight") # iterate through all grillage transverse positions (except extreme edges) @@ -381,6 +381,7 @@ def create_deck_load(self, model=None, slab_thickness_m: float | None = None, # Load magnitude (UDL over area): t × ρ_concrete [kN/m²] # ------------------------------------------------- deck_mag = slab_dead_load_kN_m2(slab_thickness_m, rho_c) * kN / m**2 # N/m² + print(f"Deck slab load magnitude: {deck_mag:.2f} N/m²") # ------------------------------------------------- # Get geometry from load manager @@ -458,7 +459,7 @@ def create_wearing_course_load(self, model=None, edge_clearance=0.0, ) overlay_kw = {} if density_kN_m3 is None else {"density_kN_m3": density_kN_m3} overlay_mag = wearing_course_dead_load_kN_m2(thickness_m, **overlay_kw) * kN / m**2 # N/m² - + print(f"Wearing course load magnitude: {overlay_mag:.2f} N/m²") # -------------------------------- # Get geometry from geometry module # -------------------------------- @@ -521,6 +522,7 @@ def create_footpath_load(self, model=None): # Load magnitude — IRC 6:2017 Cl.206.1 (footway load) # ------------------------------------------------- footpath_mag = footpath_dead_load_kN_m2() * kN / m**2 # N/m² + print(f"Footpath load magnitude: {footpath_mag:.2f} N/m²") # ------------------------------------------------- # Create load case @@ -597,25 +599,27 @@ def create_crash_barrier_load(self, model=None, barrier_load_kN_per_m: float | N if model is None: raise ValueError("Model is not available. Create model before adding loads.") - # If there is no crash barrier component in the layout, skip creating crash barrier load - if not self.layout.has_component("crash_barrier_left") or not self.layout.has_component("crash_barrier_right"): + # If neither crash barrier side exists, skip load creation entirely + sides_present = [s for s in ("left", "right") if self.layout.has_component(f"crash_barrier_{s}")] + if not sides_present: warnings.warn("No crash barrier component in layout; skipping crash barrier load creation") self.crash_barrier_load_case = None return None + # ------------------------------------------------- # Load magnitude — from input or IRC 5:2015 default (crash_barrier.geometry) # ------------------------------------------------- barrier_load = crash_barrier_dead_load_kN_m(barrier_load_kN_per_m) * kN / m - + print(f"Crash barrier line load magnitude: {barrier_load:.2f} N/m") # ------------------------------------------------- # Create load case # ------------------------------------------------- DL_barrier = og.create_load_case(name="Crash barrier load") # ------------------------------------------------- - # Left & Right barriers + # Only sides that exist in the layout # ------------------------------------------------- - for side in ("left", "right"): + for side in sides_present: # geometry from load manager geom = self.load_manager.crash_barrier_load(side) @@ -683,6 +687,7 @@ def create_railing_load(self, model=None, railing_load_kN_per_m: float | None = # Load magnitude — from user input or IRC 6:2017 Cl.206.5 default (railing.geometry) # ------------------------------------------------- railing_udl = railing_dead_load_kN_m(railing_load_kN_per_m) * kN / m # N/m + print(f"Railing line load magnitude: {railing_udl:.2f} N/m") # ------------------------------------------------- # Create load case @@ -753,6 +758,7 @@ def create_median_load(self, model=None, median_load_kN_per_m: float | None = No # Load magnitude — from input or default (median.geometry) # ------------------------------------------------- median_udl = median_dead_load_kN_m(median_load_kN_per_m) * kN / m + print(f"Median line load magnitude: {median_udl:.2f} N/m") # If there is no median component in the layout, skip creating median load if not self.layout.has_component("median"): @@ -803,6 +809,53 @@ def create_median_load(self, model=None, median_load_kN_per_m: float | None = No return DL_median + # ============================================================ + # Dead Load Combination + # ============================================================ + + def create_dead_load_combination(self, model=None, load_factor=1.0): + """ + Creates a single ``"DL"`` load case by adding all individual dead-load + sub-case loads into it. + + Must be called after all individual dead-load methods have been invoked. + Sub-cases that were skipped (returned ``None``) are automatically excluded. + """ + model = model or self.model + if model is None: + raise ValueError("Model is not available. Create model before adding loads.") + + _DL_ATTRS = [ + "self_weight_load_case", + "deck_load_case", + "overlay_load_case", + "footpath_load_case", + "crash_barrier_load_case", + "railing_load_case", + "median_load_case", + ] + + DL_combined = og.create_load_case(name=f"{load_factor} DL") + added = False + + for attr in _DL_ATTRS: + lc = getattr(self, attr, None) + if lc is not None: + for entry in lc.load_groups: + DL_combined.add_load(entry["load"]) + added = True + + if not added: + warnings.warn( + "create_dead_load_combination: no dead-load sub-cases found. " + "Call the individual dead-load creation methods first." + ) + return None + + model.add_load_case(DL_combined, load_factor=load_factor) + self.dead_load_combination = DL_combined + return DL_combined + # ============================================================ # Live Load # ============================================================ @@ -1235,17 +1288,7 @@ def analyze(self, model=None): model.analyze() - # Get ALL loadcases results = model.get_results() - - # ✅ DEBUG: Show all detected loadcases - # print(results.coords["Loadcase"].values) - - # print("Results dataset:") - # print(results) - - self.dataset = results - return results def plot(self, model=None): @@ -1383,6 +1426,7 @@ def plot(self, model=None): bridge.create_crash_barrier_load() bridge.create_railing_load() bridge.create_median_load() + bridge.create_dead_load_combination() bridge.vehicle_lane_coordinates() bridge.create_vehicle_load_cases() bridge.add_vehicle_load_cases_from_combinations() diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py index 356f6fa6e..877a5494d 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py @@ -191,17 +191,17 @@ def design(self) -> None: sp = self.section_props sr = self.sizing_result print( - f"\n{'─'*60}\n" - f" PLATE GIRDER BRIDGE — DESIGN SUMMARY\n" - f"{'─'*60}\n" + f"\n{'-'*60}\n" + f" PLATE GIRDER BRIDGE - DESIGN SUMMARY\n" + f"{'-'*60}\n" f" Span : {parsed['span']:.1f} m\n" f" Overall width : {sr.overall_width:.3f} m\n" f" No. of girders : {sr.no_of_girders}\n" f" Girder spacing : {sr.girder_spacing * 1e3:.1f} mm\n" f" Deck overhang : {sr.deck_overhang * 1e3:.1f} mm\n" - f"{'─'*60}\n" + f"{'-'*60}\n" f" GIRDER CROSS-SECTION (all dimensions in mm)\n" - f"{'─'*60}\n" + f"{'-'*60}\n" f" Total depth D : {sp['D'] * 1e3:.1f}\n" f" Web depth d_w : {sp['d_web'] * 1e3:.1f}\n" f" Web thickness t_w : {sp['t_w'] * 1e3:.1f}\n" @@ -209,14 +209,14 @@ def design(self) -> None: f" Top flange thk T_ft : {sp['t_f_top'] * 1e3:.1f}\n" f" Bot flange width B_fb : {sp.get('B_bot', sp['B_top']) * 1e3:.1f}\n" f" Bot flange thk T_fb : {sp.get('t_f_bot', sp['t_f_top']) * 1e3:.1f}\n" - f"{'─'*60}\n" + f"{'-'*60}\n" f" SECTION PROPERTIES (SI units)\n" - f"{'─'*60}\n" - f" Area A : {sp['Area']:.6f} m²\n" - f" I_z : {sp['I_z']:.6f} m⁴\n" - f" I_y : {sp['I_y']:.6f} m⁴\n" - f" I_t (J) : {sp['I_t']:.6f} m³\n" - f"{'─'*60}\n" + f"{'-'*60}\n" + f" Area A : {sp['Area']:.6f} m^2\n" + f" I_z : {sp['I_z']:.6f} m^4\n" + f" I_y : {sp['I_y']:.6f} m^4\n" + f" I_t (J) : {sp['I_t']:.6f} m^3\n" + f"{'-'*60}\n" ) self._run_dcr_checks(dataset) @@ -488,6 +488,8 @@ def add_dead_loads(self) -> None: 4. Footpath — patch load on footpath strips (skipped if none) 5. Crash barrier — line load at each barrier centreline (skipped if none) 6. Railing — line load at each railing centreline (skipped if none) + 7. Median — line load at median centreline (skipped if none) + 8. DL combination — combines all above into a single "DL" load case Must be called after setup_grillage() has built and registered the model. """ @@ -498,13 +500,15 @@ def add_dead_loads(self) -> None: barrier_load_kN_m = crash_barrier_load_from_inputs(self.additional_inputs) railing_load_kN_m = railing_load_from_inputs(self.additional_inputs) - m = self.grillage_model - m.create_self_weight_load() - m.create_deck_load(slab_thickness_m=deck_t_m) - m.create_wearing_course_load(thickness_m=wc_t_m, density_kN_m3=wc_rho) - m.create_footpath_load() - m.create_crash_barrier_load(barrier_load_kN_per_m=barrier_load_kN_m) - m.create_railing_load(railing_load_kN_per_m=railing_load_kN_m) + model = self.grillage_model + model.create_self_weight_load() + model.create_deck_load(slab_thickness_m=deck_t_m) + model.create_wearing_course_load(thickness_m=wc_t_m, density_kN_m3=wc_rho) + model.create_footpath_load() + model.create_crash_barrier_load(barrier_load_kN_per_m=barrier_load_kN_m) + model.create_railing_load(railing_load_kN_per_m=railing_load_kN_m) + model.create_median_load() + model.create_dead_load_combination(load_factor=1.0) # ───────────────────────────────────────────────────────────────────────── # Live loads — vehicle and moving loads applied after the grillage model @@ -518,9 +522,9 @@ def add_live_loads(self) -> None: Must be called after setup_grillage() has built and registered the model. """ - m = self.grillage_model - m.add_vehicle_load_cases_from_combinations() - m.create_moving_vehicle_load_cases() + model = self.grillage_model + model.add_vehicle_load_cases_from_combinations() + model.create_moving_vehicle_load_cases() def vehicle_lane_coordinates(self) -> list: """ From 687ce3904e0a959dc1ba6b68f08d26071bed6217 Mon Sep 17 00:00:00 2001 From: Aditya-Donde Date: Wed, 6 May 2026 05:50:11 +0530 Subject: [PATCH 174/225] refactor: replace table_B2/B3 with dict lookup and add ULS/SLS load combination generators --- .../bridge_types/plate_girder/designer.py | 10 +- src/osdagbridge/core/utils/codes/irc6_2017.py | 441 +++++++++++------- 2 files changed, 283 insertions(+), 168 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/designer.py b/src/osdagbridge/core/bridge_types/plate_girder/designer.py index c0a2aa86c..5f0d902c4 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/designer.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/designer.py @@ -504,7 +504,7 @@ def _as_float(arr): M_const_kNm = 0.0 else: # IRC 6:2017 Table B.2 — ULS partial factor for dead load (adding, basic combination). - gamma_dl = IRC6_2017.table_B2(load_type="dead_load", effect="adding", combination="basic") + gamma_dl = IRC6_2017.table_B2(load_type="dead_load", qualifier="adding", combination="basic") M_const_kNm = (construction_mz * gamma_dl) / 1000.0 # ------------------------------------------------------------------ @@ -636,8 +636,8 @@ def apply_load_factors( vehicle_class: str = KEY_VEHICLE[0], # default Class 70R(W) ) -> DemandEnvelope: # IRC 6:2017 Table B.2 (ULS basic) — γDL = 1.35, γLL(leading) = 1.50. - gamma_dl = IRC6_2017.table_B2(load_type="dead_load", effect="adding", combination="basic") - gamma_ll = IRC6_2017.table_B2(load_type="live_load", load_category="leading", combination="basic") + gamma_dl = IRC6_2017.table_B2(load_type="dead_load", qualifier="adding", combination="basic") + gamma_ll = IRC6_2017.table_B2(load_type="live_load", qualifier="leading", combination="basic") # IRC 6:2017 Cl.208.2 / 208.3 — impact factor by vehicle class. if vehicle_class in (KEY_VEHICLE[0], KEY_VEHICLE[1]): # Class 70R(W) / 70R(T) impact = 1.0 + IRC6_2017.cl_208_3_impact_factor(span_m) @@ -1502,8 +1502,8 @@ def _example_demands(config: BridgeConfig) -> DemandEnvelope: V_dead_kN = w_dead_total * L_m / 2.0 # IRC 6:2017 Table B.2 (ULS basic) — partial safety factors. - gamma_dl = IRC6_2017.table_B2(load_type="dead_load", effect="adding", combination="basic") - gamma_ll = IRC6_2017.table_B2(load_type="live_load", load_category="leading", combination="basic") + gamma_dl = IRC6_2017.table_B2(load_type="dead_load", qualifier="adding", combination="basic") + gamma_ll = IRC6_2017.table_B2(load_type="live_load", qualifier="leading", combination="basic") # IRC 6:2017 Cl.208.3 — impact factor for Class 70R(W) wheel loading. impact_fraction = IRC6_2017.cl_208_3_impact_factor(L_m) impact_multiplier = 1.0 + impact_fraction diff --git a/src/osdagbridge/core/utils/codes/irc6_2017.py b/src/osdagbridge/core/utils/codes/irc6_2017.py index 847f54981..a45988b18 100644 --- a/src/osdagbridge/core/utils/codes/irc6_2017.py +++ b/src/osdagbridge/core/utils/codes/irc6_2017.py @@ -1428,181 +1428,296 @@ def cl_218_5_1(zone, soil_type, dead_load_kN, live_load_kN=0.0, # ANNEX B: PARTIAL SAFETY FACTORS FOR LOADS # ========================================================================= - @staticmethod - def table_B2(load_type, effect='adding', load_category='leading', combination='basic'): - """ - Returns the partial safety factor for ULS (Ultimate Limit State) as per - IRC:6-2017 Table B.2. - - Parameters: - load_type (str): Type of load - 'dead_load', 'surfacing', 'live_load', - 'wind_load', 'thermal_load', or 'seismic' - effect (str): 'adding' or 'relieving' (for dead_load and surfacing) - load_category (str): 'leading', 'accompanying', or 'construction' - (for live_load, wind_load, thermal_load) - combination (str): 'basic', 'accidental', or 'seismic' - - Returns: - float: Partial safety factor (None if not applicable) - """ - load_type_lower = load_type.strip().lower() - effect_lower = effect.strip().lower() - load_category_lower = load_category.strip().lower() - combination_lower = combination.strip().lower() - + # IRC:6-2017 Table B.2 — Partial Safety Factor for Verification of Structural Strength + # key: (load_type, qualifier) → {combination: γ} + # qualifier: sub-row label (effect or load_category); None for single-row entries + # None value means not applicable ('-' in table); 'refer_note_2' follows table footnote + _TABLE_B2 = { + # 1. Permanent Loads # 1.1 Dead Load, Snow load (if present), SIDL except surfacing - if load_type_lower == 'dead_load': - factors = { - 'adding': {'basic': 1.35, 'accidental': 1.0, 'seismic': 1.35}, - 'relieving': {'basic': 1.0, 'accidental': 1.0, 'seismic': 1.0}, - } - if effect_lower not in factors: - raise ValueError(f"Invalid effect '{effect}'. Must be 'adding' or 'relieving'.") - if combination_lower not in factors[effect_lower]: - raise ValueError(f"Invalid combination '{combination}'.") - return factors[effect_lower][combination_lower] - + ('dead_load', 'adding'): {'basic': 1.35, 'accidental': 1.0, 'seismic': 1.35}, + ('dead_load', 'relieving'): {'basic': 1.0, 'accidental': 1.0, 'seismic': 1.0 }, # 1.2 Surfacing - elif load_type_lower == 'surfacing': - factors = { - 'adding': {'basic': 1.75, 'accidental': 1.0, 'seismic': 1.75}, - 'relieving': {'basic': 1.0, 'accidental': 1.0, 'seismic': 1.0}, - } - if effect_lower not in factors: - raise ValueError(f"Invalid effect '{effect}'. Must be 'adding' or 'relieving'.") - if combination_lower not in factors[effect_lower]: - raise ValueError(f"Invalid combination '{combination}'.") - return factors[effect_lower][combination_lower] - - # 2.1 Carriageway Live load and associated loads - elif load_type_lower == 'live_load': - factors = { - 'leading': {'basic': 1.5, 'accidental': 0.75, 'seismic': None}, - 'accompanying': {'basic': 1.15, 'accidental': 0.2, 'seismic': 0.2}, - 'construction': {'basic': 1.35, 'accidental': 1.0, 'seismic': 1.0}, - } - if load_category_lower not in factors: - raise ValueError(f"Invalid load_category '{load_category}'. Must be 'leading', 'accompanying', or 'construction'.") - if combination_lower not in factors[load_category_lower]: - raise ValueError(f"Invalid combination '{combination}'.") - return factors[load_category_lower][combination_lower] - + ('surfacing', 'adding'): {'basic': 1.75, 'accidental': 1.0, 'seismic': 1.75}, + ('surfacing', 'relieving'): {'basic': 1.0, 'accidental': 1.0, 'seismic': 1.0 }, + # 1.3 Prestress and Secondary effect of prestress + ('prestress', None): {'basic': 1.5, 'accidental': 'refer_note_2','seismic': None}, + # 1.4 Back-fill Weight + ('backfill_weight', 'adverse'): {'basic': 1.35, 'accidental': 1.0, 'seismic': 1.0 }, + ('backfill_weight', 'relieving'): {'basic': 1.0, 'accidental': 1.0, 'seismic': 1.0 }, + # 1.5 Earth Pressure + ('earth_pressure', 'adding'): {'basic': 1.5, 'accidental': 1.0, 'seismic': 1.0 }, + ('earth_pressure', 'relieving'): {'basic': 1.0, 'accidental': 1.0, 'seismic': 1.0 }, + # 2. Variable Loads + # 2.1 Carriageway Live load + associated loads (braking, tractive, centrifugal) + Footway live load + ('live_load', 'leading'): {'basic': 1.5, 'accidental': 0.75, 'seismic': None}, + ('live_load', 'accompanying'): {'basic': 1.15, 'accidental': 0.2, 'seismic': 0.2 }, + ('live_load', 'construction'): {'basic': 1.35, 'accidental': 1.0, 'seismic': 1.0 }, # 2.2 Wind Load during service and construction - elif load_type_lower == 'wind_load': - factors = { - 'leading': {'basic': 1.5, 'accidental': None, 'seismic': None}, - 'accompanying': {'basic': 0.9, 'accidental': None, 'seismic': None}, - } - if load_category_lower not in factors: - raise ValueError(f"Invalid load_category '{load_category}'. Must be 'leading' or 'accompanying'.") - if combination_lower not in factors[load_category_lower]: - raise ValueError(f"Invalid combination '{combination}'.") - return factors[load_category_lower][combination_lower] - + ('wind_load', 'leading'): {'basic': 1.5, 'accidental': None, 'seismic': None}, + ('wind_load', 'accompanying'): {'basic': 0.9, 'accidental': None, 'seismic': None}, + # 2.3 Live Load Surcharge effects (as accompanying load) + ('live_load_surcharge', None): {'basic': 1.2, 'accidental': 0.2, 'seismic': 0.2 }, + # 2.4 Construction Dead Load (launching girder, truss, cantilever construction equipment) + ('construction_dead_load',None): {'basic': 1.35, 'accidental': 1.0, 'seismic': 1.35}, # 2.5 Thermal Loads - elif load_type_lower == 'thermal_load': - factors = { - 'leading': {'basic': 1.5, 'accidental': None, 'seismic': None}, - 'accompanying': {'basic': 0.9, 'accidental': 0.5, 'seismic': 0.5}, - } - if load_category_lower not in factors: - raise ValueError(f"Invalid load_category '{load_category}'. Must be 'leading' or 'accompanying'.") - if combination_lower not in factors[load_category_lower]: - raise ValueError(f"Invalid combination '{combination}'.") - return factors[load_category_lower][combination_lower] - + ('thermal_load', 'leading'): {'basic': 1.5, 'accidental': None, 'seismic': None}, + ('thermal_load', 'accompanying'): {'basic': 0.9, 'accidental': 0.5, 'seismic': 0.5 }, + # 3. Accidental Loads + # 3.1 Vehicle collision + ('vehicle_collision', None): {'basic': None, 'accidental': 1.0, 'seismic': None}, + # 3.2 Barge Impact + ('barge_impact', None): {'basic': None, 'accidental': 1.0, 'seismic': None}, + # 3.3 Impact due to floating bodies + ('floating_bodies', None): {'basic': None, 'accidental': 1.0, 'seismic': None}, # 4. Seismic Effect - elif load_type_lower == 'seismic': - # load_category used as 'service' or 'construction' for seismic - factors = { - 'service': 1.5, - 'construction': 0.75, - } - if load_category_lower not in factors: - raise ValueError(f"Invalid condition '{load_category}'. Must be 'service' or 'construction'.") - return factors[load_category_lower] - - else: - raise ValueError( - f"Invalid load_type '{load_type}'. Must be 'dead_load', 'surfacing', " - "'live_load', 'wind_load', 'thermal_load', or 'seismic'." - ) + ('seismic', 'service'): {'basic': None, 'accidental': None, 'seismic': 1.5 }, + ('seismic', 'construction'): {'basic': None, 'accidental': None, 'seismic': 0.75}, + } @staticmethod - def table_B3(load_type, effect='adding', load_category='leading', combination='rare'): + def table_B2(load_type, qualifier=None, combination='basic'): """ - Returns the partial safety factor for SLS (Serviceability Limit State) as per - IRC:6-2017 Table B.3. - - Parameters: - load_type (str): Type of load - 'dead_load', 'surfacing', 'live_load', - 'thermal_load', or 'wind_load' - effect (str): 'adding' or 'relieving' (for surfacing) - load_category (str): 'leading' or 'accompanying' (for live_load, thermal_load, wind_load) - combination (str): 'rare', 'frequent', or 'quasi_permanent' - + IRC:6-2017 Table B.2 — Partial Safety Factor for Verification of Structural Strength. + + Args: + load_type (str): Load type key (see _TABLE_B2 for valid values). + qualifier (str | None): Sub-row label — effect ('adding', 'relieving', 'adverse') + or load category ('leading', 'accompanying', 'construction', 'service'). + Pass None for single-row load types (e.g. 'prestress', 'live_load_surcharge'). + combination (str): 'basic', 'accidental', or 'seismic'. + Returns: - float: Partial safety factor (None if not applicable) + float | None | str: Partial safety factor, None (not applicable), or 'refer_note_2'. """ - load_type_lower = load_type.strip().lower() - effect_lower = effect.strip().lower() - load_category_lower = load_category.strip().lower() - combination_lower = combination.strip().lower() - - # 1.1 Dead Load, Snow load if present, SIDL except surfacing and back fill weight - if load_type_lower == 'dead_load': - return 1.0 # Always 1.0 for all SLS combinations - - # 1.2 Surfacing - elif load_type_lower == 'surfacing': - factors = { - 'adding': {'rare': 1.2, 'frequent': 1.2, 'quasi_permanent': 1.2}, - 'relieving': {'rare': 1.0, 'frequent': 1.0, 'quasi_permanent': 1.0}, + key = (load_type.strip().lower(), qualifier.strip().lower() if qualifier else None) + return IRC6_2017._TABLE_B2[key][combination.strip().lower()] + + @staticmethod + def uls_load_combinations() -> list[dict]: + """ + Generate all valid ULS load combinations per IRC:6-2017 Table B.2. + + Active load types + ----------------- + Permanent : dead_load, surfacing + Variable : live_load, wind_load, thermal_load + Accidental: vehicle_collision, barge_impact, floating_bodies (one at a time) + Seismic : seismic (service and construction separately) + + Skipped : prestress, backfill_weight, earth_pressure, + live_load_surcharge, construction_dead_load + + Permanent load rule + ------------------- + dead_load and surfacing each carry BOTH factors in every combination: + {'adding': γ_add, 'relieving': γ_rel} + Adding and relieving are mutually exclusive within a single check — + the caller applies whichever direction the load effect takes at that + cross-section. dead_load and surfacing always share the same effect + direction (both adding or both relieving together). + + Variable load rule + ------------------ + Exactly one variable load is 'leading'; the rest are 'accompanying'. + A permutation is excluded when the leading factor is None (not applicable + in that combination type). Consequently: + - Basic : 3 permutations + - Accidental : 3 accidental loads × 1 valid leading (live_load only) = 3 + - Seismic : 2 service conditions (all variable loads accompanying) + + Returns + ------- + list[dict] Each entry contains: + 'name' : str — human-readable label + 'combination_type' : str — 'basic' | 'accidental' | 'seismic' + 'factors' : dict — permanent loads as {'adding': γ, 'relieving': γ}; + variable/accidental/seismic loads as flat γ (or None) + """ + γ = IRC6_2017.table_B2 + + VARIABLE_LOADS = ['live_load', 'wind_load', 'thermal_load'] + ACCIDENTAL_LOADS = ['vehicle_collision', 'barge_impact', 'floating_bodies'] + + def perm_pair(load_type, combo): + return { + 'adding': γ(load_type, 'adding', combo), + 'relieving': γ(load_type, 'relieving', combo), } - if effect_lower not in factors: - raise ValueError(f"Invalid effect '{effect}'. Must be 'adding' or 'relieving'.") - if combination_lower not in factors[effect_lower]: - raise ValueError(f"Invalid combination '{combination}'.") - return factors[effect_lower][combination_lower] - - # 3.1 Carriageway load and associated loads - elif load_type_lower == 'live_load': - factors = { - 'leading': {'rare': 1.0, 'frequent': 0.75, 'quasi_permanent': None}, - 'accompanying': {'rare': 0.75, 'frequent': 0.2, 'quasi_permanent': 0}, + + combinations = [] + + # ── Basic Combination ───────────────────────────────────────────────── + perm_basic = { + 'dead_load': perm_pair('dead_load', 'basic'), + 'surfacing': perm_pair('surfacing', 'basic'), + } + for leading in VARIABLE_LOADS: + var = { + vl: γ(vl, 'leading' if vl == leading else 'accompanying', 'basic') + for vl in VARIABLE_LOADS } - if load_category_lower not in factors: - raise ValueError(f"Invalid load_category '{load_category}'. Must be 'leading' or 'accompanying'.") - if combination_lower not in factors[load_category_lower]: - raise ValueError(f"Invalid combination '{combination}'.") - return factors[load_category_lower][combination_lower] - + if var[leading] is None: + continue + combinations.append({ + 'name': f'Basic — {leading} leading', + 'combination_type': 'basic', + 'factors': {**perm_basic, **var}, + }) + + # ── Accidental Combination ──────────────────────────────────────────── + perm_acc = { + 'dead_load': perm_pair('dead_load', 'accidental'), + 'surfacing': perm_pair('surfacing', 'accidental'), + } + for acc in ACCIDENTAL_LOADS: + for leading in VARIABLE_LOADS: + var = { + vl: γ(vl, 'leading' if vl == leading else 'accompanying', 'accidental') + for vl in VARIABLE_LOADS + } + if var[leading] is None: + continue + combinations.append({ + 'name': f'Accidental ({acc}) — {leading} leading', + 'combination_type': 'accidental', + 'factors': {**perm_acc, **var, acc: γ(acc, None, 'accidental')}, + }) + + # ── Seismic Combination ─────────────────────────────────────────────── + perm_seis = { + 'dead_load': perm_pair('dead_load', 'seismic'), + 'surfacing': perm_pair('surfacing', 'seismic'), + } + var_seis = {vl: γ(vl, 'accompanying', 'seismic') for vl in VARIABLE_LOADS} + for condition in ['service', 'construction']: + combinations.append({ + 'name': f'Seismic ({condition}) — all variable loads accompanying', + 'combination_type': 'seismic', + 'factors': {**perm_seis, **var_seis, 'seismic': γ('seismic', condition, 'seismic')}, + }) + + return combinations + + # IRC:6-2017 Table B.3 — Partial Safety Factor for Verification of Serviceability Limit State + # Skipped: earth_pressure, prestress, shrinkage_creep, settlement, live_load_surcharge, + # hydraulic_loads (water_current, wave_pressure, buoyancy) + _TABLE_B3 = { + # 1. Permanent Loads + # 1.1 Dead Load, Snow load if present, SIDL except surfacing and back fill weight + ('dead_load', None): {'rare': 1.0, 'frequent': 1.0, 'quasi_permanent': 1.0 }, + # 1.2 Surfacing + ('surfacing', 'adding'): {'rare': 1.2, 'frequent': 1.2, 'quasi_permanent': 1.2 }, + ('surfacing', 'relieving'): {'rare': 1.0, 'frequent': 1.0, 'quasi_permanent': 1.0 }, + # 3. Variable Loads + # 3.1 Carriageway Live load + associated loads (braking, tractive, centrifugal) + Footway live load + ('live_load', 'leading'): {'rare': 1.0, 'frequent': 0.75, 'quasi_permanent': None}, + ('live_load', 'accompanying'): {'rare': 0.75, 'frequent': 0.2, 'quasi_permanent': 0 }, # 3.2 Thermal Load - elif load_type_lower == 'thermal_load': - factors = { - 'leading': {'rare': 1.0, 'frequent': 0.60, 'quasi_permanent': None}, - 'accompanying': {'rare': 0.60, 'frequent': 0.50, 'quasi_permanent': 0.5}, - } - if load_category_lower not in factors: - raise ValueError(f"Invalid load_category '{load_category}'. Must be 'leading' or 'accompanying'.") - if combination_lower not in factors[load_category_lower]: - raise ValueError(f"Invalid combination '{combination}'.") - return factors[load_category_lower][combination_lower] - + ('thermal_load', 'leading'): {'rare': 1.0, 'frequent': 0.60, 'quasi_permanent': None}, + ('thermal_load', 'accompanying'): {'rare': 0.60, 'frequent': 0.50, 'quasi_permanent': 0.5 }, # 3.3 Wind Load - elif load_type_lower == 'wind_load': - factors = { - 'leading': {'rare': 1.0, 'frequent': 0.60, 'quasi_permanent': None}, - 'accompanying': {'rare': 0.60, 'frequent': 0.50, 'quasi_permanent': 0}, + ('wind_load', 'leading'): {'rare': 1.0, 'frequent': 0.60, 'quasi_permanent': None}, + ('wind_load', 'accompanying'): {'rare': 0.60, 'frequent': 0.50, 'quasi_permanent': 0 }, + } + + @staticmethod + def table_B3(load_type, qualifier=None, combination='rare'): + """ + IRC:6-2017 Table B.3 — Partial Safety Factor for Verification of Serviceability Limit State. + + Args: + load_type (str): Load type key (see _TABLE_B3 for valid values). + qualifier (str | None): 'adding' or 'relieving' for surfacing; + 'leading' or 'accompanying' for variable loads; None for dead_load. + combination (str): 'rare', 'frequent', or 'quasi_permanent'. + + Returns: + float | None: Partial safety factor, or None (not applicable). + """ + key = (load_type.strip().lower(), qualifier.strip().lower() if qualifier else None) + return IRC6_2017._TABLE_B3[key][combination.strip().lower()] + + @staticmethod + def sls_load_combinations() -> list[dict]: + """ + Generate all valid SLS load combinations per IRC:6-2017 Table B.3. + + Active load types + ----------------- + Permanent : dead_load, surfacing + Variable : live_load, wind_load, thermal_load + + Skipped : earth_pressure, prestress, shrinkage_creep, settlement, + live_load_surcharge, hydraulic_loads + + Permanent load rule + ------------------- + dead_load is always 1.0 (no adding/relieving distinction in SLS). + surfacing carries both factors: {'adding': γ_add, 'relieving': γ_rel} + — mutually exclusive per cross-section check, always applied together. + + Variable load rule + ------------------ + Exactly one variable load is 'leading'; the rest are 'accompanying'. + For quasi-permanent, no variable load has a valid leading factor (all + None), so one combination is generated with all loads accompanying. + Consequently: + - Rare : 3 permutations + - Frequent : 3 permutations + - Quasi-permanent : 1 (all variable loads accompanying) + + Returns + ------- + list[dict] Each entry contains: + 'name' : str — human-readable label + 'combination_type' : str — 'rare' | 'frequent' | 'quasi_permanent' + 'factors' : dict — dead_load as flat γ; surfacing as + {'adding': γ, 'relieving': γ}; + variable loads as flat γ (or None) + """ + γ = IRC6_2017.table_B3 + + VARIABLE_LOADS = ['live_load', 'wind_load', 'thermal_load'] + + def surf_pair(combo): + return { + 'adding': γ('surfacing', 'adding', combo), + 'relieving': γ('surfacing', 'relieving', combo), } - if load_category_lower not in factors: - raise ValueError(f"Invalid load_category '{load_category}'. Must be 'leading' or 'accompanying'.") - if combination_lower not in factors[load_category_lower]: - raise ValueError(f"Invalid combination '{combination}'.") - return factors[load_category_lower][combination_lower] - - else: - raise ValueError( - f"Invalid load_type '{load_type}'. Must be 'dead_load', 'surfacing', " - "'live_load', 'thermal_load', or 'wind_load'." - ) + + combinations = [] + + # ── Rare & Frequent ─────────────────────────────────────────────────── + for combo_type in ['rare', 'frequent']: + perm = { + 'dead_load': γ('dead_load', None, combo_type), + 'surfacing': surf_pair(combo_type), + } + for leading in VARIABLE_LOADS: + var = { + vl: γ(vl, 'leading' if vl == leading else 'accompanying', combo_type) + for vl in VARIABLE_LOADS + } + if var[leading] is None: + continue + combinations.append({ + 'name': f'SLS {combo_type.capitalize()} — {leading} leading', + 'combination_type': combo_type, + 'factors': {**perm, **var}, + }) + + # ── Quasi-permanent ─────────────────────────────────────────────────── + # No variable load has a valid leading factor — all accompanying + perm_qp = { + 'dead_load': γ('dead_load', None, 'quasi_permanent'), + 'surfacing': surf_pair('quasi_permanent'), + } + var_qp = {vl: γ(vl, 'accompanying', 'quasi_permanent') for vl in VARIABLE_LOADS} + combinations.append({ + 'name': 'SLS Quasi-permanent — all variable loads accompanying', + 'combination_type': 'quasi_permanent', + 'factors': {**perm_qp, **var_qp}, + }) + + return combinations From dd12656f57d27e2f9f947ba5aed64d4726ffdae0 Mon Sep 17 00:00:00 2001 From: unknown Date: Wed, 6 May 2026 23:58:32 +0530 Subject: [PATCH 175/225] designer updates for shear checks and some corrections. IRC 22 minor updates. --- .../bridge_types/plate_girder/designer.py | 1098 +++++++++++++---- .../core/utils/codes/irc22_2015.py | 211 +++- 2 files changed, 1016 insertions(+), 293 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/designer.py b/src/osdagbridge/core/bridge_types/plate_girder/designer.py index 5f0d902c4..bed4695ff 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/designer.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/designer.py @@ -377,6 +377,9 @@ class DemandEnvelope: location: str = "midspan" member: str = "" source: str = "manual" + M_sls_kNm: float = 0.0 + V_sls_kN: float = 0.0 + Vr_kN: float = 0.0 # Cl.606.4.2 — LL shear range (Vmax_LL - Vmin_LL) class DemandExtractor: @@ -396,6 +399,9 @@ def from_manual( combination: str = "ULS Combination I", location: str = "midspan", member: str = "interior_girder", + M_sls_kNm: float = 0.0, + V_sls_kN: float = 0.0, + Vr_kN: float = 0.0, ) -> DemandEnvelope: # Build a DemandEnvelope from directly supplied factored quantities. return DemandEnvelope( @@ -404,6 +410,7 @@ def from_manual( stress_range_MPa=stress_range_MPa, shear_range_MPa=shear_range_MPa, Nsc=Nsc, governing_combination=combination, location=location, member=member, source="manual", + M_sls_kNm=M_sls_kNm, V_sls_kN=V_sls_kN, Vr_kN=Vr_kN, ) @staticmethod @@ -677,12 +684,40 @@ class CapacityResults: beta_interaction: float = 0.0 defl_limit_live_mm: float = 0.0 # Cl.604.3.2 defl_limit_total_mm: float = 0.0 - sigma_c_limit_MPa: float = 0.0 # Cl.604.3.1 - sigma_s_limit_MPa: float = 0.0 + sigma_c_limit_MPa: float = 0.0 # Cl.604.3.1 — concrete limit (0.48 fck) + sigma_s_limit_MPa: float = 0.0 # Cl.604.3.1 — steel equiv. limit (0.9 fy) f_fd_MPa: float = 0.0 # Cl.605 tau_fd_MPa: float = 0.0 + f_fd_eff_MPa: float = 0.0 # Cl.605 — min(f_fd, 1.5*fy) + tau_fd_eff_MPa: float = 0.0 # Cl.605 — min(tau_fd, 1.5*0.43*fy) + VL_N_per_mm: float = 0.0 # Cl.606.10 — longitudinal shear per unit length + transverse_shear_ok: bool = False # Cl.606.10 + Ast_required_cm2_per_m: float = 0.0 # Cl.606.10 — minimum transverse steel + Ast_provided_cm2_per_m: float = 0.0 # Cl.606.10 — provided transverse steel Qu_kN: float = 0.0 # Cl.606 stud_spacing_mm: float = 0.0 + # Composite section properties (Cl.604.3) — short-term transformed section. + I_comp_short_mm4: float = 0.0 + y_top_comp_mm: float = 0.0 # distance top-of-slab → composite NA + y_bot_comp_mm: float = 0.0 # distance composite NA → bottom steel + # SLS actual stresses (Cl.604.3.1) — computed from M_sls / I_comp. + sigma_c_actual_MPa: float = 0.0 # concrete stress at top fibre + sigma_rebar_actual_MPa: float = 0.0 # rebar tensile stress + sigma_steel_equiv_MPa: float = 0.0 # steel equivalent stress (max of comp/tens) + tau_web_actual_MPa: float = 0.0 # average web shear stress + sigma_rebar_limit_MPa: float = 0.0 # rebar SLS limit (0.80 fyk) + # Crack control (Cl.604.4). + As_min_crack_mm2: float = 0.0 + As_provided_crack_mm2: float = 0.0 # total rebar area (top + bot) + # Shear connector spacing limits (Cl.606.9). + stud_spacing_max_mm: float = 600.0 # governing upper limit (606.9) + stud_spacing_min_mm: float = 75.0 # absolute lower limit (606.9) + # Additional shear connector spacing checks. + Qr_kN: float = 0.0 # Cl.606.3.2 — fatigue stud capacity + stud_spacing_full_shear_mm: float = 0.0 # Cl.606.4.1.1 — SL2 (full shear) + stud_spacing_fatigue_mm: float = 0.0 # Cl.606.4.2 — SR (SLS fatigue) + stud_spacing_governing_mm: float = 0.0 # min(SL1, SL2, SR) + stud_detailing_ok: bool = True # Cl.606.6 — all detailing checks pass source: str = "built-in" details: Dict[str, dict] = field(default_factory=dict) @@ -701,235 +736,450 @@ def __init__(self, config: BridgeConfig): # IRC 22:2015 Cl.603.2.1 — effective width of concrete flange for simply-supported girder. def compute_effective_width(self) -> dict: - Lo_mm = self.geo.span * 1000.0 - B_mm = self.geo.beam_spacing * 1000.0 + # IRC22_2014.cl_603_2_1_effective_width_simply_supported takes Lo and B in metres + # and returns beff_m in metres. + Lo_m = self.geo.span + B_m = self.geo.beam_spacing if self.geo.beam_type == "inner": - beff = min(Lo_mm / 4.0, B_mm) - method = f"inner beam: min(Lo/4={Lo_mm/4:.1f}, B={B_mm:.1f})" + res = IRC22_2014.cl_603_2_1_effective_width_simply_supported( + Lo=Lo_m, beam_type="inner", B=B_m + ) else: - B1 = B_mm / 2.0 - B0 = self.geo.edge_distance * 1000.0 - beff = min(Lo_mm / 8.0, B1 / 2.0) + min(B0, Lo_mm / 8.0) - method = "outer beam: min(Lo/8, B1/2) + min(B0, Lo/8)" + # B1 = centre-to-centre spacing to adjacent inner beam + # B0 = edge_distance = distance from outer beam centreline to free slab edge + res = IRC22_2014.cl_603_2_1_effective_width_simply_supported( + Lo=Lo_m, beam_type="outer", + B1=B_m, + B0=self.geo.edge_distance, + ) + beff_mm = res["beff_m"] * 1000.0 # clause returns metres; convert to mm for design return { - "beff_mm": round(beff, 1), "Lo_mm": Lo_mm, "B_mm": B_mm, - "beam_type": self.geo.beam_type, "method": method, - "clause": "IRC 22:2015 - Cl.603.2.1", "source": "built-in", + "beff_mm" : round(beff_mm, 1), + "Lo_mm" : Lo_m * 1000.0, + "B_mm" : B_m * 1000.0, + "beam_type": self.geo.beam_type, + "method" : res["equation_used"], + "clause" : res["clause"], + "source" : "IRC22_2014", } # IRC 22:2015 Cl.603 — section classification (web + flange governed by d/tw and b/tf ratios). def classify_section(self) -> dict: - fy = self.mat.fy - epsilon = math.sqrt(250.0 / fy) sec = self.sec - d_tw = sec.dw / sec.tw - b_tf = (sec.bf_bot / 2.0 - sec.tw / 2.0) / sec.tf_bot + fy = self.mat.fy + + # Web classification — delegate to IRC22_2014.cl_603_check_steel_web_classification + # (which references IS 800:2007 Table 2 web limits via epsilon = sqrt(250/fy)). + web_res = IRC22_2014.cl_603_check_steel_web_classification( + depth_web_mm=sec.dw, + tw_mm=sec.tw, + fy_MPa=fy, + axial_force_N=0.0, # pure bending — zero axial compression + load_type="Compression", + ) + web_class = web_res["section_class"] + + # Flange classification (outstanding element of compression flange) — + # delegate to IRC22_2014.cl_602_table2_i_outstanding_compression_flange, + # which wraps IS 800:2007 Table 2 row (i). + # Outstanding half-width = (total flange width − web thickness) / 2 + b_outstanding = (sec.bf_top / 2.0) - (sec.tw / 2.0) + flange_result = IRC22_2014.cl_602_table2_i_outstanding_compression_flange( + width_mm=b_outstanding, + thickness_mm=sec.tf_top, + fy_MPa=fy, + section_type=sec.fabrication, # "rolled" or "welded" — as stored in SteelSection + ) + # IS800_2007.Table2_i returns [section_class, b/t ratio] + flange_class = flange_result[0] + b_tf = b_outstanding / sec.tf_top - web_class = self._classify_web(d_tw, epsilon) - flange_class = self._classify_flange(b_tf, epsilon, sec.fabrication) class_order = {"Plastic": 1, "Compact": 2, "Semi-Compact": 3, "Slender": 4} governing = max(web_class, flange_class, key=lambda c: class_order.get(c, 4)) return { - "epsilon": round(epsilon, 4), - "d_tw_ratio": round(d_tw, 2), "b_tf_ratio": round(b_tf, 2), - "web_class": web_class, "flange_class": flange_class, + "epsilon" : round(web_res["epsilon"], 4), + "d_tw_ratio" : round(web_res["d_by_t"], 2), + "b_tf_ratio" : round(b_tf, 2), + "web_class" : web_class, + "flange_class" : flange_class, "governing_class": governing, - "clause": "IRC 22:2015 - Cl.603", "source": "built-in", + "clause" : "IRC 22:2015 - Cl.603 | IS 800:2007 Table 2", + "source" : "IRC22_2014", } - @staticmethod - def _classify_web(d_tw: float, epsilon: float) -> str: - # Limits from IS 800:2007 Table 2 (IS800_2007 class constants). - if d_tw <= IS800_2007.WEB_LIMIT_PLASTIC * epsilon: - return "Plastic" - elif d_tw <= IS800_2007.WEB_LIMIT_COMPACT * epsilon: - return "Compact" - elif d_tw <= IS800_2007.WEB_LIMIT_SEMI_COMPACT * epsilon: - return "Semi-Compact" - return "Slender" - - @staticmethod - def _classify_flange(b_tf: float, epsilon: float, fab: str) -> str: - # Limits from IS 800:2007 Table 2 row (i) — outstanding flange element (IS800_2007 constants). - c_lim = (IS800_2007.FLANGE_OUTSTAND_COMPACT_WELDED if fab == "welded" - else IS800_2007.FLANGE_OUTSTAND_COMPACT_ROLLED) - sc_lim = (IS800_2007.FLANGE_OUTSTAND_SEMI_COMPACT_WELDED if fab == "welded" - else IS800_2007.FLANGE_OUTSTAND_SEMI_COMPACT_ROLLED) - if b_tf <= IS800_2007.FLANGE_OUTSTAND_PLASTIC * epsilon: - return "Plastic" - elif b_tf <= c_lim * epsilon: - return "Compact" - elif b_tf <= sc_lim * epsilon: - return "Semi-Compact" - return "Slender" - # IRC 22:2015 Cl.603.3.1 — plastic positive moment capacity (sagging, full shear interaction). + # + # delegates to IRC22_2014.cl_603_3_1_positive_moment_capacity which implements + # IRC 22 Annex I.1 / I.2 formulation: + # • Equivalent rectangular stress block: f_conc = αcc × η × fck / γc; a = λ × xu + # • η and λ factors for high-strength concrete (fck > 60 MPa) + # • PNA-in-slab: xu from force equilibrium; lever arm = steel CG − a/2 + # • PNA-in-steel: force balance across top flange → web → bottom flange; full plastic moment + # • Annex I.2 beff restriction for non-compact sections + # Partial safety factors γm0 and γc are embedded in T and C; Md_kNm = Mp_kNm directly. def compute_moment_capacity(self, beff_mm: float) -> dict: - sec = self.sec - mat = self.mat - slab = self.slab - fy, fck, gm0 = mat.fy, mat.fck, mat.gamma_m0 - ds, h_haunch = slab.thickness, slab.haunch_depth - - T_all = sec.A_steel * fy - C_max = 0.36 * fck * beff_mm * ds - - if T_all <= C_max: - xu = T_all / (0.36 * fck * beff_mm) - pna_location = "slab" - y_steel_cg = ds + h_haunch + sec.D - sec.y_cg_from_bot - Mp_Nmm = T_all * (y_steel_cg - xu / 2.0) - else: - C_conc = C_max - F_excess = T_all - C_conc - pna_location, y_pna, Mp_Nmm = self._pna_in_steel( - C_conc, F_excess, beff_mm, ds, h_haunch - ) - xu = ds - - Mp_kNm = Mp_Nmm / 1e6 - Md_kNm = Mp_kNm / gm0 - + res = IRC22_2014.cl_603_3_1_positive_moment_capacity( + fck=self.mat.fck, + fy=self.mat.fy, + beff=beff_mm, + ds=self.slab.thickness, + As=self.sec.A_steel, + bf_top=self.sec.bf_top, + tf_top=self.sec.tf_top, + tw=self.sec.tw, + dw=self.sec.dw, + bf_bot=self.sec.bf_bot, + tf_bot=self.sec.tf_bot, + D_steel=self.sec.D, + ys_from_bot=self.sec.y_cg_from_bot, + h_haunch=self.slab.haunch_depth, + gamma_m0=self.mat.gamma_m0, + combination_type="basic", + ) return { - "xu_mm": round(xu, 2), "pna_location": pna_location, - "T_steel_kN": round(T_all / 1e3, 2), - "C_conc_max_kN": round(C_max / 1e3, 2), - "Mp_kNm": round(Mp_kNm, 2), "Md_kNm": round(Md_kNm, 2), - "gamma_m0": gm0, - "clause": "IRC 22:2015 - Cl.603.3.1", "source": "built-in", + "xu_mm" : res["xu_mm"], + "pna_location" : res["pna_location"], + "T_steel_kN" : res["T_design_kN"], + "C_conc_max_kN" : res["C_slab_max_kN"], + "eta" : res["eta"], + "lambda_factor" : res["lambda_factor"], + "a_mm" : res["a_mm"], + "Mp_kNm" : res["Mp_kNm"], + "Md_kNm" : res["Md_kNm"], # = Mp_kNm; γm0 and γc already embedded + "gamma_m0" : self.mat.gamma_m0, + "clause" : res["clause"], + "source" : "IRC22_2014", } - def _pna_in_steel(self, C_conc, F_excess, beff_mm, ds, h_haunch): - sec = self.sec - fy = self.mat.fy - A_switch = F_excess / (2.0 * fy) - - if A_switch <= sec.Af_top: - pna_location = "top_flange" - elif A_switch <= sec.Af_top + sec.Aw: - pna_location = "web" - else: - pna_location = "bottom_flange" - - if pna_location == "top_flange": - y_pna = ds + h_haunch + A_switch / sec.bf_top - elif pna_location == "web": - y_pna = ds + h_haunch + sec.tf_top + (A_switch - sec.Af_top) / sec.tw - else: - y_pna = ds + h_haunch + sec.tf_top + sec.dw - - steel_elements = self._steel_elements(ds, h_haunch) - Mp_Nmm = C_conc * (y_pna - ds / 2.0) - - for (y_bot, height, width) in steel_elements: - y_top_elem = y_bot + height - if y_top_elem <= y_pna: - Mp_Nmm += fy * width * height * (y_pna - (y_bot + height / 2.0)) - elif y_bot >= y_pna: - Mp_Nmm += fy * width * height * ((y_bot + height / 2.0) - y_pna) - else: - h_comp = y_pna - y_bot - h_tens = y_top_elem - y_pna - Mp_Nmm += fy * width * h_comp * h_comp / 2.0 - Mp_Nmm += fy * width * h_tens * h_tens / 2.0 - - return pna_location, y_pna, Mp_Nmm - - def _steel_elements(self, ds, h_haunch): - sec = self.sec - base = ds + h_haunch - return [ - (base, sec.tf_top, sec.bf_top), - (base + sec.tf_top, sec.dw, sec.tw), - (base + sec.tf_top + sec.dw, sec.tf_bot, sec.bf_bot), - ] - - # IRC 22:2015 Cl.603.3.3.2 — plastic shear resistance of the web (Vd = Av·fy / (√3·γm0)). + # IRC 22:2015 Cl.603.3.3.2 — plastic shear resistance of the web. def compute_shear_capacity(self) -> dict: - sec = self.sec - fyw, gm0 = self.mat.fy, self.mat.gamma_m0 - Av = sec.dw * sec.tw - Vn = Av * fyw / math.sqrt(3.0) - Vd = Vn / gm0 - + # Delegate entirely to IRC22_2014.cl_603_3_3_2_plastic_shear_resistance. + # For a welded I-section (plate girder) the shear area is Av = dw × tw (clear web depth). + res = IRC22_2014.cl_603_3_3_2_plastic_shear_resistance( + section_type="i_major", + fyw=self.mat.fy, + fabrication=self.sec.fabrication, # "welded" → Av = dw × tw + d=self.sec.dw, + tw=self.sec.tw, + ) return { - "Av_mm2": round(Av, 1), "fyw_MPa": fyw, - "Vn_kN": round(Vn / 1e3, 2), "Vd_kN": round(Vd / 1e3, 2), - "gamma_m0": gm0, - "clause": "IRC 22:2015 - Cl.603.3.3.2", "source": "built-in", + "Av_mm2" : res["Av_mm2"], + "fyw_MPa" : res["fyw_MPa"], + "Vn_kN" : res["Vn_kN"], + "Vd_kN" : res["Vd_kN"], + "gamma_m0": res["gamma_m0"], + "clause" : res["clause"], + "source" : "IRC22_2014", } # IRC 22:2015 Cl.603.3.3.1 — lateral-torsional buckling resistance at construction stage. - def compute_buckling_resistance(self, beff_mm: float) -> dict: + def compute_buckling_resistance(self, beff_mm: float, section_class: str = "") -> dict: + # Section properties required by the IRC22 clause method. sec = self.sec mat = self.mat - fy, Es = mat.fy, mat.Es - G = mat.Gs # IRC 22 Annex III — shear modulus. - # Lateral unbraced length = cross-bracing spacing, capped at the full span. LLT_mm = min(self.geo.cross_bracing_spacing_m * 1000.0, self.geo.span * 1000.0) It = (sec.bf_top * sec.tf_top ** 3 - + sec.dw * sec.tw ** 3 + + sec.dw * sec.tw ** 3 + sec.bf_bot * sec.tf_bot ** 3) / 3.0 Iy = (sec.tf_top * sec.bf_top ** 3 / 12.0 - + sec.dw * sec.tw ** 3 / 12.0 + + sec.dw * sec.tw ** 3 / 12.0 + sec.tf_bot * sec.bf_bot ** 3 / 12.0) hw = sec.dw + sec.tf_top / 2.0 + sec.tf_bot / 2.0 - Iw = sec.Af_bot * (hw ** 2) / 4.0 * (sec.bf_bot ** 2 / 12.0) - - Zp = sec.Zp_steel - - pi2_EIy = math.pi ** 2 * Es * Iy / (LLT_mm ** 2) - Mcr_Nmm = math.sqrt( - pi2_EIy * (G * It + math.pi ** 2 * Es * Iw / LLT_mm ** 2) + Iy_top = sec.tf_top * sec.bf_top ** 3 / 12.0 + Iy_bot = sec.tf_bot * sec.bf_bot ** 3 / 12.0 + Iw = (Iy_top * Iy_bot) / (Iy_top + Iy_bot) * hw**2 + + # Allow the caller to pass section_class from a prior classify_section() call to + # avoid a second classification run; fall back to a fresh call when not supplied. + if not section_class: + section_class = self.classify_section()["governing_class"] + + # Delegate to IRC22_2014.cl_603_3_3_1_buckling_resistance_moment. + # Internally this calls IS800_2007.cl_8_2_1_2_design_bending_strength for Mpl, + # then applies the λLT / χLT buckling reduction per IS 800:2007 Cl.8.2.1.2. + res = IRC22_2014.cl_603_3_3_1_buckling_resistance_moment( + section_class=section_class.lower(), + Zp=sec.Zp_steel, + Ze=sec.Ze_steel, + fy=mat.fy, + gamma_mo=mat.gamma_m0, + Iy=Iy, + It=It, + Iw=Iw, + LLT=LLT_mm, + section_type=sec.fabrication, # "rolled" or "welded" → sets αLT (0.21 / 0.49) + E=mat.Es, + G=mat.Gs, ) - Mcr_kNm = Mcr_Nmm / 1e6 - - lambda_LT = math.sqrt(Zp * fy / Mcr_Nmm) if Mcr_Nmm > 0 else 999.0 - alpha_LT = 0.49 if sec.fabrication == "welded" else 0.21 - phi_LT = 0.5 * (1.0 + alpha_LT * (lambda_LT - 0.2) + lambda_LT ** 2) - discriminant = phi_LT ** 2 - lambda_LT ** 2 - chi_LT = min(1.0 / (phi_LT + math.sqrt(discriminant)), 1.0) if discriminant > 0 else 1.0 - chi_LT = max(chi_LT, 0.0) - - Mb_kNm = chi_LT * Zp * fy / mat.gamma_m0 / 1e6 + # phi_LT is computed internally by the IRC22 clause method but not returned; + # derive it from the returned alpha_LT and lambda_LT for the report. + alpha_LT = res["alpha_LT"] + lambda_LT = res["lambda_LT"] + phi_LT = round(0.5 * (1.0 + alpha_LT * (lambda_LT - 0.2) + lambda_LT ** 2), 4) return { - "It_mm4": round(It, 1), "Iy_mm4": round(Iy, 1), - "LLT_mm": LLT_mm, "Mcr_kNm": round(Mcr_kNm, 2), - "lambda_LT": round(lambda_LT, 4), "alpha_LT": alpha_LT, - "phi_LT": round(phi_LT, 4), "chi_LT": round(chi_LT, 4), - "Mb_kNm": round(Mb_kNm, 2), - "clause": "IRC 22:2015 - Cl.603.3.3.1", "source": "built-in", + "It_mm4" : round(It, 1), + "Iy_mm4" : round(Iy, 1), + "LLT_mm" : LLT_mm, + "Mcr_kNm" : res["Mcr_kNm"], + "lambda_LT": res["lambda_LT"], + "alpha_LT" : res["alpha_LT"], + "phi_LT" : phi_LT, + "chi_LT" : res["chi_LT"], + "Mb_kNm" : res["Mpl_buckling_kNm"], + "clause" : res["clause"], + "source" : "IRC22_2014", } # IRC 22:2015 Cl.603.3.3.3 — reduced bending resistance under high shear (V > 0.6·Vd). def compute_combined_bending_shear(self, Md_kNm: float, V_kN: float, Vd_kN: float) -> dict: sec = self.sec fy, gm0 = self.mat.fy, self.mat.gamma_m0 + + # Mfd = plastic bending strength of the section excluding the shear area (web). + # For an I-section: Mfd ≈ fy × Af_bot × hw / γm0 (flange-only contribution). hw = sec.dw + sec.tf_top / 2.0 + sec.tf_bot / 2.0 Mfd_kNm = fy * sec.Af_bot * hw / 1e6 / gm0 - if V_kN <= 0.6 * Vd_kN: + # Delegate to IRC22_2014.cl_603_3_3_3_reduced_bending_under_high_shear (Eq 3.13). + res = IRC22_2014.cl_603_3_3_3_reduced_bending_under_high_shear( + Md_kNm=Md_kNm, + Mfd_kNm=Mfd_kNm, + V_kN=V_kN, + Vd_kN=Vd_kN, + ) + return { + "Mdv_kNm" : res["Mdv_kNm"], + "Mfd_kNm" : res["Mfd_kNm"], + "beta" : res["beta"], + "reduction_required": res["is_reduction_required"], + "clause" : res["clause"], + "source" : "IRC22_2014", + } + + # IRC 22:2015 Cl.604.3 — short-term and long-term composite section properties. + # These are needed for SLS stress calculations (Cl.604.3.1) and stud spacing (Cl.606.4.1). + def compute_composite_section_props(self, beff_mm: float) -> dict: + """ + Compute transformed composite second moment of area, neutral-axis depths, and + section moduli for both short-term (n = Es/Ecm) and long-term (2n = Es/(0.5*Ecm)) + modular ratios per IRC 22:2015 Cl.604.3. + + Coordinate system: all y-distances measured from BOTTOM of steel section (upward +ve). + """ + sec, mat, slab = self.sec, self.mat, self.slab + mod = IRC22_2014.cl_604_3_modular_ratio(Ecm=mat.Ecm, Kc=0.5) + n_short = mod["m_short_term"] # Es/Ecm ≥ 7.5 + n_long = mod["m_long_term"] # Es/(0.5*Ecm) ≥ 15.0 + ds = slab.thickness + h_haunch = slab.haunch_depth + + def _props(n: float) -> dict: + Ac_trans = beff_mm * ds / n # transformed slab area (steel-side) + y_steel = sec.y_cg_from_bot # steel CG from bottom of steel + y_slab = sec.D + h_haunch + ds / 2.0 # slab CG from bottom of steel + A_total = sec.A_steel + Ac_trans + y_comp_bot = (sec.A_steel * y_steel + Ac_trans * y_slab) / A_total # composite NA from bot steel + I_steel = sec.Iz_steel + sec.A_steel * (y_comp_bot - y_steel) ** 2 + I_conc = beff_mm * ds ** 3 / (12.0 * n) + Ac_trans * (y_comp_bot - y_slab) ** 2 + I_comp = I_steel + I_conc + total_depth = sec.D + h_haunch + ds + y_top = total_depth - y_comp_bot # distance from top of slab to composite NA + y_bot = y_comp_bot # distance from composite NA to bottom of steel return { - "Mdv_kNm": round(Md_kNm, 2), "Mfd_kNm": round(Mfd_kNm, 2), - "beta": 0.0, "reduction_required": False, - "clause": "IRC 22:2015 - Cl.603.3.3.3", "source": "built-in", + "n" : round(n, 3), + "Ac_trans_mm2" : round(Ac_trans, 1), + "y_comp_from_bot_mm" : round(y_comp_bot, 3), + "y_top_mm" : round(y_top, 3), + "y_bot_mm" : round(y_bot, 3), + "I_comp_mm4" : round(I_comp, 0), + "S_top_mm3" : round(I_comp / y_top, 0), + "S_bot_mm3" : round(I_comp / y_bot, 0), } - beta = min((2.0 * V_kN / Vd_kN - 1.0) ** 2, 1.0) - Mdv_kNm = Md_kNm - beta * (Md_kNm - Mfd_kNm) + return { + "short_term" : _props(n_short), + "long_term" : _props(n_long), + "clause" : mod["clause"], + "source" : "IRC22_2014", + } + + # IRC 22:2015 Cl.604.3.1 — actual SLS stresses from service moment. + # Calculates concrete, rebar, and steel stresses; delegates limit checks to IRC22_2014. + def compute_sls_stresses( + self, + beff_mm: float, + M_sls_kNm: float, + V_sls_kN: float, + comp_props: dict = None, + ) -> dict: + """ + IRC 22:2015 Cl.604.3.1 — Actual SLS stress calculation and limit checks. + + Uses the SHORT-TERM composite section (modular ratio n = Es/Ecm) as required + for serviceability checks under live loading. + + Stresses computed: + σ_c = M_sls × y_top / I_comp concrete compressive stress (top of slab) + σ_r = M_sls × y_rebar / I_comp rebar tensile stress (bottom rebar centroid) + f_bc = M_sls × |y_steel_top| / I_comp steel bending stress at top fibre + f_bt = M_sls × y_bot / I_comp steel bending stress at bottom fibre + τ_b = V_sls / A_web average web shear stress + f_e = √(f²_bc + f²_p ± f_bc·f_p + 3τ²_b) equivalent steel stress + + Limits (from IRC22_2014.cl_604_3_1_limiting_stresses): + σ_c ≤ k1 × fck = 0.48 fck (IRC 112-2011 Cl.12.2.1) + σ_r ≤ k3 × fyk = 0.80 fyk (IRC 112-2011 Cl.12.2.2) + f_e ≤ 0.9 fy (IRC 22:2015 Cl.604.3.1) + """ + if M_sls_kNm <= 0.0: + return {"skipped": True, "reason": "M_sls_kNm = 0; supply SLS moment to enable this check."} + + sec, mat, slab = self.sec, self.mat, self.slab + + if comp_props is None: + comp_props = self.compute_composite_section_props(beff_mm) + + short = comp_props["short_term"] + I_comp = short["I_comp_mm4"] + y_top = short["y_top_mm"] # from top of slab to composite NA (compression arm) + y_bot = short["y_bot_mm"] # from composite NA to bottom of steel (tension arm) + y_comp_bot = short["y_comp_from_bot_mm"] + + M_Nmm = M_sls_kNm * 1e6 + V_N = V_sls_kN * 1e3 + + # ── Concrete compressive stress at top of slab ──────────────────────── + sigma_c = M_Nmm * y_top / I_comp + + # ── Rebar tensile stress at bottom rebar centroid ───────────────────── + # Rebar centroid from bottom of slab = cover_bot + approx half-bar-dia (6 mm) + y_rebar_from_slab_bot = slab.cover_bot + 6.0 + # Position from bottom of steel: D + h_haunch + ds - y_rebar_from_slab_bot + y_rebar_from_steel_bot = sec.D + slab.haunch_depth + slab.thickness - y_rebar_from_slab_bot + y_rebar_from_NA = y_rebar_from_steel_bot - y_comp_bot # +ve → below NA (tension) + sigma_rebar = max(M_Nmm * y_rebar_from_NA / I_comp, 0.0) # tension = positive + + # ── Structural steel bending stresses ───────────────────────────────── + # y of top-steel-fibre from bottom of steel + y_steel_top_from_bot_steel = sec.D + y_steel_top_from_NA = y_steel_top_from_bot_steel - y_comp_bot # −ve → above NA (comp) + fbc = M_Nmm * abs(y_steel_top_from_NA) / I_comp # compressive stress at top steel fibre + fbt = M_Nmm * y_bot / I_comp # tensile stress at bottom steel fibre + + # ── Average web shear stress ─────────────────────────────────────────── + tau_b = V_N / sec.Aw if sec.Aw > 0.0 else 0.0 + + # fp = bearing stress at the section — 0 unless at support with known reaction/area + fp = 0.0 + + # ── Equivalent steel stress (IRC 22:2015 Cl.604.3.1) ────────────────── + fe_comp = math.sqrt(fbc**2 + fp**2 + fbc * fp + 3.0 * tau_b**2) + fe_tens = math.sqrt(fbt**2 + fp**2 + fbt * fp + 3.0 * tau_b**2) + fe_max = max(fe_comp, fe_tens) + + # ── Delegate limit checks to IRC22_2014 ─────────────────────────────── + lim = IRC22_2014.cl_604_3_1_limiting_stresses( + f_ck_cu=mat.fck, + f_yk_reinf=mat.fy_rebar, + f_y_struct=mat.fy, + fbc=fbc, + fbt=fbt, + fp=fp, + tau_b=tau_b, + ) + sigma_c_limit = lim["concrete_allowable_stress_MPa"] + sigma_rebar_limit = lim["reinforcement_allowable_stress_MPa"] + sigma_steel_limit = lim["steel_equivalent_limit_0.9fy_MPa"] + + return { + "M_sls_kNm" : M_sls_kNm, + "V_sls_kN" : V_sls_kN, + "I_comp_mm4" : round(I_comp, 0), + "y_top_mm" : round(y_top, 2), + "y_bot_mm" : round(y_bot, 2), + # Concrete + "sigma_c_MPa" : round(sigma_c, 3), + "sigma_c_limit_MPa" : round(sigma_c_limit, 3), + "concrete_ok" : sigma_c <= sigma_c_limit, + # Rebar + "sigma_rebar_MPa" : round(sigma_rebar, 3), + "sigma_rebar_limit_MPa": round(sigma_rebar_limit, 3), + "rebar_ok" : sigma_rebar <= sigma_rebar_limit, + # Structural steel + "fbc_MPa" : round(fbc, 3), + "fbt_MPa" : round(fbt, 3), + "tau_b_MPa" : round(tau_b, 3), + "fe_comp_MPa" : round(fe_comp, 3), + "fe_tens_MPa" : round(fe_tens, 3), + "fe_max_MPa" : round(fe_max, 3), + "sigma_steel_limit_MPa": round(sigma_steel_limit, 3), + "steel_ok" : fe_max <= sigma_steel_limit, + "clause" : lim["clause"], + "source" : "IRC22_2014", + } + + # IRC 22:2015 Cl.604.4 — minimum reinforcement for crack control. + def compute_crack_control(self, beff_mm: float) -> dict: + """ + IRC 22:2015 Cl.604.4 + IRC 112-2011 Cl.12.3.3 — Minimum reinforcement for crack control. + Delegates entirely to IRC22_2014.cl_604_4_crack_control_As_min. + As_provided = total of top and bottom rebar areas from SlabProperties. + """ + slab, mat = self.slab, self.mat + As_total = slab.rebar_area_top + slab.rebar_area_bot + res = IRC22_2014.cl_604_4_crack_control_As_min( + fctm=mat.fctm, + beff=beff_mm, + t_slab=slab.thickness, + fy=mat.fy_rebar, + kc=0.5, + width_mm=beff_mm, + element_type="flange", + As_provided=As_total if As_total > 0.0 else None, + ) + return { + "As_min_mm2" : res["As_min_mm2"], + "As_provided_mm2" : As_total, + "is_ok" : res.get("is_ok"), # None if As_provided = 0 + "kc" : res["kc"], + "k" : res["k"], + "fctm_MPa" : res["fctm_MPa"], + "clause" : res["clause"], + "source" : "IRC22_2014", + } + # IRC 22:2015 Cl.606.9 — limiting spacing of shear connectors. + def compute_stud_spacing_limits( + self, provided_spacing_mm: float = None + ) -> dict: + """ + IRC 22:2015 Cl.606.9 — Limiting criteria for shear connector spacing. + Max spacing = min(600, 3 × t_slab, 4 × h_stud). Min spacing = 75 mm. + Delegates entirely to IRC22_2014.cl_606_9_shear_connector_spacing_limits. + """ + res = IRC22_2014.cl_606_9_shear_connector_spacing_limits( + tslab_mm=self.slab.thickness, + h_stud_mm=self.studs.height, + provided_spacing_mm=provided_spacing_mm, + ) return { - "Mdv_kNm": round(Mdv_kNm, 2), "Mfd_kNm": round(Mfd_kNm, 2), - "beta": round(beta, 4), "reduction_required": True, - "clause": "IRC 22:2015 - Cl.603.3.3.3", "source": "built-in", + "max_spacing_mm" : res["max_spacing_limit_mm"], + "min_spacing_mm" : res["minimum_spacing_limit_mm"], + "limit_600_mm" : res["limit_600_mm"], + "limit_3_tslab_mm" : res["limit_3_tslab_mm"], + "limit_4_hstud_mm" : res["limit_4_hstud_mm"], + "provided_spacing_mm" : provided_spacing_mm, + "is_ok" : res.get("is_spacing_acceptable"), + "clause" : res["clause"], + "source" : "IRC22_2014", } # IRC 22:2015 Cl.604.3 — short- and long-term modular ratio (min bounds 7.5 / 15.0). @@ -996,12 +1246,17 @@ def compute_fatigue(self, stress_range_MPa: float = 0.0) -> dict: fy=mat.fy, ) + f_fd = assessment["f_fd_MPa"] + tau_fd = assessment["tau_fd_MPa"] + return { "mu_r": mu_r, "f_f_MPa": strength["f_f_normal_MPa"], "tau_f_MPa": strength["tau_f_shear_MPa"], - "f_fd_MPa": assessment["f_fd_MPa"], - "tau_fd_MPa": assessment["tau_fd_MPa"], + "f_fd_MPa": f_fd, + "tau_fd_MPa": tau_fd, + "f_fd_eff_MPa": min(f_fd, 1.5 * mat.fy), + "tau_fd_eff_MPa": min(tau_fd, 1.5 * 0.43 * mat.fy), "Nsc": fat.Nsc, "exempt_stress_check": design["stress_condition_ok"], "clause": "IRC 22:2015 - Cl.605.2 / 605.3 / 605.4", @@ -1040,30 +1295,172 @@ def compute_stud_spacing(self, Vu_kN: float, beff_mm: float, ds, h_haunch = slab.thickness, slab.haunch_depth n_studs = self.studs.n_per_section + # ys_mm: distance from the top of the composite section (top of slab) down to steel CG. + # Steel CG from bottom of steel = y_cg_from_bot. + # Total composite depth = ds + h_haunch + sec.D (measured from bottom of steel upward). + # Distance from top of composite section to steel CG = total depth − y_cg_from_bot. + ys_mm = ds + h_haunch + (sec.D - sec.y_cg_from_bot) + + res = IRC22_2014.cl_606_4_1_longitudinal_shear_and_spacing( + V_kN=Vu_kN, + beff_mm=beff_mm, + xu_mm=xu_mm, + t_slab_mm=ds, + Qu_kN=Qu_kN, + Es_MPa=mat.Es, + Ecm_MPa=mat.Ecm, + As_mm2=sec.A_steel, + Is_mm4=sec.Iz_steel, + ys_mm=ys_mm, + studs_per_section=n_studs, + ) + return { + "modular_ratio" : res["n_modular_ratio"], + "VL_N_per_mm" : res["VL_N_per_mm"], + "spacing_mm" : res["spacing_mm"], + "n_studs_per_section": n_studs, + "clause" : res["clause"], + "source" : "IRC22_2014", + } + + # IRC 22:2015 Cl.606.3.2 — fatigue capacity of headed studs (Qr). + def compute_stud_fatigue_capacity(self) -> dict: + stud = self.studs + fat = self.fatigue + res = IRC22_2014.cl_606_3_2_stud_connector_fatigue_strength( + Nsc=fat.Nsc, + stud_d_mm=stud.diameter, + use_table8=True, + ) + return { + "tau_f_MPa" : res["tau_f_MPa"], + "Qr_kN" : res.get("Qr_table8_kN"), + "Nsc" : fat.Nsc, + "clause" : res["clause"], + "source" : "IRC22_2014", + } + + # IRC 22:2015 Cl.606.4.1.1 — full shear connection spacing (SL2). + def compute_stud_full_shear_spacing( + self, beff_mm: float, xu_mm: float, Qu_kN: float + ) -> dict: + sec, mat, slab = self.sec, self.mat, self.slab + n_studs = self.studs.n_per_section + shear_span_mm = self.geo.span * 1000.0 / 2.0 # L/2 for simply supported + + res = IRC22_2014.cl_606_4_1_1_full_shear_spacing( + As_mm2=sec.A_steel, + fyk_MPa=mat.fy, + fck_cu_MPa=mat.fck, + beff_mm=beff_mm, + xu_mm=xu_mm, + t_slab_mm=slab.thickness, + Qu_kN=Qu_kN, + shear_span_mm=shear_span_mm, + studs_per_section=n_studs, + ) + return { + "H1_kN" : res["H1_kN"], + "H2_kN" : res["H2_kN"], + "H_governing_kN" : res["H_governing_kN"], + "shear_span_mm" : shear_span_mm, + "spacing_mm" : res["spacing_mm"], + "clause" : res["clause"], + "source" : "IRC22_2014", + } + + # IRC 22:2015 Cl.606.4.2 — SLS fatigue stud spacing (SR). + def compute_stud_fatigue_spacing( + self, Vr_kN: float, beff_mm: float, xu_mm: float, + Qr_kN: float, I_comp_mm4: float + ) -> dict: + mat, slab = self.mat, self.slab + n_studs = self.studs.n_per_section n = mat.Es / mat.Ecm - t_eff = min(xu_mm, ds) - Aec = beff_mm * t_eff / n - y_steel = ds + h_haunch + sec.D - sec.y_cg_from_bot - y_conc = t_eff / 2.0 - total_A = sec.A_steel + Aec - y_composite = (sec.A_steel * y_steel + Aec * y_conc) / total_A - I_steel = sec.Iz_steel + sec.A_steel * (y_steel - y_composite) ** 2 - I_conc = beff_mm * t_eff ** 3 / (12.0 * n) + Aec * (y_composite - y_conc) ** 2 - Ic = I_steel + I_conc - Y = abs(y_composite - y_conc) - VL = Vu_kN * 1e3 * Aec * Y / Ic - spacing = n_studs * Qu_kN * 1e3 / VL if VL > 0 else float("inf") + res = IRC22_2014.cl_606_4_2_fatigue_shear_spacing( + Vr_kN=Vr_kN, + beff_mm=beff_mm, + xu_mm=xu_mm, + t_slab_mm=slab.thickness, + I_composite_mm4=I_comp_mm4, + Qu_kN=Qr_kN, + n=n, + studs_per_section=n_studs, + ) return { - "modular_ratio": round(n, 3), "Aec_mm2": round(Aec, 1), - "Ic_mm4": round(Ic, 0), "Y_mm": round(Y, 2), - "VL_N_per_mm": round(VL, 3), "spacing_mm": round(spacing, 1), - "n_studs_per_section": n_studs, - "clause": "IRC 22:2015 - Cl.606.4.1", "source": "built-in", + "Vr_kN" : Vr_kN, + "Aec_mm2" : res["Aec_mm2"], + "Y_mm" : res["Y_mm"], + "Vr_per_mm_kN" : res["Vr_per_mm_kN"], + "spacing_mm" : res["spacing_SR_mm"], + "clause" : res["clause"], + "source" : "IRC22_2014", + } + + # IRC 22:2015 Cl.606.6 — detailing checks for headed studs. + def compute_stud_detailing(self) -> dict: + stud, sec, slab = self.studs, self.sec, self.slab + res = IRC22_2014.cl_606_6_shear_connector_detailing( + d_stud_mm=stud.diameter, + h_stud_mm=stud.height, + t_flange_mm=sec.tf_top, + t_slab_mm=slab.thickness, + ) + return { + "stud_diameter_check" : res["stud_diameter_check"], + "stud_height_check" : res["stud_height_check"], + "stud_head_check" : res.get("stud_head_check"), + "edge_distance_check" : res.get("edge_distance_check"), + "projection_check" : res.get("projection_check"), + "clear_cover_check" : res.get("clear_cover_check"), + "all_ok" : res["all_requirements_satisfied"], + "clause" : res["clause"], + "source" : "IRC22_2014", + } + + # IRC 22:2015 Cl.606.10 — transverse shear check at the steel–concrete interface. + def compute_transverse_shear(self, VL_N_per_mm: float) -> dict: + sec, mat, slab, studs = self.sec, self.mat, self.slab, self.studs + # Shear plane length for interior girder: shorter of slab thickness or (2*hstud + bf_top). + L_mm = min(slab.thickness, 2.0 * studs.height + sec.bf_top) + # Transverse reinforcement: top + bot rebar area (mm²) converted to cm². + # n_layers = 6 accounts for bars within 1 m at a 200 mm longitudinal spacing. + Ast_cm2_per_m = (slab.rebar_area_top + slab.rebar_area_bot) / 100.0 + n_layers = 6 + res = IRC22_2014.cl_606_10_transverse_shear_check( + VL_kN=VL_N_per_mm, # N/mm ≡ kN/m + fck=mat.fck, + fyk=mat.fy_rebar, + L_mm=L_mm, + Ast_cm2_per_m=Ast_cm2_per_m, + n_layers=n_layers, + ) + return { + "VL_N_per_mm" : VL_N_per_mm, + "L_shear_plane_mm" : L_mm, + "Ast_provided_cm2_per_m" : Ast_cm2_per_m, + "n_layers" : n_layers, + "Vcap1_kN_per_m" : res["Vcap1_kN_per_m"], + "Vcap2_kN_per_m" : res["Vcap2_kN_per_m"], + "governing_capacity_kN_per_m": res["governing_capacity_kN_per_m"], + "check_ok" : res["check_ok"], + "min_Ast_required_cm2_per_m" : res["min_Ast_required_cm2_per_m"], + "Ast_provided_ok" : res["Ast_provided_ok"], + "clause" : res["clause"], + "source" : "IRC22_2014", } # Orchestrator — runs every IRC 22:2015 clause computation into one CapacityResults. - def compute_all(self, Vu_kN: float = 0.0, stress_range_MPa: float = 0.0) -> CapacityResults: + def compute_all( + self, + Vu_kN: float = 0.0, + stress_range_MPa: float = 0.0, + M_sls_kNm: float = 0.0, + V_sls_kN: float = 0.0, + Vr_kN: float = 0.0, # Cl.606.4.2 — LL shear range for fatigue stud spacing + provided_stud_spacing_mm: float = None, + ) -> CapacityResults: results = CapacityResults() results.source = "IRC22_2014" @@ -1091,8 +1488,9 @@ def compute_all(self, Vu_kN: float = 0.0, stress_range_MPa: float = 0.0) -> Capa results.Vd_kN = shear["Vd_kN"] results.details["shear_capacity"] = shear - # 5. LTB buckling resistance - ltb = self.compute_buckling_resistance(results.beff_mm) + # 5. LTB buckling resistance — pass governing class from step 2 to avoid re-running classification. + ltb = self.compute_buckling_resistance(results.beff_mm, + section_class=sec_class["governing_class"]) results.Mcr_kNm = ltb["Mcr_kNm"] results.lambda_LT = ltb["lambda_LT"] results.chi_LT = ltb["chi_LT"] @@ -1126,6 +1524,8 @@ def compute_all(self, Vu_kN: float = 0.0, stress_range_MPa: float = 0.0) -> Capa fatigue = self.compute_fatigue(stress_range_MPa=stress_range_MPa) results.f_fd_MPa = fatigue["f_fd_MPa"] results.tau_fd_MPa = fatigue["tau_fd_MPa"] + results.f_fd_eff_MPa = fatigue["f_fd_eff_MPa"] + results.tau_fd_eff_MPa = fatigue["tau_fd_eff_MPa"] results.details["fatigue"] = fatigue # 11. Shear stud capacity @@ -1133,14 +1533,95 @@ def compute_all(self, Vu_kN: float = 0.0, stress_range_MPa: float = 0.0) -> Capa results.Qu_kN = stud_cap["Qu_kN"] results.details["stud_capacity"] = stud_cap - # 12. Stud spacing + # 12. Stud spacing (ULS) if Vu_kN > 0 and results.xu_mm > 0: stud_sp = self.compute_stud_spacing( Vu_kN, results.beff_mm, results.xu_mm, results.Qu_kN ) results.stud_spacing_mm = stud_sp["spacing_mm"] + results.VL_N_per_mm = stud_sp["VL_N_per_mm"] results.details["stud_spacing"] = stud_sp + # 13. Composite section properties (Cl.604.3) + comp_props = self.compute_composite_section_props(results.beff_mm) + short = comp_props["short_term"] + results.I_comp_short_mm4 = short["I_comp_mm4"] + results.y_top_comp_mm = short["y_top_mm"] + results.y_bot_comp_mm = short["y_bot_mm"] + results.details["composite_section_props"] = comp_props + + # 13b. Fatigue stud capacity (Cl.606.3.2). + stud_fat_cap = self.compute_stud_fatigue_capacity() + results.Qr_kN = stud_fat_cap.get("Qr_kN") or 0.0 + results.details["stud_fatigue_capacity"] = stud_fat_cap + + # 13c. Full shear connection spacing (Cl.606.4.1.1). + if results.xu_mm > 0: + full_sp = self.compute_stud_full_shear_spacing( + results.beff_mm, results.xu_mm, results.Qu_kN + ) + results.stud_spacing_full_shear_mm = full_sp["spacing_mm"] + results.details["stud_spacing_full_shear"] = full_sp + + # 13d. Fatigue stud spacing (Cl.606.4.2). + if Vr_kN > 0 and results.Qr_kN > 0 and results.I_comp_short_mm4 > 0: + fat_sp = self.compute_stud_fatigue_spacing( + Vr_kN, results.beff_mm, results.xu_mm, + results.Qr_kN, results.I_comp_short_mm4, + ) + results.stud_spacing_fatigue_mm = fat_sp["spacing_mm"] + results.details["stud_spacing_fatigue"] = fat_sp + + # 13e. Governing spacing = min(SL1, SL2, SR) — ignores any that were not computed. + _spacing_candidates = [s for s in [ + results.stud_spacing_mm, + results.stud_spacing_full_shear_mm, + results.stud_spacing_fatigue_mm, + ] if s > 0] + results.stud_spacing_governing_mm = min(_spacing_candidates) if _spacing_candidates else 0.0 + + # 13f. Stud detailing (Cl.606.6). + detailing = self.compute_stud_detailing() + results.stud_detailing_ok = detailing["all_ok"] + results.details["stud_detailing"] = detailing + + # 14. SLS actual stress checks (Cl.604.3.1) — only when M_sls_kNm provided. + sls_actual = self.compute_sls_stresses( + beff_mm=results.beff_mm, + M_sls_kNm=M_sls_kNm, + V_sls_kN=V_sls_kN, + comp_props=comp_props, + ) + results.details["sls_actual_stresses"] = sls_actual + if not sls_actual.get("skipped"): + results.sigma_c_actual_MPa = sls_actual["sigma_c_MPa"] + results.sigma_rebar_actual_MPa = sls_actual["sigma_rebar_MPa"] + results.sigma_steel_equiv_MPa = sls_actual["fe_max_MPa"] + results.tau_web_actual_MPa = sls_actual["tau_b_MPa"] + results.sigma_rebar_limit_MPa = sls_actual["sigma_rebar_limit_MPa"] + + # 15. Crack control — minimum reinforcement (Cl.604.4). + crack = self.compute_crack_control(results.beff_mm) + results.As_min_crack_mm2 = crack["As_min_mm2"] + results.As_provided_crack_mm2 = crack["As_provided_mm2"] + results.details["crack_control"] = crack + + # 16. Shear connector spacing limits (Cl.606.9). + stud_lim = self.compute_stud_spacing_limits( + provided_spacing_mm=provided_stud_spacing_mm + ) + results.stud_spacing_max_mm = stud_lim["max_spacing_mm"] + results.stud_spacing_min_mm = stud_lim["min_spacing_mm"] + results.details["stud_spacing_limits"] = stud_lim + + # 17. Transverse shear check (Cl.606.10). + if results.VL_N_per_mm > 0: + trans_shear = self.compute_transverse_shear(results.VL_N_per_mm) + results.transverse_shear_ok = trans_shear["check_ok"] + results.Ast_required_cm2_per_m = trans_shear["min_Ast_required_cm2_per_m"] + results.Ast_provided_cm2_per_m = trans_shear["Ast_provided_cm2_per_m"] + results.details["transverse_shear"] = trans_shear + return results @@ -1200,47 +1681,149 @@ def _add_check(self, check_id, name, clause, demand, capacity, unit, note=""): self.checks.append(result) return result - # Run all eight IRC 22:2015 design checks (flexure, shear, interaction, LTB, deflections, fatigue). + # Run all IRC 22:2015 design checks — mapped to the 8 output-dock categories. # ←── CHANGED def run_all_checks(self) -> List[CheckResult]: self.checks.clear() d, c = self.demand, self.capacity + # ── CATEGORY 1: Strength Limit State (Flexure) ─────────────────────── self._add_check(1, "ULS Flexure", "Cl.603.3.1", d.Mu_kNm, c.Md_kNm, "kNm", note=f"PNA in {c.pna_location}, xu={c.xu_mm:.1f} mm") + # ── CATEGORY 2: Strength Limit State (Shear) ───────────────────────── self._add_check(2, "ULS Shear", "Cl.603.3.3.2", d.Vu_kN, c.Vd_kN, "kN", - note=f"Av={c.Av_mm2:.0f} mm2") + note=f"Av={c.Av_mm2:.0f} mm²") + # ── CATEGORY 3: Interaction ─────────────────────────────────────────── + # 3a. Moment–Shear interaction (Cl.603.3.3.3) effective_Md = c.Mdv_kNm if c.beta_interaction > 0 else c.Md_kNm - self._add_check(3, "Bending-Shear Interaction", "Cl.603.3.3.3", + self._add_check(3, "M-V Interaction", "Cl.603.3.3.3", d.Mu_kNm, effective_Md, "kNm", note=f"beta={c.beta_interaction:.4f}") - self._add_check(4, "LTB (Construction Stage)", "Cl.603.3.3.1", - d.M_construction_kNm if d.M_construction_kNm > 0 else d.Mu_kNm, c.Mb_kNm, "kNm", - note=f"lambda_LT={c.lambda_LT:.4f}, chi_LT={c.chi_LT:.4f}") + # 3b. Moment–Axial interaction (Cl.603.3.3.3) + # NRd = Ag × fy / γm0 (yielding of gross steel section under compression/tension) + if d.Nu_kN > 0.0: + _moment_det = c.details.get("moment_capacity", {}) + _gamma_m0 = _moment_det.get("gamma_m0", 1.1) + _shear_det = c.details.get("shear_capacity", {}) + _fyw = _shear_det.get("fyw_MPa", 350.0) + _Av = _shear_det.get("Av_mm2", 0.0) + _Ag = sec.A_steel + NRd_kN = _Ag * _fyw / _gamma_m0 / 1e3 if _Ag > 0.0 else 0.0 + if NRd_kN > 0.0 and c.Md_kNm > 0.0: + interaction_ratio = d.Nu_kN / NRd_kN + d.Mu_kNm / c.Md_kNm + self._add_check(4, "M-N Interaction", "Cl.603.3.3.3", + interaction_ratio, 1.0, "–", + note=f"Nu/NRd + Mu/MRd = {interaction_ratio:.3f}") + + # ── CATEGORY 4: Lateral Torsional Buckling ──────────────────────────── + self._add_check(5, "LTB (Construction Stage)", "Cl.603.3.3.1", # ←── CHANGED id was 4 + d.M_construction_kNm if d.M_construction_kNm > 0 else d.Mu_kNm, + c.Mb_kNm, "kNm", + note=f"λ_LT={c.lambda_LT:.4f}, χ_LT={c.chi_LT:.4f}") + + # ── CATEGORY 5: Resistance to Longitudinal & Transverse Shear ───────── + # 5a. ULS stud spacing (Cl.606.4.1): SL1 ≤ code geometric max. + if c.stud_spacing_mm > 0.0: + self._add_check(6, "Stud Spacing ULS (SL1)", "Cl.606.4.1", + c.stud_spacing_mm, c.stud_spacing_max_mm, "mm", + note=f"SL1={c.stud_spacing_mm:.0f} ≤ max={c.stud_spacing_max_mm:.0f} mm") + + # 5b. Full shear connection spacing (Cl.606.4.1.1): SL2 ≤ code geometric max. + if c.stud_spacing_full_shear_mm > 0.0: + self._add_check(6, "Stud Spacing Full-Shear (SL2)", "Cl.606.4.1.1", + c.stud_spacing_full_shear_mm, c.stud_spacing_max_mm, "mm", + note=f"SL2={c.stud_spacing_full_shear_mm:.0f} ≤ max={c.stud_spacing_max_mm:.0f} mm") + + # 5c. Fatigue SLS stud spacing (Cl.606.4.2): SR ≤ code geometric max. + if c.stud_spacing_fatigue_mm > 0.0: + self._add_check(6, "Stud Spacing Fatigue (SR)", "Cl.606.4.2", + c.stud_spacing_fatigue_mm, c.stud_spacing_max_mm, "mm", + note=f"SR={c.stud_spacing_fatigue_mm:.0f} ≤ max={c.stud_spacing_max_mm:.0f} mm") + + # 5d. Governing spacing upper limit (Cl.606.9): Sactual ≤ max. + if c.stud_spacing_governing_mm > 0.0: + self._add_check(7, "Stud Spacing Governing ≤ Max", "Cl.606.9", + c.stud_spacing_governing_mm, c.stud_spacing_max_mm, "mm", + note=(f"Sact=min(SL1,SL2,SR)={c.stud_spacing_governing_mm:.0f} mm, " + f"max={c.stud_spacing_max_mm:.0f} mm")) + + # 5e. Governing spacing lower limit (Cl.606.9): Sactual ≥ min (75 mm). + if c.stud_spacing_governing_mm > 0.0: + self._add_check(7, "Stud Spacing Governing ≥ Min", "Cl.606.9", + c.stud_spacing_min_mm, c.stud_spacing_governing_mm, "mm", + note=f"min={c.stud_spacing_min_mm:.0f} ≤ Sact={c.stud_spacing_governing_mm:.0f} mm") + + # 5f. Stud detailing (Cl.606.6): demand=0 (all pass) or 1 (any fail). + det = c.details.get("stud_detailing", {}) + if det: + self._add_check(7, "Stud Detailing", "Cl.606.6", + 0.0 if c.stud_detailing_ok else 1.0, 1.0, "–", + note="d≤2tf, h≥max(4d,100), edge≥25, cover≥25") + + # ── CATEGORY 6: Resistance to Fatigue ──────────────────────────────── + if d.stress_range_MPa > 0 and c.f_fd_eff_MPa > 0: + self._add_check(8, "Fatigue Normal Stress", "Cl.605", + d.stress_range_MPa, c.f_fd_eff_MPa, "MPa", + note=f"Nsc={d.Nsc:,}") + if d.shear_range_MPa > 0 and c.tau_fd_eff_MPa > 0: + self._add_check(9, "Fatigue Shear Stress", "Cl.605", + d.shear_range_MPa, c.tau_fd_eff_MPa, "MPa", + note=f"Nsc={d.Nsc:,}") + + # ── CATEGORY 7: Stress Limitation (SLS) ────────────────────────────── + # 7a. Concrete compressive stress (Cl.604.3.1) + sls_act = c.details.get("sls_actual_stresses", {}) + if not sls_act.get("skipped") and c.sigma_c_actual_MPa > 0.0: + self._add_check(10, "SLS Concrete Stress", "Cl.604.3.1", + c.sigma_c_actual_MPa, c.sigma_c_limit_MPa, "MPa", + note=f"Limit = 0.48 fck = {c.sigma_c_limit_MPa:.1f} MPa") + + # 7b. Structural steel equivalent stress (Cl.604.3.1) + if not sls_act.get("skipped") and c.sigma_steel_equiv_MPa > 0.0: + self._add_check(11, "SLS Steel Equiv. Stress", "Cl.604.3.1", + c.sigma_steel_equiv_MPa, c.sigma_s_limit_MPa, "MPa", + note=f"fe = √(fbc²+fp²+fbc·fp+3τ²) ≤ 0.9fy = {c.sigma_s_limit_MPa:.1f} MPa") + + # 7c. Rebar tensile stress (Cl.604.3.1 / IRC 112 Cl.12.2.2) + if not sls_act.get("skipped") and c.sigma_rebar_actual_MPa > 0.0 and c.sigma_rebar_limit_MPa > 0.0: + self._add_check(12, "SLS Rebar Stress", "Cl.604.3.1", + c.sigma_rebar_actual_MPa, c.sigma_rebar_limit_MPa, "MPa", + note=f"Limit = 0.80 fyk = {c.sigma_rebar_limit_MPa:.1f} MPa") + + # ── CATEGORY 8: Deflection and Crack Control ────────────────────────── if d.delta_live_mm > 0: - self._add_check(5, "SLS Deflection (Live)", "Cl.604.3.2", + self._add_check(13, "SLS Deflection (Live)", "Cl.604.3.2", d.delta_live_mm, c.defl_limit_live_mm, "mm", note="Limit = L/800") if d.delta_total_mm > 0: - self._add_check(6, "SLS Deflection (Total)", "Cl.604.3.2", + self._add_check(14, "SLS Deflection (Total)", "Cl.604.3.2", d.delta_total_mm, c.defl_limit_total_mm, "mm", note="Limit = L/600") - if d.stress_range_MPa > 0 and c.f_fd_MPa > 0: - self._add_check(7, "Fatigue Normal Stress", "Cl.605", - d.stress_range_MPa, c.f_fd_MPa, "MPa", - note=f"Nsc={d.Nsc:,}") - - if d.shear_range_MPa > 0 and c.tau_fd_MPa > 0: - self._add_check(8, "Fatigue Shear Stress", "Cl.605", - d.shear_range_MPa, c.tau_fd_MPa, "MPa", - note=f"Nsc={d.Nsc:,}") + # Crack control — minimum reinforcement check (Cl.604.4) + if c.As_min_crack_mm2 > 0.0 and c.As_provided_crack_mm2 > 0.0: + self._add_check(15, "Crack Control (As_min)", "Cl.604.4", + c.As_min_crack_mm2, c.As_provided_crack_mm2, "mm²", + note=(f"As_min={c.As_min_crack_mm2:.0f} mm², " + f"As_prov={c.As_provided_crack_mm2:.0f} mm²")) + + # ── CATEGORY 5 (cont.): Transverse Shear (Cl.606.10) + ts = c.details.get("transverse_shear", {}) + if ts: + self._add_check(16, "Transverse Shear (VL vs Vcap)", "Cl.606.10", + ts["VL_N_per_mm"], ts["governing_capacity_kN_per_m"], "kN/m", + note=f"L={ts['L_shear_plane_mm']:.0f} mm") + if c.Ast_provided_cm2_per_m > 0.0: + self._add_check(17, "Transverse Shear (Ast_min)", "Cl.606.10", + c.Ast_required_cm2_per_m, c.Ast_provided_cm2_per_m, "cm²/m", + note=(f"Ast_req={c.Ast_required_cm2_per_m:.3f}, " + f"Ast_prov={c.Ast_provided_cm2_per_m:.3f} cm²/m")) return self.checks @@ -1358,11 +1941,19 @@ def _build_demands(self) -> str: lines.append(self._kv("Shear Range", d.shear_range_MPa, "MPa")) if d.Nsc > 0: lines.append(self._kv("Nsc", f"{d.Nsc:,}", "cycles")) + if d.M_sls_kNm > 0: + lines.append(self._kv("M_sls (service)", d.M_sls_kNm, "kNm")) + if d.V_sls_kN > 0: + lines.append(self._kv("V_sls (service)", d.V_sls_kN, "kN")) return "\n".join(lines) def _build_capacity_summary(self) -> str: c = self.capacity sc = c.details.get("section_class", {}) + sls = c.details.get("sls_actual_stresses", {}) + cmp = c.details.get("composite_section_props", {}) + crack = c.details.get("crack_control", {}) + stud_lim = c.details.get("stud_spacing_limits", {}) lines = [self._section_title("IRC 22:2015 CAPACITY COMPUTATIONS")] lines.append(f"\n 1. Effective Width (Cl.603.2.1)") @@ -1377,36 +1968,70 @@ def _build_capacity_summary(self) -> str: lines.append(f"\n 3. Positive Moment Capacity (Cl.603.3.1)") lines.append(f" PNA Location: {c.pna_location}") lines.append(f" xu = {c.xu_mm:.2f} mm") - lines.append(f" Mp = {c.Mp_kNm:,.2f} kNm") - lines.append(f" Md = Mp / gamma_m0 = {c.Md_kNm:,.2f} kNm") + lines.append(f" Mp = Md = {c.Md_kNm:,.2f} kNm (γm0 and γc embedded)") lines.append(f"\n 4. Plastic Shear Resistance (Cl.603.3.3.2)") - lines.append(f" Av = {c.Av_mm2:,.0f} mm2") + lines.append(f" Av = {c.Av_mm2:,.0f} mm²") lines.append(f" Vn = {c.Vn_kN:,.2f} kN") - lines.append(f" Vd = Vn / gamma_m0 = {c.Vd_kN:,.2f} kN") + lines.append(f" Vd = {c.Vd_kN:,.2f} kN") lines.append(f"\n 5. Buckling Resistance Moment (Cl.603.3.3.1)") - lines.append(f" Mcr = {c.Mcr_kNm:,.2f} kNm") - lines.append(f" lambda_LT = {c.lambda_LT:.4f}") - lines.append(f" chi_LT = {c.chi_LT:.4f}") + lines.append(f" Mcr = {c.Mcr_kNm:,.2f} kNm | λ_LT = {c.lambda_LT:.4f} | χ_LT = {c.chi_LT:.4f}") lines.append(f" Mb = {c.Mb_kNm:,.2f} kNm") - lines.append(f"\n 6. Combined Bending + Shear (Cl.603.3.3.3)") - lines.append(f" beta = {c.beta_interaction:.4f}") - lines.append(f" Mdv = {c.Mdv_kNm:,.2f} kNm") + lines.append(f"\n 6. Bending–Shear Interaction (Cl.603.3.3.3)") + lines.append(f" beta = {c.beta_interaction:.4f} | Mdv = {c.Mdv_kNm:,.2f} kNm") + + # Composite section properties + lines.append(f"\n 7. Composite Section Properties (Cl.604.3)") + if cmp: + st = cmp.get("short_term", {}) + lt = cmp.get("long_term", {}) + lines.append(f" Short-term (n={cmp.get('short_term',{}).get('n','?')}): " + f"I = {st.get('I_comp_mm4',0):,.0f} mm⁴ | " + f"y_top = {st.get('y_top_mm',0):.1f} mm | y_bot = {st.get('y_bot_mm',0):.1f} mm") + lines.append(f" Long-term (n={cmp.get('long_term',{}).get('n','?')}): " + f"I = {lt.get('I_comp_mm4',0):,.0f} mm⁴") + + lines.append(f"\n 8. SLS Stress Limits (Cl.604.3.1)") + lines.append(f" Concrete limit : σc ≤ 0.48 fck = {c.sigma_c_limit_MPa:.1f} MPa") + lines.append(f" Steel equiv. limit: fe ≤ 0.90 fy = {c.sigma_s_limit_MPa:.1f} MPa") + lines.append(f" Rebar limit : σr ≤ 0.80 fyk = {c.sigma_rebar_limit_MPa:.1f} MPa") + # Actual stresses + if not sls.get("skipped"): + lines.append(f" --- Actual stresses (M_sls = {sls.get('M_sls_kNm',0):.1f} kNm) ---") + lines.append(f" σc (concrete) = {c.sigma_c_actual_MPa:.3f} MPa" + f" {'OK' if c.sigma_c_actual_MPa <= c.sigma_c_limit_MPa else 'FAIL'}") + lines.append(f" fe (steel) = {c.sigma_steel_equiv_MPa:.3f} MPa" + f" {'OK' if c.sigma_steel_equiv_MPa <= c.sigma_s_limit_MPa else 'FAIL'}") + lines.append(f" σr (rebar) = {c.sigma_rebar_actual_MPa:.3f} MPa" + f" {'OK' if c.sigma_rebar_actual_MPa <= c.sigma_rebar_limit_MPa else 'FAIL'}") + lines.append(f" τ (web shear) = {c.tau_web_actual_MPa:.3f} MPa") + else: + lines.append(f" [Actual stresses not computed — supply M_sls_kNm to DemandEnvelope]") - lines.append(f"\n 7. Deflection Limits (Cl.604.3.2)") - lines.append(f" Live + impact <= L/800 = {c.defl_limit_live_mm:.2f} mm") - lines.append(f" Total <= L/600 = {c.defl_limit_total_mm:.2f} mm") + lines.append(f"\n 9. Deflection Limits (Cl.604.3.2)") + lines.append(f" Live + impact ≤ L/800 = {c.defl_limit_live_mm:.2f} mm") + lines.append(f" Total ≤ L/600 = {c.defl_limit_total_mm:.2f} mm") - lines.append(f"\n 8. Fatigue Assessment (Cl.605)") - lines.append(f" f_fd = {c.f_fd_MPa:.3f} MPa") - lines.append(f" tau_fd = {c.tau_fd_MPa:.3f} MPa") + lines.append(f"\n 10. Fatigue Assessment (Cl.605)") + lines.append(f" f_fd = {c.f_fd_MPa:.3f} MPa | τ_fd = {c.tau_fd_MPa:.3f} MPa") - lines.append(f"\n 9. Shear Stud Capacity (Cl.606.3.1)") - lines.append(f" Qu = {c.Qu_kN:.3f} kN per stud") + lines.append(f"\n 11. Shear Stud Capacity (Cl.606.3.1)") + lines.append(f" Qu = {c.Qu_kN:.3f} kN / stud") if c.stud_spacing_mm > 0: - lines.append(f" Required spacing = {c.stud_spacing_mm:.1f} mm") + lines.append(f" Required ULS spacing = {c.stud_spacing_mm:.1f} mm") + + lines.append(f"\n 12. Shear Connector Spacing Limits (Cl.606.9)") + if stud_lim: + lines.append(f" Max spacing = min(600, 3t_slab, 4h_stud) = {c.stud_spacing_max_mm:.0f} mm") + lines.append(f" Min spacing = {c.stud_spacing_min_mm:.0f} mm") + + lines.append(f"\n 13. Crack Control — Min Reinforcement (Cl.604.4)") + if crack: + lines.append(f" As_min = {c.As_min_crack_mm2:.0f} mm² | " + f"As_provided = {c.As_provided_crack_mm2:.0f} mm² | " + f"{'OK' if c.As_provided_crack_mm2 >= c.As_min_crack_mm2 else 'INSUFFICIENT'}") return "\n".join(lines) @@ -1734,7 +2359,12 @@ def run_design_check( # -- Step 3: IRC 22 Capacity -- print("\n[Step 3/5] Computing IRC 22:2015 capacities ...") calculator = IRC22CapacityCalculator(config) - capacity = calculator.compute_all(Vu_kN=demand.Vu_kN, stress_range_MPa=demand.stress_range_MPa) + capacity = calculator.compute_all( # ←── CHANGED + Vu_kN=demand.Vu_kN, + stress_range_MPa=demand.stress_range_MPa, + M_sls_kNm=demand.M_sls_kNm, + V_sls_kN=demand.V_sls_kN, + ) print(f" beff = {capacity.beff_mm:.1f} mm (Cl.603.2.1)") print(f" Md = {capacity.Md_kNm:,.2f} kNm (Cl.603.3.1)") print(f" Vd = {capacity.Vd_kN:,.2f} kN (Cl.603.3.3.2)") diff --git a/src/osdagbridge/core/utils/codes/irc22_2015.py b/src/osdagbridge/core/utils/codes/irc22_2015.py index 27f7ccbf1..9e91cf729 100644 --- a/src/osdagbridge/core/utils/codes/irc22_2015.py +++ b/src/osdagbridge/core/utils/codes/irc22_2015.py @@ -376,87 +376,181 @@ def cl_603_3_1_positive_moment_capacity( beff, ds, As, - Af, - bf, - tf, + bf_top, + tf_top, tw, - dc, + dw, + bf_bot, + tf_bot, + D_steel, + ys_from_bot, + h_haunch=0.0, + gamma_m0=GAMMA_M0_STEEL, + gamma_c=1.50, combination_type="basic", is_compact=True, - beff_compact_limit=None, - fabrication=KEY_SECTION_FABRICATION[0] # default = rolled + fabrication=KEY_SECTION_FABRICATION[0] ): """ - IRC:22-2014 - Clause 603.3.1 + Annexure I (I.1) - Positive Moment Resistance of Composite Beam + IRC:22-2014 Clause 603.3.1 + Annexure I (I.1 and I.2) + Positive Moment Resistance of Composite Beam (Sagging, Full Shear Interaction) """ - # Step 1: Effective width restriction - beff_used = beff + # 0. Combination-specific concrete safety factor + gamma_c_used = 1.20 if combination_type == "accidental" else gamma_c - if not is_compact: + # 1. Stress block shape factors — Annex I.1 + if fck <= 60.0: + eta = 1.0 + lam = 0.8 + elif fck <= 110.0: + eta = 1.0 - (fck - 60.0) / 250.0 + lam = 0.8 - (fck - 60.0) / 500.0 + else: + raise ValueError( + f"fck = {fck} MPa exceeds 110 MPa, outside the Annex I.1 stress " + "block formula range (IRC 22:2014)." + ) + alpha_cc = 0.67 + f_conc = alpha_cc * eta * fck / gamma_c_used + + # 2. Annex I.2 — restrict beff for non-compact sections + beff_used = beff + if not is_compact: eps = math.sqrt(250.0 / fy) - fabrication = fabrication.lower() + fab = fabrication.lower() - if fabrication == KEY_SECTION_FABRICATION[0]: # rolled - flange_compact_ratio = 10.5 * eps - section_type = "Rolled" - elif fabrication == KEY_SECTION_FABRICATION[1]: # welded - flange_compact_ratio = 9.4 * eps + if fab == KEY_SECTION_FABRICATION[1]: + outstand_limit = 9.4 * eps section_type = "Welded" else: - raise ValueError( - f"Invalid fabrication type '{fabrication}'. " - f"Allowed: {KEY_SECTION_FABRICATION}" - ) + outstand_limit = 10.5 * eps + section_type = "Rolled" + + beff_flange = outstand_limit * tf_top * 2 + + web_compact_ratio = 105.0 * eps + beff_web = web_compact_ratio * tw - # Flange compact check (IS800 reference) IS800_2007.Table2_i( - width=bf, - thickness=tf, + width=(bf_top / 2.0 - tw / 2.0), + thickness=tf_top, f_y=fy, section_type=section_type ) - - beff_flange_limit = flange_compact_ratio * tf - - # Web compact check (IS800 reference) IS800_2007.Table2_iii( - depth=ds, + depth=dw, thickness=tw, f_y=fy, classification_type="Neutral axis at mid-depth" ) - web_compact_ratio = 105.0 * eps - beff_web_limit = web_compact_ratio * tw - - beff_compact_limit = min(beff_flange_limit, beff_web_limit) + beff_compact_limit = min(beff_flange, beff_web) beff_used = min(beff, beff_compact_limit) - # Step 2: Positive Moment Capacity - # Full shear interaction assumption + # 3. Steel geometry helpers + Af_top = bf_top * tf_top + Aw = tw * dw + Af_bot = bf_bot * tf_bot - # Concrete compression force (N) - C = 0.36 * fck * beff_used * dc + # 4. Design forces + f_s = fy / gamma_m0 + T = As * f_s + C_max = f_conc * lam * beff_used * ds - # Steel tension force (N) - T = Af * fy + # 5a. CASE A: PNA in the concrete slab + if T <= C_max: + xu = T / (f_conc * lam * beff_used) + a = lam * xu - # Governing force - F = min(C, T) + y_steel = ds + h_haunch + (D_steel - ys_from_bot) + lever_arm = y_steel - a / 2.0 + + Mp_Nmm = T * lever_arm + Mp_kNm = Mp_Nmm / 1e6 + + return { + "eta" : round(eta, 4), + "lambda_factor" : round(lam, 4), + "alpha_cc" : alpha_cc, + "gamma_c_used" : gamma_c_used, + "f_conc_design_MPa" : round(f_conc, 3), + "beff_used_mm" : round(beff_used, 2), + "T_design_kN" : round(T / 1e3, 3), + "C_slab_max_kN" : round(C_max / 1e3, 3), + "xu_mm" : round(xu, 3), + "a_mm" : round(a, 3), + "pna_location" : "slab", + "lever_arm_mm" : round(lever_arm, 3), + "Mp_kNm" : round(Mp_kNm, 3), + "Md_kNm" : round(Mp_kNm, 3), + "clause" : "IRC 22:2014 - 603.3.1 + Annex I (I.1, I.2)", + } + + # 5b. CASE B: PNA in the steel section + C_conc = C_max + a = lam * ds + + F_steel_comp = (T - C_conc) / 2.0 + + if F_steel_comp <= Af_top * f_s: + pna_in_el = F_steel_comp / (bf_top * f_s) + y_pna_steel = pna_in_el + pna_location = "top_flange" + elif F_steel_comp <= (Af_top + Aw) * f_s: + depth_in_web = (F_steel_comp - Af_top * f_s) / (tw * f_s) + y_pna_steel = tf_top + depth_in_web + pna_location = "web" + else: + depth_in_bot = (F_steel_comp - (Af_top + Aw) * f_s) / (bf_bot * f_s) + y_pna_steel = tf_top + dw + depth_in_bot + pna_location = "bottom_flange" + + y_pna_abs = ds + h_haunch + y_pna_steel + xu = y_pna_abs + + y_conc_cg = a / 2.0 + Mp_Nmm = C_conc * (y_pna_abs - y_conc_cg) + + steel_elems = [ + (ds + h_haunch, tf_top, bf_top), + (ds + h_haunch + tf_top, dw, tw), + (ds + h_haunch + tf_top + dw, tf_bot, bf_bot), + ] + + for y_top, h_el, w_el in steel_elems: + y_bot = y_top + h_el + if y_bot <= y_pna_abs: + y_cg = y_top + h_el / 2.0 + Mp_Nmm += f_s * w_el * h_el * (y_pna_abs - y_cg) + elif y_top >= y_pna_abs: + y_cg = y_top + h_el / 2.0 + Mp_Nmm += f_s * w_el * h_el * (y_cg - y_pna_abs) + else: + h_comp = y_pna_abs - y_top + h_tens = y_bot - y_pna_abs + Mp_Nmm += f_s * w_el * h_comp * (h_comp / 2.0) + Mp_Nmm += f_s * w_el * h_tens * (h_tens / 2.0) - # Positive moment (Nmm) - Mp_Nmm = F * dc Mp_kNm = Mp_Nmm / 1e6 return { - "beff_used_mm": round(beff_used, 3), - "Mp_kNm": round(Mp_kNm, 3), - "governing_force": "concrete" if C < T else "steel", - "clause": "IRC 22:2014 - 603.3.1 Positive Moment Capacity" + "eta" : round(eta, 4), + "lambda_factor" : round(lam, 4), + "alpha_cc" : alpha_cc, + "gamma_c_used" : gamma_c_used, + "f_conc_design_MPa" : round(f_conc, 3), + "beff_used_mm" : round(beff_used, 2), + "T_design_kN" : round(T / 1e3, 3), + "C_slab_max_kN" : round(C_max / 1e3, 3), + "xu_mm" : round(xu, 3), + "a_mm" : round(a, 3), + "pna_location" : pna_location, + "y_pna_from_steel_top_mm" : round(y_pna_steel, 3), + "Mp_kNm" : round(Mp_kNm, 3), + "Md_kNm" : round(Mp_kNm, 3), + "clause" : "IRC 22:2014 - 603.3.1 + Annex I (I.1, I.2)", } @@ -1316,7 +1410,7 @@ def cl_605_4_fatigue_assessment( tau_range <= tau_fd Absolute max stress limits: - sigma_max <= fy + sigma_max <= 1.5 * fy tau_max <= tau_y Note: @@ -1324,8 +1418,6 @@ def cl_605_4_fatigue_assessment( As per assumption: tau_y = 0.43 * fy (Assumed based on IRC:24 Table G.2) """ - - if fy is None: raise ValueError("fy (yield stress) must be provided") @@ -1336,7 +1428,7 @@ def cl_605_4_fatigue_assessment( # Normal elastic limit - sigma_limit = fy + sigma_limit = 1.5 * fy # Shear elastic limit tau_y = 0.43 * fy # Assumption: IRC 24 Table G.2 @@ -1660,8 +1752,8 @@ def cl_606_4_1_longitudinal_shear_and_spacing( # Effective thickness of concrete in compression block t_eff = min(xu_mm, t_slab_mm) - # Transformed compressive concrete area - Aec = n * beff_mm * t_eff # mm2 + # Transformed compressive concrete area (steel-side: divide by n) + Aec = beff_mm * t_eff / n # mm2 # Distance from NA to centroid of concrete compression block Y = xu_mm - (t_eff / 2.0) @@ -1671,8 +1763,8 @@ def cl_606_4_1_longitudinal_shear_and_spacing( # Steel inertia about composite NA I_steel = Is_mm4 + As_mm2 * (ys_mm - xu_mm) ** 2 - # Concrete inertia about composite NA (transformed) - I_conc = (n * beff_mm * (t_eff ** 3) / 12.0) + Aec * (Y ** 2) + # Concrete inertia about composite NA (steel-side: divide by n) + I_conc = (beff_mm * (t_eff ** 3) / (12.0 * n)) + Aec * (Y ** 2) Ic_mm4 = I_steel + I_conc @@ -1704,7 +1796,7 @@ def cl_606_4_1_1_full_shear_spacing( Qu_kN, # stud capacity (kN) -> from IRC22 606.3.1 shear_span_mm, # L = length from zero moment to max moment section (mm) studs_per_section=2, - gamma_m=GAMMA_M0_STEEL + gamma_m=1 ): """ IRC 22:2015 Clause 606.4.1.1 Full Shear Connection @@ -1766,7 +1858,8 @@ def cl_606_4_2_fatigue_shear_spacing( xu_mm, # NA depth from top concrete (mm) -> from IRC22 603.3.1 t_slab_mm, # slab thickness (mm) I_composite_mm4, # composite moment of inertia (mm4) (same as 606.4.1; may move to another file) - Qu_kN, # stud capacity (kN) -> from Clause 606.3.1 + Qu_kN, # stud fatigue capacity Qr (kN) -> from Clause 606.3.2 + n, # short-term modular ratio Es/Ecm studs_per_section=2 ): """ @@ -1791,7 +1884,7 @@ def cl_606_4_2_fatigue_shear_spacing( t_eff = min(xu_mm, t_slab_mm) # transformed compression area of concrete - Aec_mm2 = beff_mm * t_eff + Aec_mm2 = beff_mm * t_eff / n # CG distance of compression block from NA (same as 606.4.1) Y_mm = xu_mm - t_eff / 2 From 2886914060b3e87b58b2e69723aad4ba99a17b69 Mon Sep 17 00:00:00 2001 From: unknown Date: Thu, 7 May 2026 00:40:53 +0530 Subject: [PATCH 176/225] designer updates for shear checks and some corrections. IRC 22 and main file minor updates. --- .../bridge_types/plate_girder/designer.py | 29 +++++++++++++++++++ .../plate_girder/plategirderbridge.py | 22 ++++++++------ .../core/utils/codes/irc22_2015.py | 18 +++++++----- 3 files changed, 52 insertions(+), 17 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/designer.py b/src/osdagbridge/core/bridge_types/plate_girder/designer.py index bed4695ff..af5b99c83 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/designer.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/designer.py @@ -617,6 +617,33 @@ def _sum_defl(lcs: list) -> float: except (KeyError, ValueError): pass + # ------------------------------------------------------------------ + # (5) SLS moment and shear — max live load values (service, unfactored) + # ------------------------------------------------------------------ + M_sls_mz = 0.0 + V_sls_vy = 0.0 + for lc in all_live_lcs: + try: + mz = _as_float( + ds.sel(Loadcase=lc, Element=element_ids, + Component=["Mz_i", "Mz_j"])["forces"].values + ) + vy = _as_float( + ds.sel(Loadcase=lc, Element=element_ids, + Component=["Vy_i", "Vy_j"])["forces"].values + ) + mz_finite = mz[~np.isnan(mz)] + vy_finite = vy[~np.isnan(vy)] + if mz_finite.size: + M_sls_mz = max(M_sls_mz, float(np.abs(mz_finite).max())) + if vy_finite.size: + V_sls_vy = max(V_sls_vy, float(np.abs(vy_finite).max())) + except KeyError: + continue + + M_sls_kNm = M_sls_mz / 1000.0 + V_sls_kN = V_sls_vy / 1000.0 + return DemandEnvelope( Mu_kNm=round(Mu_kNm, 2), Vu_kN=round(Vu_kN, 2), @@ -631,6 +658,8 @@ def _sum_defl(lcs: list) -> float: location="critical element", member=member_name, source="grillage_analysis", + M_sls_kNm=round(M_sls_kNm, 2), + V_sls_kN=round(V_sls_kN, 2), ) @staticmethod diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py index 877a5494d..9f7800e15 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py @@ -677,17 +677,21 @@ def _run_dcr_checks(self, dataset) -> None: print_report=True, ) - dcr_by_id: dict[int, float] = {c.check_id: c.dcr for c in engine.checks} - self._frontend.set_output_value(KEY_UTIL_FLEXURE, dcr_by_id.get(1, 0.0) * 100) - self._frontend.set_output_value(KEY_UTIL_SHEAR, dcr_by_id.get(2, 0.0) * 100) - self._frontend.set_output_value(KEY_UTIL_INTERACTION, dcr_by_id.get(3, 0.0) * 100) - self._frontend.set_output_value(KEY_UTIL_LTB, dcr_by_id.get(4, 0.0) * 100) - defl_dcr = max(dcr_by_id.get(5, 0.0), dcr_by_id.get(6, 0.0)) + dcr_by_id: dict[int, float] = {} + for c in engine.checks: + dcr_by_id[c.check_id] = max(dcr_by_id.get(c.check_id, 0.0), c.dcr) + self._frontend.set_output_value(KEY_UTIL_FLEXURE, dcr_by_id.get(1, 0.0) * 100) + self._frontend.set_output_value(KEY_UTIL_SHEAR, dcr_by_id.get(2, 0.0) * 100) + self._frontend.set_output_value(KEY_UTIL_INTERACTION, dcr_by_id.get(3, 0.0) * 100) + self._frontend.set_output_value(KEY_UTIL_LTB, dcr_by_id.get(5, 0.0) * 100) + defl_dcr = max(dcr_by_id.get(13, 0.0), dcr_by_id.get(14, 0.0), dcr_by_id.get(15, 0.0)) self._frontend.set_output_value(KEY_UTIL_DEFLECTION_CRACK, defl_dcr * 100) - fatigue_dcr = max(dcr_by_id.get(7, 0.0), dcr_by_id.get(8, 0.0)) + fatigue_dcr = max(dcr_by_id.get(8, 0.0), dcr_by_id.get(9, 0.0)) self._frontend.set_output_value(KEY_UTIL_FATIGUE, fatigue_dcr * 100) - self._frontend.set_output_value(KEY_UTIL_LONG_TRANS_SHEAR, 0.0) - self._frontend.set_output_value(KEY_UTIL_STRESS_LIMITATION, 0.0) + trans_shear_dcr = max(dcr_by_id.get(16, 0.0), dcr_by_id.get(17, 0.0)) + self._frontend.set_output_value(KEY_UTIL_LONG_TRANS_SHEAR, trans_shear_dcr * 100) + stress_dcr = max(dcr_by_id.get(10, 0.0), dcr_by_id.get(11, 0.0), dcr_by_id.get(12, 0.0)) + self._frontend.set_output_value(KEY_UTIL_STRESS_LIMITATION, stress_dcr * 100) # ───────────────────────────────────────────────────────────────────────── # Plotting diff --git a/src/osdagbridge/core/utils/codes/irc22_2015.py b/src/osdagbridge/core/utils/codes/irc22_2015.py index 9e91cf729..427b0d2b2 100644 --- a/src/osdagbridge/core/utils/codes/irc22_2015.py +++ b/src/osdagbridge/core/utils/codes/irc22_2015.py @@ -561,7 +561,7 @@ def cl_603_3_3_1_buckling_resistance_moment( Ze, # mm3 fy, # MPa gamma_mo=GAMMA_M0_STEEL, - support="KEY_DISP_SUPPORT1", + support="Simply Supported", Iy=None, # mm4 It=None, # mm4 @@ -609,10 +609,11 @@ def cl_603_3_3_1_buckling_resistance_moment( # ------------------ Step 2: βb ------------------ if section_class in ["plastic", "compact"]: beta_b = 1.0 - elif section_class in ["semi-compact"]: + elif section_class in ["semi-compact", "slender"]: + # Slender webs are common in plate girders; IS 800 Cl.8.2.1.2 limits Md to Ze*fy/γm0 beta_b = Ze / Zp else: - raise ValueError("Buckling check not applicable for slender sections") + raise ValueError(f"Unrecognised section_class '{section_class}'") # ------------------ Step 3: αLT ------------------ alpha_LT = 0.21 if section_type == "rolled" else 0.49 @@ -863,6 +864,7 @@ def cl_603_3_3_3_reduced_bending_under_high_shear( if V_kN <= 0.6 * Vd_kN: return { "Md_kNm": round(Md_kNm, 3), + "Mfd_kNm": round(Mfd_kNm, 3), "Mdv_kNm": round(Md_kNm, 3), "beta": 0.0, "is_reduction_required": False, @@ -2090,15 +2092,15 @@ def cl_606_10_transverse_shear_check( """ - # Convert units where required - VL = VL_kN # kN/m - L = L_mm / 1000.0 # convert mm to metres + # IRC 22:2015 Cl.606.10 formula uses L in mm → result is N/mm ≡ kN/m + VL = VL_kN # kN/m (= N/mm) + L = L_mm # mm (do NOT convert to metres; coefficient 0.632 is calibrated for mm) Ast = Ast_cm2_per_m # cm2/m as required by clause - # Capacity 1 + # Capacity 1 Vcap1 = 0.632 * L * math.sqrt(fck) - # Capacity 2 + # Capacity 2 Vcap2 = 0.232 * L * math.sqrt(fck) + 0.1 * Ast * fyk * n_layers * 1e-3 # Note: 0.1 * Ast * fyk gives kN since Ast in cm2 and fyk MPa From 57ea870c1434bb7e62491b3b1bc7cbdd8b9c927e Mon Sep 17 00:00:00 2001 From: Garvit Singh Rathore Date: Wed, 6 May 2026 00:18:17 +0530 Subject: [PATCH 177/225] Update cache handling for map and set boundary checkbox to false --- src/osdagbridge/desktop/ui/dialogs/project_location.py | 1 + src/osdagbridge/desktop/ui/widgets/native_map.py | 9 ++++++--- 2 files changed, 7 insertions(+), 3 deletions(-) diff --git a/src/osdagbridge/desktop/ui/dialogs/project_location.py b/src/osdagbridge/desktop/ui/dialogs/project_location.py index f6fed11ba..75937eda4 100644 --- a/src/osdagbridge/desktop/ui/dialogs/project_location.py +++ b/src/osdagbridge/desktop/ui/dialogs/project_location.py @@ -649,6 +649,7 @@ def _set_active_method(self, method): self.district_combo.setEnabled(False) self.map_view.setEnabled(True) self.irc_title_label.setText("IRC 6 (2017) Values:") + self.boundary_overlay_checkbox.setChecked(False) elif method == "custom_data" and self.method_custom_data.isChecked(): self.method_stack.setCurrentIndex(2) self.code_widget.setVisible(False) diff --git a/src/osdagbridge/desktop/ui/widgets/native_map.py b/src/osdagbridge/desktop/ui/widgets/native_map.py index c7470e795..58219035e 100644 --- a/src/osdagbridge/desktop/ui/widgets/native_map.py +++ b/src/osdagbridge/desktop/ui/widgets/native_map.py @@ -1,10 +1,9 @@ - import math import json from pathlib import Path from functools import lru_cache from PySide6.QtWidgets import QWidget -from PySide6.QtCore import Qt, Signal, QPoint, QPointF, QRect, QRectF, QUrl +from PySide6.QtCore import Qt, Signal, QPoint, QPointF, QRect, QRectF, QUrl, QStandardPaths from PySide6.QtGui import QPainter, QPixmap, QImage, QBrush, QColor, QPen, QMouseEvent, QWheelEvent, QPainterPath from PySide6.QtNetwork import QNetworkAccessManager, QNetworkRequest, QNetworkDiskCache, QNetworkReply @@ -13,6 +12,10 @@ SEISMIC_ZONE_IMAGE = _DATA_DIR / "seismic.png" WIND_ZONE_IMAGE = _DATA_DIR / "wind.png" +# Proper temp folder for cache handling +temp_dir = Path(QStandardPaths.writableLocation(QStandardPaths.TempLocation)) / "osdag_map_cache" +temp_dir.mkdir(parents=True, exist_ok=True) + # India bounding box (approximate) for overlay alignment # These are the geographic bounds the overlay images represent INDIA_BOUNDS = { @@ -50,7 +53,7 @@ def __init__(self, parent=None): # Network Manager for fetching tiles self.manager = QNetworkAccessManager(self) self.cache = QNetworkDiskCache(self) - self.cache.setCacheDirectory("osdag_map_cache") + self.cache.setCacheDirectory(str(temp_dir)) self.cache.setMaximumCacheSize(50 * 1024 * 1024) # 50 MB self.manager.setCache(self.cache) From 13c3946916e1bc7407a95025e65880b711ee0d29 Mon Sep 17 00:00:00 2001 From: Sarthak790 Date: Thu, 23 Apr 2026 19:00:40 +0530 Subject: [PATCH 178/225] added the toggle button for nodes --- .../bridge_types/plate_girder/analyser.py | 2 +- src/osdagbridge/desktop/ui/mpl_plot_widget.py | 45 ++++++++++++++++++- .../desktop/ui/utils/custom_3dviewer.py | 2 +- 3 files changed, 45 insertions(+), 4 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/analyser.py b/src/osdagbridge/core/bridge_types/plate_girder/analyser.py index e82327fc1..64f7d47b1 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/analyser.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/analyser.py @@ -1112,7 +1112,7 @@ def add_vehicle_load_cases_from_combinations(self, model=None): # Add to load case # ----------------------------- lc.add_load( - load=vehicle, + load_obj=vehicle, load_factor=lane_factor ) diff --git a/src/osdagbridge/desktop/ui/mpl_plot_widget.py b/src/osdagbridge/desktop/ui/mpl_plot_widget.py index 6f49454cb..809bf9e79 100644 --- a/src/osdagbridge/desktop/ui/mpl_plot_widget.py +++ b/src/osdagbridge/desktop/ui/mpl_plot_widget.py @@ -3,6 +3,7 @@ from matplotlib.backends.backend_qtagg import FigureCanvasQTAgg import matplotlib.pyplot as plt +from mpl_toolkits.mplot3d.art3d import Path3DCollection # Added for Node toggling from PySide6.QtWidgets import ( QWidget, QVBoxLayout, QHBoxLayout, QComboBox, QSizePolicy, QPushButton @@ -60,8 +61,9 @@ def __init__(self, parent=None): # Set by link_output_dock() self._output_dock = None - # Grillage-only mode + # Display States self._grillage_mode = False + self._show_nodes = True # Track node visibility state # Zoom state self._zoom_scale = 1.0 @@ -110,10 +112,28 @@ def __init__(self, parent=None): ) self._btn_grillage.toggled.connect(self._on_grillage_toggled) + # NEW: nodes toggle button + self._btn_nodes = QPushButton("Nodes") + self._btn_nodes.setCheckable(True) + self._btn_nodes.setChecked(True) # On by default + self._btn_nodes.setFixedHeight(28) + self._btn_nodes.setFocusPolicy(Qt.NoFocus) + self._btn_nodes.setToolTip("Show or hide node markers") + self._btn_nodes.setStyleSheet( + "QPushButton { font-size: 12px; border: 1px solid #bbb; border-radius: 4px;" + " background: #f5f5f5; padding: 0 8px; }" + "QPushButton:hover { background: #e0e0e0; }" + "QPushButton:pressed { background: #bdbdbd; }" + "QPushButton:checked { background: #1565C0; color: white;" + " border: 1px solid #0D47A1; }" + ) + self._btn_nodes.toggled.connect(self._on_nodes_toggled) + toolbar_row = QHBoxLayout() toolbar_row.setContentsMargins(4, 2, 4, 2) toolbar_row.setSpacing(4) toolbar_row.addWidget(self._btn_grillage) + toolbar_row.addWidget(self._btn_nodes) # Added next to Grillage toolbar_row.addStretch() toolbar_row.addWidget(self._btn_zoom_out) toolbar_row.addWidget(self._btn_zoom_in) @@ -212,6 +232,10 @@ def update_plot(self, *_args): self._canvas.figure = self._fig self._fig.set_canvas(self._canvas) + + # Ensure node visibility matches the toggle state on new plots + self._apply_node_visibility() + self._fit_figure_to_canvas() self._canvas.draw() @@ -229,6 +253,10 @@ def _on_grillage_toggled(self, checked: bool): self._fig = build_figure_grillage(self._nodes, self._members) self._canvas.figure = self._fig self._fig.set_canvas(self._canvas) + + # Ensure node visibility matches the toggle state + self._apply_node_visibility() + self._fit_figure_to_canvas() self._canvas.draw() self._zoom_scale = 1.0 @@ -236,6 +264,12 @@ def _on_grillage_toggled(self, checked: bool): else: self.update_plot() + def _on_nodes_toggled(self, checked: bool): + """Instantly toggle the visibility of scatter plot nodes without rebuilding the figure.""" + self._show_nodes = checked + self._apply_node_visibility() + self._canvas.draw_idle() # Updates the canvas instantly + def resizeEvent(self, event): super().resizeEvent(event) self._fit_figure_to_canvas() @@ -243,6 +277,13 @@ def resizeEvent(self, event): # private helpers + def _apply_node_visibility(self): + """Finds all scatter point collections (Path3DCollection) and toggles their visibility.""" + for ax in self._fig.axes: + for collection in ax.collections: + if isinstance(collection, Path3DCollection): + collection.set_visible(self._show_nodes) + def _fit_figure_to_canvas(self): """Resize the matplotlib figure to match the current canvas widget size.""" w_px = self._canvas.width() @@ -318,4 +359,4 @@ def _current_force_key(self) -> str: for rb in self._output_dock.output_widget.findChildren(CustomRadioButton): if rb.isChecked() and rb.text() in _RICH_LABEL_TO_FORCE: return _RICH_LABEL_TO_FORCE[rb.text()] - return "Fy" # fallback + return "Fy" # fallback \ No newline at end of file diff --git a/src/osdagbridge/desktop/ui/utils/custom_3dviewer.py b/src/osdagbridge/desktop/ui/utils/custom_3dviewer.py index 99727324c..b31f36bc2 100644 --- a/src/osdagbridge/desktop/ui/utils/custom_3dviewer.py +++ b/src/osdagbridge/desktop/ui/utils/custom_3dviewer.py @@ -430,7 +430,7 @@ def display_view_cube(self): def _show_navcube_when_ready(self): self._resize_navcube() self._position_navcube() - self.navcube.mark_ready() + # self.navcube.mark_ready() self.navcube.update() # ------------------------------------------------------------------ From dce2c71073e41d3fc07ea54011500491a6a82941 Mon Sep 17 00:00:00 2001 From: Sarthak790 Date: Thu, 23 Apr 2026 19:05:55 +0530 Subject: [PATCH 179/225] added the toggle option for axis --- .../plate_girder/plot_generator.py | 15 +++-- src/osdagbridge/desktop/ui/mpl_plot_widget.py | 55 ++++++++++++++++--- 2 files changed, 55 insertions(+), 15 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py b/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py index e52ea4ec5..378ec8d2d 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py @@ -173,25 +173,28 @@ def _add_coordinate_triad(ax, nodes, scale=0.10): ox, oy, oz = min(xs), 0, min(zs) # triad origin colors = {"X": "#FF4136", "Y": "#2ECC40", "Z": "#0074D9"} + + # We tag these elements so the UI toggle button can easily find and hide them! + tag = "coord_triad" # X arrow (along span) ax.quiver(ox, oz, oy, L, 0, 0, - color=colors["X"], linewidth=2, arrow_length_ratio=0.25, zorder=5) + color=colors["X"], linewidth=2, arrow_length_ratio=0.25, zorder=5, gid=tag) ax.text(ox + L * 1.25, oz, oy, "X", color=colors["X"], - fontsize=9, fontweight="bold", zorder=5) + fontsize=9, fontweight="bold", zorder=5, gid=tag) # Z arrow (along width) — note ax.plot uses (x=span, y=width, z=force) ax.quiver(ox, oz, oy, 0, L, 0, - color=colors["Z"], linewidth=2, arrow_length_ratio=0.25, zorder=5) + color=colors["Z"], linewidth=2, arrow_length_ratio=0.25, zorder=5, gid=tag) ax.text(ox, oz + L * 1.25, oy, "Z", color=colors["Z"], - fontsize=9, fontweight="bold", zorder=5) + fontsize=9, fontweight="bold", zorder=5, gid=tag) # Y arrow (upward = force direction) — scaled by 0.30 to match box_aspect Ly = L * 0.30 ax.quiver(ox, oz, oy, 0, 0, Ly, - color=colors["Y"], linewidth=2, arrow_length_ratio=0.25, zorder=5) + color=colors["Y"], linewidth=2, arrow_length_ratio=0.25, zorder=5, gid=tag) ax.text(ox, oz, oy + Ly * 1.25, "Y", color=colors["Y"], - fontsize=9, fontweight="bold", zorder=5) + fontsize=9, fontweight="bold", zorder=5, gid=tag) # ============================================================================= diff --git a/src/osdagbridge/desktop/ui/mpl_plot_widget.py b/src/osdagbridge/desktop/ui/mpl_plot_widget.py index 809bf9e79..c48a1bd84 100644 --- a/src/osdagbridge/desktop/ui/mpl_plot_widget.py +++ b/src/osdagbridge/desktop/ui/mpl_plot_widget.py @@ -3,7 +3,7 @@ from matplotlib.backends.backend_qtagg import FigureCanvasQTAgg import matplotlib.pyplot as plt -from mpl_toolkits.mplot3d.art3d import Path3DCollection # Added for Node toggling +from mpl_toolkits.mplot3d.art3d import Path3DCollection from PySide6.QtWidgets import ( QWidget, QVBoxLayout, QHBoxLayout, QComboBox, QSizePolicy, QPushButton @@ -63,11 +63,12 @@ def __init__(self, parent=None): # Display States self._grillage_mode = False - self._show_nodes = True # Track node visibility state + self._show_nodes = True + self._show_axis = True # Track axis visibility state # Zoom state self._zoom_scale = 1.0 - self._orig_limits = None # {ax_index: {"x": (lo,hi), "y": ..., "z": ...}} + self._orig_limits = None # matplotlib canvas self._fig = plt.figure(figsize=(14, 6), facecolor="white") @@ -112,10 +113,10 @@ def __init__(self, parent=None): ) self._btn_grillage.toggled.connect(self._on_grillage_toggled) - # NEW: nodes toggle button + # nodes toggle button self._btn_nodes = QPushButton("Nodes") self._btn_nodes.setCheckable(True) - self._btn_nodes.setChecked(True) # On by default + self._btn_nodes.setChecked(True) self._btn_nodes.setFixedHeight(28) self._btn_nodes.setFocusPolicy(Qt.NoFocus) self._btn_nodes.setToolTip("Show or hide node markers") @@ -129,11 +130,29 @@ def __init__(self, parent=None): ) self._btn_nodes.toggled.connect(self._on_nodes_toggled) + # NEW: axis toggle button + self._btn_axis = QPushButton("Axis") + self._btn_axis.setCheckable(True) + self._btn_axis.setChecked(True) + self._btn_axis.setFixedHeight(28) + self._btn_axis.setFocusPolicy(Qt.NoFocus) + self._btn_axis.setToolTip("Show or hide coordinate axis") + self._btn_axis.setStyleSheet( + "QPushButton { font-size: 12px; border: 1px solid #bbb; border-radius: 4px;" + " background: #f5f5f5; padding: 0 8px; }" + "QPushButton:hover { background: #e0e0e0; }" + "QPushButton:pressed { background: #bdbdbd; }" + "QPushButton:checked { background: #1565C0; color: white;" + " border: 1px solid #0D47A1; }" + ) + self._btn_axis.toggled.connect(self._on_axis_toggled) + toolbar_row = QHBoxLayout() toolbar_row.setContentsMargins(4, 2, 4, 2) toolbar_row.setSpacing(4) toolbar_row.addWidget(self._btn_grillage) - toolbar_row.addWidget(self._btn_nodes) # Added next to Grillage + toolbar_row.addWidget(self._btn_nodes) + toolbar_row.addWidget(self._btn_axis) # Added next to Nodes toolbar_row.addStretch() toolbar_row.addWidget(self._btn_zoom_out) toolbar_row.addWidget(self._btn_zoom_in) @@ -233,8 +252,9 @@ def update_plot(self, *_args): self._canvas.figure = self._fig self._fig.set_canvas(self._canvas) - # Ensure node visibility matches the toggle state on new plots + # Ensure toggles match their current state self._apply_node_visibility() + self._apply_axis_visibility() self._fit_figure_to_canvas() self._canvas.draw() @@ -254,8 +274,9 @@ def _on_grillage_toggled(self, checked: bool): self._canvas.figure = self._fig self._fig.set_canvas(self._canvas) - # Ensure node visibility matches the toggle state + # Ensure toggles match their current state self._apply_node_visibility() + self._apply_axis_visibility() self._fit_figure_to_canvas() self._canvas.draw() @@ -268,7 +289,13 @@ def _on_nodes_toggled(self, checked: bool): """Instantly toggle the visibility of scatter plot nodes without rebuilding the figure.""" self._show_nodes = checked self._apply_node_visibility() - self._canvas.draw_idle() # Updates the canvas instantly + self._canvas.draw_idle() + + def _on_axis_toggled(self, checked: bool): + """Instantly toggle the visibility of the XYZ coordinate triad.""" + self._show_axis = checked + self._apply_axis_visibility() + self._canvas.draw_idle() def resizeEvent(self, event): super().resizeEvent(event) @@ -284,6 +311,16 @@ def _apply_node_visibility(self): if isinstance(collection, Path3DCollection): collection.set_visible(self._show_nodes) + def _apply_axis_visibility(self): + """Finds all collections and text tagged as 'coord_triad' and toggles them.""" + for ax in self._fig.axes: + for collection in ax.collections: + if collection.get_gid() == "coord_triad": + collection.set_visible(self._show_axis) + for text in ax.texts: + if text.get_gid() == "coord_triad": + text.set_visible(self._show_axis) + def _fit_figure_to_canvas(self): """Resize the matplotlib figure to match the current canvas widget size.""" w_px = self._canvas.width() From f29f434382ae8a529efd1a42dd14d60754629b9b Mon Sep 17 00:00:00 2001 From: Sarthak790 Date: Thu, 23 Apr 2026 19:17:33 +0530 Subject: [PATCH 180/225] added supports --- .../plate_girder/plot_generator.py | 32 +++++ src/osdagbridge/desktop/ui/mpl_plot_widget.py | 132 +++++++----------- 2 files changed, 81 insertions(+), 83 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py b/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py index 378ec8d2d..186493e2c 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py @@ -195,6 +195,33 @@ def _add_coordinate_triad(ax, nodes, scale=0.10): color=colors["Y"], linewidth=2, arrow_length_ratio=0.25, zorder=5, gid=tag) ax.text(ox, oz, oy + Ly * 1.25, "Y", color=colors["Y"], fontsize=9, fontweight="bold", zorder=5, gid=tag) + +def _add_supports(ax, nodes, members): + """Draw pin (diamond) and roller (circle) supports at the ends of girders.""" + girders = _find_girders(nodes, members) + pin_x, pin_z = [], [] + rol_x, rol_z = [], [] + + for z_val, elems in girders.items(): + if not elems: continue + n_left = members[elems[0]][0] + n_right = members[elems[-1]][1] + + pin_x.append(nodes[n_left][0]) + pin_z.append(nodes[n_left][2]) + + rol_x.append(nodes[n_right][0]) + rol_z.append(nodes[n_right][2]) + + # Pinned supports (Left side) -> Green Diamond (Matches Plotly!) + ax.scatter(pin_x, pin_z, np.zeros_like(pin_x), marker='D', s=70, + color='#7CB342', edgecolors='black', linewidths=1.5, + zorder=6, depthshade=False, gid="supports") + + # Roller supports (Right side) -> Yellow Circle (Matches Plotly!) + ax.scatter(rol_x, rol_z, np.zeros_like(rol_x), marker='o', s=70, + color='#FBC02D', edgecolors='black', linewidths=1.5, + zorder=6, depthshade=False, gid="supports") # ============================================================================= @@ -228,6 +255,7 @@ def build_figure_grillage(nodes, members): _add_grillage_background(ax, nodes, members) _add_coordinate_triad(ax, nodes) + _add_supports(ax, nodes, members) # Draw node markers xs = [coord[0] for coord in nodes.values()] @@ -292,6 +320,7 @@ def build_figure_sfd(ds, force_key, nodes, members, edge_dist=0.0): _add_grillage_background(ax, nodes, members) _add_coordinate_triad(ax, nodes) + _add_supports(ax, nodes, members) shear_color = "#1565C0" fill_color = "#90CAF9" @@ -439,6 +468,7 @@ def build_figure_bmd(ds, force_key, nodes, members, edge_dist=0.0): _add_grillage_background(ax, nodes, members) _add_coordinate_triad(ax, nodes) + _add_supports(ax, nodes, members) moment_color = "#C62828" fill_color = "#EF9A9A" @@ -597,6 +627,7 @@ def build_figure_bmd_contour(ds, force_key, nodes, members, edge_dist=0.0): _add_grillage_background(ax, nodes, members) _add_coordinate_triad(ax, nodes) + _add_supports(ax, nodes, members) base_color = "#388E3C" @@ -717,6 +748,7 @@ def build_figure_deflection(ds, disp_key, nodes, members, edge_dist=0.0): _add_grillage_background(ax, nodes, members) _add_coordinate_triad(ax, nodes) + _add_supports(ax, nodes, members) defl_color = "#6A1B9A" # deep purple fill_color = "#CE93D8" # light purple diff --git a/src/osdagbridge/desktop/ui/mpl_plot_widget.py b/src/osdagbridge/desktop/ui/mpl_plot_widget.py index c48a1bd84..50d17d3e2 100644 --- a/src/osdagbridge/desktop/ui/mpl_plot_widget.py +++ b/src/osdagbridge/desktop/ui/mpl_plot_widget.py @@ -42,10 +42,7 @@ class MplPlotWidget(QWidget): """ PySide6 widget that renders matplotlib analysis plots. - - Controls (load-case combo + force radio buttons) live in the OutputDock. - Call setup() after bridge.design() completes, then link_output_dock() to - wire the dock controls to this widget. + Controls live in the OutputDock. """ def __init__(self, parent=None): @@ -57,14 +54,13 @@ def __init__(self, parent=None): self._nodes = {} self._members = {} self._edge_dist = 0.0 - - # Set by link_output_dock() self._output_dock = None # Display States self._grillage_mode = False self._show_nodes = True - self._show_axis = True # Track axis visibility state + self._show_axis = True + self._show_supports = True # NEW: Track support visibility # Zoom state self._zoom_scale = 1.0 @@ -90,20 +86,12 @@ def __init__(self, parent=None): "QPushButton:hover { background: #e0e0e0; }" "QPushButton:pressed { background: #bdbdbd; }" ) - self._btn_zoom_in.setToolTip("Zoom In") - self._btn_zoom_out.setToolTip("Zoom Out") - self._btn_zoom_reset.setToolTip("Reset Zoom") self._btn_zoom_in.clicked.connect(self._zoom_in) self._btn_zoom_out.clicked.connect(self._zoom_out) self._btn_zoom_reset.clicked.connect(self._zoom_reset) - # grillage toggle button - self._btn_grillage = QPushButton("Grillage") - self._btn_grillage.setCheckable(True) - self._btn_grillage.setFixedHeight(28) - self._btn_grillage.setFocusPolicy(Qt.NoFocus) - self._btn_grillage.setToolTip("Show bridge grillage only") - self._btn_grillage.setStyleSheet( + # TOOBAR BUTTONS + btn_style = ( "QPushButton { font-size: 12px; border: 1px solid #bbb; border-radius: 4px;" " background: #f5f5f5; padding: 0 8px; }" "QPushButton:hover { background: #e0e0e0; }" @@ -111,48 +99,46 @@ def __init__(self, parent=None): "QPushButton:checked { background: #1565C0; color: white;" " border: 1px solid #0D47A1; }" ) + + self._btn_grillage = QPushButton("Grillage") + self._btn_grillage.setCheckable(True) + self._btn_grillage.setFixedHeight(28) + self._btn_grillage.setFocusPolicy(Qt.NoFocus) + self._btn_grillage.setStyleSheet(btn_style) self._btn_grillage.toggled.connect(self._on_grillage_toggled) - # nodes toggle button self._btn_nodes = QPushButton("Nodes") self._btn_nodes.setCheckable(True) self._btn_nodes.setChecked(True) self._btn_nodes.setFixedHeight(28) self._btn_nodes.setFocusPolicy(Qt.NoFocus) - self._btn_nodes.setToolTip("Show or hide node markers") - self._btn_nodes.setStyleSheet( - "QPushButton { font-size: 12px; border: 1px solid #bbb; border-radius: 4px;" - " background: #f5f5f5; padding: 0 8px; }" - "QPushButton:hover { background: #e0e0e0; }" - "QPushButton:pressed { background: #bdbdbd; }" - "QPushButton:checked { background: #1565C0; color: white;" - " border: 1px solid #0D47A1; }" - ) + self._btn_nodes.setStyleSheet(btn_style) self._btn_nodes.toggled.connect(self._on_nodes_toggled) - # NEW: axis toggle button self._btn_axis = QPushButton("Axis") self._btn_axis.setCheckable(True) self._btn_axis.setChecked(True) self._btn_axis.setFixedHeight(28) self._btn_axis.setFocusPolicy(Qt.NoFocus) - self._btn_axis.setToolTip("Show or hide coordinate axis") - self._btn_axis.setStyleSheet( - "QPushButton { font-size: 12px; border: 1px solid #bbb; border-radius: 4px;" - " background: #f5f5f5; padding: 0 8px; }" - "QPushButton:hover { background: #e0e0e0; }" - "QPushButton:pressed { background: #bdbdbd; }" - "QPushButton:checked { background: #1565C0; color: white;" - " border: 1px solid #0D47A1; }" - ) + self._btn_axis.setStyleSheet(btn_style) self._btn_axis.toggled.connect(self._on_axis_toggled) + # NEW: supports toggle button + self._btn_supports = QPushButton("Supports") + self._btn_supports.setCheckable(True) + self._btn_supports.setChecked(True) + self._btn_supports.setFixedHeight(28) + self._btn_supports.setFocusPolicy(Qt.NoFocus) + self._btn_supports.setStyleSheet(btn_style) + self._btn_supports.toggled.connect(self._on_supports_toggled) + toolbar_row = QHBoxLayout() toolbar_row.setContentsMargins(4, 2, 4, 2) toolbar_row.setSpacing(4) toolbar_row.addWidget(self._btn_grillage) toolbar_row.addWidget(self._btn_nodes) - toolbar_row.addWidget(self._btn_axis) # Added next to Nodes + toolbar_row.addWidget(self._btn_supports) # Added Supports + toolbar_row.addWidget(self._btn_axis) toolbar_row.addStretch() toolbar_row.addWidget(self._btn_zoom_out) toolbar_row.addWidget(self._btn_zoom_in) @@ -169,10 +155,6 @@ def __init__(self, parent=None): def setup(self, ds_all, loadcases: list, nodes: dict, members: dict, edge_dist: float = 0.0): - """ - Store analysis results. Does NOT redraw - call link_output_dock() - (or update_plot() directly) after this. - """ self._ds_all = ds_all self._loadcases = list(loadcases) self._nodes = nodes @@ -180,15 +162,8 @@ def setup(self, ds_all, loadcases: list, nodes: dict, members: dict, self._edge_dist = edge_dist def link_output_dock(self, output_dock): - """ - Wire the OutputDock's load-combination combobox and force checkboxes - to this widget, populate them with live data, and draw the first plot. - - Call once after setup() completes. - """ self._output_dock = output_dock - # populate & connect load-combination combobox combo_lc = output_dock.output_widget.findChild( QComboBox, "analysis.load_combination" ) @@ -197,14 +172,10 @@ def link_output_dock(self, output_dock): combo_lc.clear() combo_lc.addItems(self._loadcases) combo_lc.blockSignals(False) - # Prevent long item text from widening the dock - combo_lc.setSizeAdjustPolicy( - QComboBox.SizeAdjustPolicy.AdjustToMinimumContentsLengthWithIcon - ) + combo_lc.setSizeAdjustPolicy(QComboBox.SizeAdjustPolicy.AdjustToMinimumContentsLengthWithIcon) combo_lc.setMinimumContentsLength(12) combo_lc.currentTextChanged.connect(self.update_plot) - # pre-check default force + connect all force radio buttons from osdagbridge.desktop.ui.utils.custom_widgets import CustomRadioButton force_rbs = [ rb for rb in output_dock.output_widget.findChildren(CustomRadioButton) @@ -217,7 +188,6 @@ def link_output_dock(self, output_dock): self.update_plot() def update_plot(self, *_args): - """Rebuild and redraw the current figure from the OutputDock controls.""" if self._grillage_mode: return @@ -234,20 +204,11 @@ def update_plot(self, *_args): plt.close(self._fig) if force_key in _SFD_KEYS: - self._fig = build_figure_sfd( - ds, force_key, self._nodes, self._members, - edge_dist=self._edge_dist - ) + self._fig = build_figure_sfd(ds, force_key, self._nodes, self._members, edge_dist=self._edge_dist) elif force_key in _DEFL_KEYS: - self._fig = build_figure_deflection( - ds, force_key, self._nodes, self._members, - edge_dist=self._edge_dist - ) + self._fig = build_figure_deflection(ds, force_key, self._nodes, self._members, edge_dist=self._edge_dist) else: - self._fig, _ = build_figure_bmd( - ds, force_key, self._nodes, self._members, - edge_dist=self._edge_dist - ) + self._fig, _ = build_figure_bmd(ds, force_key, self._nodes, self._members, edge_dist=self._edge_dist) self._canvas.figure = self._fig self._fig.set_canvas(self._canvas) @@ -255,16 +216,15 @@ def update_plot(self, *_args): # Ensure toggles match their current state self._apply_node_visibility() self._apply_axis_visibility() + self._apply_supports_visibility() self._fit_figure_to_canvas() self._canvas.draw() - # reset zoom and capture fresh axis limits self._zoom_scale = 1.0 self._store_orig_limits() def _on_grillage_toggled(self, checked: bool): - """Show grillage-only plot when checked; restore force diagram when unchecked.""" self._grillage_mode = checked if checked: if not self._nodes: @@ -274,9 +234,9 @@ def _on_grillage_toggled(self, checked: bool): self._canvas.figure = self._fig self._fig.set_canvas(self._canvas) - # Ensure toggles match their current state self._apply_node_visibility() self._apply_axis_visibility() + self._apply_supports_visibility() self._fit_figure_to_canvas() self._canvas.draw() @@ -286,17 +246,21 @@ def _on_grillage_toggled(self, checked: bool): self.update_plot() def _on_nodes_toggled(self, checked: bool): - """Instantly toggle the visibility of scatter plot nodes without rebuilding the figure.""" self._show_nodes = checked self._apply_node_visibility() self._canvas.draw_idle() def _on_axis_toggled(self, checked: bool): - """Instantly toggle the visibility of the XYZ coordinate triad.""" self._show_axis = checked self._apply_axis_visibility() self._canvas.draw_idle() + def _on_supports_toggled(self, checked: bool): + """Instantly toggle the visibility of the structural supports.""" + self._show_supports = checked + self._apply_supports_visibility() + self._canvas.draw_idle() + def resizeEvent(self, event): super().resizeEvent(event) self._fit_figure_to_canvas() @@ -305,14 +269,22 @@ def resizeEvent(self, event): # private helpers def _apply_node_visibility(self): - """Finds all scatter point collections (Path3DCollection) and toggles their visibility.""" + """Finds all scatter point collections and toggles them, EXCLUDING supports.""" for ax in self._fig.axes: for collection in ax.collections: if isinstance(collection, Path3DCollection): - collection.set_visible(self._show_nodes) + # Do not touch the supports here! + if collection.get_gid() != "supports": + collection.set_visible(self._show_nodes) + + def _apply_supports_visibility(self): + """Finds all collections tagged as 'supports' and toggles them.""" + for ax in self._fig.axes: + for collection in ax.collections: + if collection.get_gid() == "supports": + collection.set_visible(self._show_supports) def _apply_axis_visibility(self): - """Finds all collections and text tagged as 'coord_triad' and toggles them.""" for ax in self._fig.axes: for collection in ax.collections: if collection.get_gid() == "coord_triad": @@ -322,7 +294,6 @@ def _apply_axis_visibility(self): text.set_visible(self._show_axis) def _fit_figure_to_canvas(self): - """Resize the matplotlib figure to match the current canvas widget size.""" w_px = self._canvas.width() h_px = self._canvas.height() if w_px > 10 and h_px > 10: @@ -330,7 +301,6 @@ def _fit_figure_to_canvas(self): self._fig.set_size_inches(w_px / dpi, h_px / dpi, forward=False) def _store_orig_limits(self): - """Snapshot current 3-D axis limits so zoom can scale relative to them.""" self._orig_limits = {} for i, ax in enumerate(self._fig.axes): if hasattr(ax, "get_zlim"): @@ -341,7 +311,6 @@ def _store_orig_limits(self): } def _apply_zoom(self): - """Scale each 3-D axis uniformly around its centre by _zoom_scale.""" if not self._orig_limits: return for i, ax in enumerate(self._fig.axes): @@ -360,7 +329,6 @@ def _apply_zoom(self): self._canvas.draw_idle() def eventFilter(self, obj, event): - """Intercept scroll wheel on the canvas to zoom.""" if obj is self._canvas and event.type() == QEvent.Type.Wheel: delta = event.angleDelta().y() if delta > 0: @@ -368,7 +336,7 @@ def eventFilter(self, obj, event): else: self._zoom_scale = min(self._zoom_scale * 1.25, 20.0) self._apply_zoom() - return True # consume — prevent parent scroll area from scrolling + return True return super().eventFilter(obj, event) def _zoom_in(self): @@ -384,16 +352,14 @@ def _zoom_reset(self): self._apply_zoom() def _current_loadcase(self) -> str: - """Read the selected load case from the OutputDock combobox.""" combo = self._output_dock.output_widget.findChild( QComboBox, "analysis.load_combination" ) return combo.currentText() if combo else (self._loadcases[0] if self._loadcases else "") def _current_force_key(self) -> str: - """Return the FORCE_MAP key for the currently checked force radio button.""" from osdagbridge.desktop.ui.utils.custom_widgets import CustomRadioButton for rb in self._output_dock.output_widget.findChildren(CustomRadioButton): if rb.isChecked() and rb.text() in _RICH_LABEL_TO_FORCE: return _RICH_LABEL_TO_FORCE[rb.text()] - return "Fy" # fallback \ No newline at end of file + return "Fy" \ No newline at end of file From 631906890b19e19d5dd86322cefa9c716577848f Mon Sep 17 00:00:00 2001 From: Sarthak790 Date: Thu, 23 Apr 2026 19:22:36 +0530 Subject: [PATCH 181/225] moved the girder labels to the right --- .../bridge_types/plate_girder/plot_generator.py | 16 ++++++++-------- 1 file changed, 8 insertions(+), 8 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py b/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py index 186493e2c..0d97adf90 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py @@ -360,9 +360,9 @@ def build_figure_sfd(ds, force_key, nodes, members, edge_dist=0.0): color=base_color, s=18, zorder=4, depthshade=False) # girder label - ax.text(xs[0], z_base, 0, f" {girder_name}", + ax.text(xs[0] - (x_range * 0.02), z_base, 0, f"{girder_name}", color="black", fontsize=11, fontweight="normal", - ha="left", va="bottom", zorder=6, + ha="right", va="center", zorder=6, bbox=dict(boxstyle="round,pad=0.2", facecolor="white", alpha=0.8, edgecolor="none")) @@ -504,9 +504,9 @@ def build_figure_bmd(ds, force_key, nodes, members, edge_dist=0.0): color=base_color, s=18, zorder=4, depthshade=False) # girder label - ax.text(xs[0], z_base, 0, f" {girder_name}", + ax.text(xs[0] - (x_range * 0.02), z_base, 0, f"{girder_name}", color="black", fontsize=11, fontweight="normal", - ha="left", va="bottom", zorder=6, + ha="right", va="center", zorder=6, bbox=dict(boxstyle="round,pad=0.2", facecolor="white", alpha=0.8, edgecolor="none")) @@ -652,9 +652,9 @@ def build_figure_bmd_contour(ds, force_key, nodes, members, edge_dist=0.0): continue # girder label - ax.text(xs[0], z_base, 0, f" {girder_name}", + ax.text(xs[0] - (x_range * 0.02), z_base, 0, f"{girder_name}", color="black", fontsize=11, fontweight="normal", - ha="left", va="bottom", zorder=6, + ha="right", va="center", zorder=6, bbox=dict(boxstyle="round,pad=0.2", facecolor="white", alpha=0.8, edgecolor="none")) @@ -805,9 +805,9 @@ def _get(n, _comp=actual_comp): color=base_color, s=18, zorder=4, depthshade=False) # girder label - ax.text(xs[0], z_base, 0, f" {girder_name}", + ax.text(xs[0] - (x_range * 0.02), z_base, 0, f"{girder_name}", color="black", fontsize=11, fontweight="normal", - ha="left", va="bottom", zorder=6, + ha="right", va="center", zorder=6, bbox=dict(boxstyle="round,pad=0.2", facecolor="white", alpha=0.8, edgecolor="none")) From c61fe342b140c40059cdb0b7efe6823f63401314 Mon Sep 17 00:00:00 2001 From: Sarthak790 Date: Thu, 23 Apr 2026 19:52:09 +0530 Subject: [PATCH 182/225] added the summary table and the hide grid lines toggle --- .../desktop/ui/docks/output_dock.py | 18 +- src/osdagbridge/desktop/ui/mpl_plot_widget.py | 164 +++++++++++++++--- 2 files changed, 156 insertions(+), 26 deletions(-) diff --git a/src/osdagbridge/desktop/ui/docks/output_dock.py b/src/osdagbridge/desktop/ui/docks/output_dock.py index 31118107c..2c3476514 100644 --- a/src/osdagbridge/desktop/ui/docks/output_dock.py +++ b/src/osdagbridge/desktop/ui/docks/output_dock.py @@ -596,4 +596,20 @@ def open_steel_design(self): def open_deck_design(self): from osdagbridge.desktop.ui.dialogs.deck_design import DeckDesign - DeckDesign(parent=self.parent).exec() \ No newline at end of file + DeckDesign(parent=self.parent).exec() + + # ── Checkbox Interfaces ────────────────────────────────────────────── + + def get_checkbox_state(self, label: str) -> bool: + """Returns True if the checkbox with the exact label is checked.""" + for cb in self.output_widget.findChildren(QCheckBox): + if cb.text() == label: + return cb.isChecked() + return False + + def connect_checkbox_signal(self, label: str, callback): + """Connects a callback function to a checkbox toggle event.""" + for cb in self.output_widget.findChildren(QCheckBox): + if cb.text() == label: + # Use a lambda to absorb the boolean argument and call the callback + cb.toggled.connect(lambda _: callback()) \ No newline at end of file diff --git a/src/osdagbridge/desktop/ui/mpl_plot_widget.py b/src/osdagbridge/desktop/ui/mpl_plot_widget.py index 50d17d3e2..8a6fdfc6f 100644 --- a/src/osdagbridge/desktop/ui/mpl_plot_widget.py +++ b/src/osdagbridge/desktop/ui/mpl_plot_widget.py @@ -6,7 +6,8 @@ from mpl_toolkits.mplot3d.art3d import Path3DCollection from PySide6.QtWidgets import ( - QWidget, QVBoxLayout, QHBoxLayout, QComboBox, QSizePolicy, QPushButton + QWidget, QVBoxLayout, QHBoxLayout, QComboBox, QSizePolicy, QPushButton, + QFrame, QLabel, QCheckBox ) from PySide6.QtCore import Qt, QEvent @@ -39,12 +40,65 @@ _DEFAULT_FORCE_LABEL = "Vy" # pre-checked on first link -class MplPlotWidget(QWidget): - """ - PySide6 widget that renders matplotlib analysis plots. - Controls live in the OutputDock. - """ +# ============================================================================= +# PROFESSIONAL SUMMARY OVERLAY WIDGET (HTML/RichText based) +# ============================================================================= +class SummaryOverlay(QFrame): + """A floating HUD that sits on top of the Matplotlib canvas.""" + def __init__(self, parent=None): + super().__init__(parent) + self.setStyleSheet(""" + SummaryOverlay { + background-color: rgba(33, 37, 43, 215); + border: 1px solid rgba(255, 255, 255, 50); + border-radius: 6px; + } + QLabel { + color: white; + font-size: 13px; + font-family: Consolas, 'Courier New', monospace; + padding: 12px; + background: transparent; + } + """) + + layout = QVBoxLayout(self) + layout.setContentsMargins(0, 0, 0, 0) + + # Use a single RichText label exactly like the Plotly HUD! + self.text_label = QLabel() + self.text_label.setTextFormat(Qt.RichText) + self.text_label.setAlignment(Qt.AlignLeft | Qt.AlignTop) + layout.addWidget(self.text_label) + + def update_data(self, summary_data): + """Populates the HUD using precise HTML monospace formatting.""" + # Header setup + hud_text = "Extreme Values Summary
" + "-" * 38 + "
" + + h_girder = "Girder".ljust(8).replace(" ", " ") + h_max = "Max".rjust(10).replace(" ", " ") + h_min = "Min".rjust(12).replace(" ", " ") + + # Red for Max, Cyan for Min + hud_text += f"{h_girder} | {h_max} | {h_min}
" + "-" * 38 + "
" + + # Data rows + for girder, vals in summary_data.items(): + g_str = girder.ljust(8).replace(" ", " ") + max_str = f"{vals['max']:.2f}".rjust(10).replace(" ", " ") + min_str = f"{vals['min']:.2f}".rjust(12).replace(" ", " ") + + hud_text += f"{g_str} | {max_str} | {min_str}
" + + self.text_label.setText(hud_text) + self.adjustSize() + +# ============================================================================= +# MAIN PLOT WIDGET +# ============================================================================= +class MplPlotWidget(QWidget): def __init__(self, parent=None): super().__init__(parent) @@ -55,12 +109,15 @@ def __init__(self, parent=None): self._members = {} self._edge_dist = 0.0 self._output_dock = None + self._summary_data = {} # Display States self._grillage_mode = False self._show_nodes = True self._show_axis = True - self._show_supports = True # NEW: Track support visibility + self._show_supports = True + self._show_grid = True # NEW: Track grid visibility + self._is_summary_checked = False # Zoom state self._zoom_scale = 1.0 @@ -73,6 +130,10 @@ def __init__(self, parent=None): self._canvas.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Expanding) self._canvas.installEventFilter(self) + # Initialize the Summary Overlay (Hidden by default) + self._summary_overlay = SummaryOverlay(self._canvas) + self._summary_overlay.hide() + # zoom toolbar self._btn_zoom_in = QPushButton("+") self._btn_zoom_out = QPushButton("−") @@ -115,6 +176,14 @@ def __init__(self, parent=None): self._btn_nodes.setStyleSheet(btn_style) self._btn_nodes.toggled.connect(self._on_nodes_toggled) + self._btn_supports = QPushButton("Supports") + self._btn_supports.setCheckable(True) + self._btn_supports.setChecked(True) + self._btn_supports.setFixedHeight(28) + self._btn_supports.setFocusPolicy(Qt.NoFocus) + self._btn_supports.setStyleSheet(btn_style) + self._btn_supports.toggled.connect(self._on_supports_toggled) + self._btn_axis = QPushButton("Axis") self._btn_axis.setCheckable(True) self._btn_axis.setChecked(True) @@ -123,22 +192,23 @@ def __init__(self, parent=None): self._btn_axis.setStyleSheet(btn_style) self._btn_axis.toggled.connect(self._on_axis_toggled) - # NEW: supports toggle button - self._btn_supports = QPushButton("Supports") - self._btn_supports.setCheckable(True) - self._btn_supports.setChecked(True) - self._btn_supports.setFixedHeight(28) - self._btn_supports.setFocusPolicy(Qt.NoFocus) - self._btn_supports.setStyleSheet(btn_style) - self._btn_supports.toggled.connect(self._on_supports_toggled) + # NEW: Grid toggle button + self._btn_grid = QPushButton("Grid") + self._btn_grid.setCheckable(True) + self._btn_grid.setChecked(True) + self._btn_grid.setFixedHeight(28) + self._btn_grid.setFocusPolicy(Qt.NoFocus) + self._btn_grid.setStyleSheet(btn_style) + self._btn_grid.toggled.connect(self._on_grid_toggled) toolbar_row = QHBoxLayout() toolbar_row.setContentsMargins(4, 2, 4, 2) toolbar_row.setSpacing(4) toolbar_row.addWidget(self._btn_grillage) toolbar_row.addWidget(self._btn_nodes) - toolbar_row.addWidget(self._btn_supports) # Added Supports + toolbar_row.addWidget(self._btn_supports) toolbar_row.addWidget(self._btn_axis) + toolbar_row.addWidget(self._btn_grid) # Added Grid button toolbar_row.addStretch() toolbar_row.addWidget(self._btn_zoom_out) toolbar_row.addWidget(self._btn_zoom_in) @@ -164,9 +234,8 @@ def setup(self, ds_all, loadcases: list, nodes: dict, members: dict, def link_output_dock(self, output_dock): self._output_dock = output_dock - combo_lc = output_dock.output_widget.findChild( - QComboBox, "analysis.load_combination" - ) + # 1. Connect Load Combinations + combo_lc = output_dock.output_widget.findChild(QComboBox, "analysis.load_combination") if combo_lc is not None: combo_lc.blockSignals(True) combo_lc.clear() @@ -176,6 +245,7 @@ def link_output_dock(self, output_dock): combo_lc.setMinimumContentsLength(12) combo_lc.currentTextChanged.connect(self.update_plot) + # 2. Connect Force Radios from osdagbridge.desktop.ui.utils.custom_widgets import CustomRadioButton force_rbs = [ rb for rb in output_dock.output_widget.findChildren(CustomRadioButton) @@ -185,6 +255,10 @@ def link_output_dock(self, output_dock): rb.setChecked(rb.text() == _DEFAULT_FORCE_LABEL) rb.toggled.connect(self.update_plot) + # 3. Connect Display Options (Summary HUD) + output_dock.connect_checkbox_signal("Summary", self._on_summary_toggled) + self._is_summary_checked = output_dock.get_checkbox_state("Summary") + self.update_plot() def update_plot(self, *_args): @@ -202,21 +276,33 @@ def update_plot(self, *_args): ds = self._ds_all.sel(Loadcase=loadcase) plt.close(self._fig) + + self._summary_data = {} if force_key in _SFD_KEYS: self._fig = build_figure_sfd(ds, force_key, self._nodes, self._members, edge_dist=self._edge_dist) elif force_key in _DEFL_KEYS: self._fig = build_figure_deflection(ds, force_key, self._nodes, self._members, edge_dist=self._edge_dist) else: - self._fig, _ = build_figure_bmd(ds, force_key, self._nodes, self._members, edge_dist=self._edge_dist) + self._fig, self._summary_data = build_figure_bmd(ds, force_key, self._nodes, self._members, edge_dist=self._edge_dist) self._canvas.figure = self._fig self._fig.set_canvas(self._canvas) - # Ensure toggles match their current state + # Apply visual states self._apply_node_visibility() self._apply_axis_visibility() self._apply_supports_visibility() + self._apply_grid_visibility() # Ensure grid matches toggle state + + # Update HUD + if self._summary_data: + self._summary_overlay.update_data(self._summary_data) + if self._is_summary_checked: + self._summary_overlay.show() + self._summary_overlay.raise_() + else: + self._summary_overlay.hide() self._fit_figure_to_canvas() self._canvas.draw() @@ -224,6 +310,18 @@ def update_plot(self, *_args): self._zoom_scale = 1.0 self._store_orig_limits() + def _on_summary_toggled(self): + if self._output_dock is None: + return + + self._is_summary_checked = self._output_dock.get_checkbox_state("Summary") + + if self._is_summary_checked and self._summary_data: + self._summary_overlay.show() + self._summary_overlay.raise_() + else: + self._summary_overlay.hide() + def _on_grillage_toggled(self, checked: bool): self._grillage_mode = checked if checked: @@ -237,6 +335,8 @@ def _on_grillage_toggled(self, checked: bool): self._apply_node_visibility() self._apply_axis_visibility() self._apply_supports_visibility() + self._apply_grid_visibility() + self._summary_overlay.hide() self._fit_figure_to_canvas() self._canvas.draw() @@ -256,29 +356,33 @@ def _on_axis_toggled(self, checked: bool): self._canvas.draw_idle() def _on_supports_toggled(self, checked: bool): - """Instantly toggle the visibility of the structural supports.""" self._show_supports = checked self._apply_supports_visibility() self._canvas.draw_idle() + def _on_grid_toggled(self, checked: bool): + """Instantly toggle the visibility of the Matplotlib grid lines.""" + self._show_grid = checked + self._apply_grid_visibility() + self._canvas.draw_idle() + def resizeEvent(self, event): super().resizeEvent(event) self._fit_figure_to_canvas() self._canvas.draw_idle() + if self._summary_overlay: + self._summary_overlay.move(15, 15) # private helpers def _apply_node_visibility(self): - """Finds all scatter point collections and toggles them, EXCLUDING supports.""" for ax in self._fig.axes: for collection in ax.collections: if isinstance(collection, Path3DCollection): - # Do not touch the supports here! if collection.get_gid() != "supports": collection.set_visible(self._show_nodes) def _apply_supports_visibility(self): - """Finds all collections tagged as 'supports' and toggles them.""" for ax in self._fig.axes: for collection in ax.collections: if collection.get_gid() == "supports": @@ -293,6 +397,16 @@ def _apply_axis_visibility(self): if text.get_gid() == "coord_triad": text.set_visible(self._show_axis) + def _apply_grid_visibility(self): + """Applies the grid visibility state to all 3D axes.""" + for ax in self._fig.axes: + if self._show_grid: + # Turn on and restore the custom styling + ax.grid(True, linestyle="--", linewidth=0.4, alpha=0.5) + else: + # Turn off the grid lines + ax.grid(False) + def _fit_figure_to_canvas(self): w_px = self._canvas.width() h_px = self._canvas.height() From 4c71d9e1a35798c7460fe6d10a7522f7e5c525b9 Mon Sep 17 00:00:00 2001 From: Sarthak790 Date: Thu, 23 Apr 2026 21:27:10 +0530 Subject: [PATCH 183/225] added units of bridge width/span lenghth --- .../core/bridge_types/plate_girder/plot_generator.py | 11 ++++++----- 1 file changed, 6 insertions(+), 5 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py b/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py index 0d97adf90..893e19ba0 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py @@ -24,10 +24,11 @@ "Mz": ("Mz_i", "Mz_j"), } +# Human-readable labels shown in plot titles / axis labels # Human-readable labels shown in plot titles / axis labels FORCE_DISPLAY = { - "Fx": "Vx", "Fy": "Vy", "Fz": "Vz", - "Mx": "Mx", "My": "My", "Mz": "Mz", + "Fx": "V$_x$", "Fy": "V$_y$", "Fz": "V$_z$", + "Mx": "M$_x$", "My": "M$_y$", "Mz": "M$_z$", } # Displacement component map key → component name in ds["displacements"] @@ -38,7 +39,7 @@ } DISP_DISPLAY = { - "Dx": "Dx", "Dy": "Dy", "Dz": "Dz", + "Dx": "D$_x$", "Dy": "D$_y$", "Dz": "D$_z$", } # View settings (elevation/azimuth for a near-front-elevation look) @@ -410,8 +411,8 @@ def on_add(sel, _data=_scatter_data, _fk=disp_key): ) sel.annotation.get_bbox_patch().set(fc="white", alpha=0.9) - ax.set_xlabel("Span Length", fontsize=10, labelpad=8) - ax.set_ylabel("Bridge Width", fontsize=10, labelpad=8) + ax.set_xlabel("Span Length (m)", fontsize=10, labelpad=8) + ax.set_ylabel("Bridge Width (m)", fontsize=10, labelpad=8) ax.set_zlabel(f"{disp_key} (kN, scaled)", fontsize=10, labelpad=8) ax.set_title(f"Shear Force Diagram — {disp_key}", fontsize=12, fontweight="bold", pad=12) ax.view_init(elev=DEFAULT_ELEV, azim=DEFAULT_AZIM) From 3eca7c5593577d15ca563d6983fa8875a539846b Mon Sep 17 00:00:00 2001 From: Sarthak790 Date: Tue, 28 Apr 2026 19:35:34 +0530 Subject: [PATCH 184/225] removed supports from edge beams, implemented the all button --- .../plate_girder/plot_generator.py | 52 ++++++++--- src/osdagbridge/desktop/ui/mpl_plot_widget.py | 89 +++++++++++++------ 2 files changed, 103 insertions(+), 38 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py b/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py index 893e19ba0..a6f6bdce6 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py @@ -197,14 +197,23 @@ def _add_coordinate_triad(ax, nodes, scale=0.10): ax.text(ox, oz, oy + Ly * 1.25, "Y", color=colors["Y"], fontsize=9, fontweight="bold", zorder=5, gid=tag) -def _add_supports(ax, nodes, members): +def _add_supports(ax, nodes, members, edge_dist=0.0): """Draw pin (diamond) and roller (circle) supports at the ends of girders.""" girders = _find_girders(nodes, members) + girder_items = list(girders.items()) + n_girders = len(girder_items) + pin_x, pin_z = [], [] rol_x, rol_z = [], [] - for z_val, elems in girders.items(): + for i, (z_val, elems) in enumerate(girder_items): if not elems: continue + + # Skip placing supports on edge beams if an overhang exists! + is_edge_beam = edge_dist > 0 and (i == 0 or i == n_girders - 1) + if is_edge_beam: + continue + n_left = members[elems[0]][0] n_right = members[elems[-1]][1] @@ -214,12 +223,12 @@ def _add_supports(ax, nodes, members): rol_x.append(nodes[n_right][0]) rol_z.append(nodes[n_right][2]) - # Pinned supports (Left side) -> Green Diamond (Matches Plotly!) + # Pinned supports (Left side) -> Green Diamond ax.scatter(pin_x, pin_z, np.zeros_like(pin_x), marker='D', s=70, color='#7CB342', edgecolors='black', linewidths=1.5, zorder=6, depthshade=False, gid="supports") - # Roller supports (Right side) -> Yellow Circle (Matches Plotly!) + # Roller supports (Right side) -> Yellow Circle ax.scatter(rol_x, rol_z, np.zeros_like(rol_x), marker='o', s=70, color='#FBC02D', edgecolors='black', linewidths=1.5, zorder=6, depthshade=False, gid="supports") @@ -321,7 +330,7 @@ def build_figure_sfd(ds, force_key, nodes, members, edge_dist=0.0): _add_grillage_background(ax, nodes, members) _add_coordinate_triad(ax, nodes) - _add_supports(ax, nodes, members) + _add_supports(ax, nodes, members, edge_dist=edge_dist) shear_color = "#1565C0" fill_color = "#90CAF9" @@ -392,6 +401,8 @@ def build_figure_sfd(ds, force_key, nodes, members, edge_dist=0.0): for xi, vyi in zip(xs, Vy): ax.plot([xi, xi], [z_base, z_base], [0, vyi * shear_scale], color=shear_color, linewidth=1.2, alpha=0.7, zorder=3) + for xi, vyi in zip(xs, Vy): + ax.text(xi, z_base, vyi * shear_scale, f" {vyi:.2f}", color="#666666", fontsize=6, zorder=5, gid="all_vals") sc = ax.scatter(xs, z_arr, Vy * shear_scale, color=shear_color, s=30, zorder=5, depthshade=False) @@ -469,7 +480,7 @@ def build_figure_bmd(ds, force_key, nodes, members, edge_dist=0.0): _add_grillage_background(ax, nodes, members) _add_coordinate_triad(ax, nodes) - _add_supports(ax, nodes, members) + _add_supports(ax, nodes, members, edge_dist=edge_dist) moment_color = "#C62828" fill_color = "#EF9A9A" @@ -528,11 +539,24 @@ def build_figure_bmd(ds, force_key, nodes, members, edge_dist=0.0): ax.plot(xs, z_arr, y_plot, color=moment_color, linewidth=2.0, zorder=4) + # Max line (Dashed, Tagged for toggling) idx_max = int(np.argmax(Mz)) ax.plot([xs[idx_max], xs[idx_max]], [z_base, z_base], [0, y_plot[idx_max]], - color="#FF4136", linewidth=1.5, zorder=3) + color="#FF4136", linewidth=1.5, linestyle="--", zorder=3, gid="max_line") + # Bold Dark Grey Text ax.text(xs[idx_max], z_base, y_plot[idx_max], - f" {-Mz[idx_max]:.2f} kNm", color="#FF4136", fontsize=7, zorder=6) + f" {-Mz[idx_max]:.2f}", color="#333333", fontsize=8, fontweight="bold", zorder=6, gid="max_line") + + # Min line (Dashed, Tagged for toggling) + idx_min = int(np.argmin(Mz)) + ax.plot([xs[idx_min], xs[idx_min]], [z_base, z_base], [0, y_plot[idx_min]], + color="#0074D9", linewidth=1.5, linestyle="--", zorder=3, gid="min_line") + ax.text(xs[idx_min], z_base, y_plot[idx_min], + f" {-Mz[idx_min]:.2f}", color="#333333", fontsize=8, fontweight="bold", zorder=6, gid="min_line") + + # 'All' values annotations (Slightly lighter grey, Tagged for toggling) + for xi, yi, mzi in zip(xs, y_plot, Mz): + ax.text(xi, z_base, yi, f" {-mzi:.2f}", color="#555555", fontsize=7, zorder=5, gid="all_vals") sc = ax.scatter(xs, z_arr, y_plot, color=moment_color, s=30, zorder=5, depthshade=False) @@ -628,7 +652,7 @@ def build_figure_bmd_contour(ds, force_key, nodes, members, edge_dist=0.0): _add_grillage_background(ax, nodes, members) _add_coordinate_triad(ax, nodes) - _add_supports(ax, nodes, members) + _add_supports(ax, nodes, members, edge_dist=edge_dist) base_color = "#388E3C" @@ -749,7 +773,7 @@ def build_figure_deflection(ds, disp_key, nodes, members, edge_dist=0.0): _add_grillage_background(ax, nodes, members) _add_coordinate_triad(ax, nodes) - _add_supports(ax, nodes, members) + _add_supports(ax, nodes, members, edge_dist=edge_dist) defl_color = "#6A1B9A" # deep purple fill_color = "#CE93D8" # light purple @@ -835,9 +859,13 @@ def _get(n, _comp=actual_comp): # annotate the node with maximum absolute deflection idx_max = int(np.argmax(np.abs(vals))) ax.plot([xs[idx_max], xs[idx_max]], [z_base, z_base], [0, y_plot[idx_max]], - color=defl_color, linewidth=1.5, zorder=3) + color=defl_color, linewidth=1.5, linestyle="--", zorder=3, gid="max_line") ax.text(xs[idx_max], z_base, y_plot[idx_max], - f" {vals[idx_max]:.3f} mm", color=defl_color, fontsize=7, zorder=6) + f" {vals[idx_max]:.3f} mm", color="#4A4A4A", fontsize=7, fontweight="bold", zorder=6, gid="max_line") + + # 'All' values annotations (Tagged for toggling) + for xi, yi, val in zip(xs, y_plot, vals): + ax.text(xi, z_base, yi, f" {val:.3f}", color="#666666", fontsize=6, zorder=5, gid="all_vals") sc = ax.scatter(xs, z_arr, y_plot, color=defl_color, s=30, zorder=5, depthshade=False) diff --git a/src/osdagbridge/desktop/ui/mpl_plot_widget.py b/src/osdagbridge/desktop/ui/mpl_plot_widget.py index 8a6fdfc6f..050d19dce 100644 --- a/src/osdagbridge/desktop/ui/mpl_plot_widget.py +++ b/src/osdagbridge/desktop/ui/mpl_plot_widget.py @@ -65,25 +65,20 @@ def __init__(self, parent=None): layout = QVBoxLayout(self) layout.setContentsMargins(0, 0, 0, 0) - # Use a single RichText label exactly like the Plotly HUD! self.text_label = QLabel() self.text_label.setTextFormat(Qt.RichText) self.text_label.setAlignment(Qt.AlignLeft | Qt.AlignTop) layout.addWidget(self.text_label) def update_data(self, summary_data): - """Populates the HUD using precise HTML monospace formatting.""" - # Header setup hud_text = "Extreme Values Summary
" + "-" * 38 + "
" h_girder = "Girder".ljust(8).replace(" ", " ") h_max = "Max".rjust(10).replace(" ", " ") h_min = "Min".rjust(12).replace(" ", " ") - # Red for Max, Cyan for Min hud_text += f"{h_girder} | {h_max} | {h_min}
" + "-" * 38 + "
" - # Data rows for girder, vals in summary_data.items(): g_str = girder.ljust(8).replace(" ", " ") max_str = f"{vals['max']:.2f}".rjust(10).replace(" ", " ") @@ -116,8 +111,11 @@ def __init__(self, parent=None): self._show_nodes = True self._show_axis = True self._show_supports = True - self._show_grid = True # NEW: Track grid visibility + self._show_grid = True self._is_summary_checked = False + self._show_max = False + self._show_min = False + self._show_all_vals = False # Zoom state self._zoom_scale = 1.0 @@ -130,7 +128,7 @@ def __init__(self, parent=None): self._canvas.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Expanding) self._canvas.installEventFilter(self) - # Initialize the Summary Overlay (Hidden by default) + # Initialize the Summary Overlay self._summary_overlay = SummaryOverlay(self._canvas) self._summary_overlay.hide() @@ -192,7 +190,6 @@ def __init__(self, parent=None): self._btn_axis.setStyleSheet(btn_style) self._btn_axis.toggled.connect(self._on_axis_toggled) - # NEW: Grid toggle button self._btn_grid = QPushButton("Grid") self._btn_grid.setCheckable(True) self._btn_grid.setChecked(True) @@ -208,7 +205,7 @@ def __init__(self, parent=None): toolbar_row.addWidget(self._btn_nodes) toolbar_row.addWidget(self._btn_supports) toolbar_row.addWidget(self._btn_axis) - toolbar_row.addWidget(self._btn_grid) # Added Grid button + toolbar_row.addWidget(self._btn_grid) toolbar_row.addStretch() toolbar_row.addWidget(self._btn_zoom_out) toolbar_row.addWidget(self._btn_zoom_in) @@ -255,9 +252,25 @@ def link_output_dock(self, output_dock): rb.setChecked(rb.text() == _DEFAULT_FORCE_LABEL) rb.toggled.connect(self.update_plot) - # 3. Connect Display Options (Summary HUD) - output_dock.connect_checkbox_signal("Summary", self._on_summary_toggled) - self._is_summary_checked = output_dock.get_checkbox_state("Summary") + # 3. BULLETPROOF NATIVE QT CONNECTION FOR CHECKBOXES + for cb in output_dock.output_widget.findChildren(QCheckBox): + text = cb.text().strip().lower() + + if "summary" in text: + cb.toggled.connect(self._on_summary_toggled) + self._is_summary_checked = cb.isChecked() + + elif "max" in text: + cb.toggled.connect(self._on_max_toggled) + self._show_max = cb.isChecked() + + elif "min" in text: + cb.toggled.connect(self._on_min_toggled) + self._show_min = cb.isChecked() + + elif "all" in text: + cb.toggled.connect(self._on_all_vals_toggled) + self._show_all_vals = cb.isChecked() self.update_plot() @@ -293,7 +306,8 @@ def update_plot(self, *_args): self._apply_node_visibility() self._apply_axis_visibility() self._apply_supports_visibility() - self._apply_grid_visibility() # Ensure grid matches toggle state + self._apply_grid_visibility() + self._apply_annotation_visibility() # Update HUD if self._summary_data: @@ -310,23 +324,35 @@ def update_plot(self, *_args): self._zoom_scale = 1.0 self._store_orig_limits() - def _on_summary_toggled(self): - if self._output_dock is None: - return - - self._is_summary_checked = self._output_dock.get_checkbox_state("Summary") - + # NATIVE SLOTS: The 'checked' variable is now passed instantly by Qt! + def _on_summary_toggled(self, checked): + self._is_summary_checked = checked if self._is_summary_checked and self._summary_data: self._summary_overlay.show() self._summary_overlay.raise_() else: self._summary_overlay.hide() + def _on_max_toggled(self, checked): + self._show_max = checked + self._apply_annotation_visibility() + self._canvas.draw_idle() + + def _on_min_toggled(self, checked): + self._show_min = checked + self._apply_annotation_visibility() + self._canvas.draw_idle() + + def _on_all_vals_toggled(self, checked): + self._show_all_vals = checked + self._apply_annotation_visibility() + self._canvas.draw_idle() + + # Toolbar Slots def _on_grillage_toggled(self, checked: bool): self._grillage_mode = checked if checked: - if not self._nodes: - return + if not self._nodes: return plt.close(self._fig) self._fig = build_figure_grillage(self._nodes, self._members) self._canvas.figure = self._fig @@ -361,7 +387,6 @@ def _on_supports_toggled(self, checked: bool): self._canvas.draw_idle() def _on_grid_toggled(self, checked: bool): - """Instantly toggle the visibility of the Matplotlib grid lines.""" self._show_grid = checked self._apply_grid_visibility() self._canvas.draw_idle() @@ -374,7 +399,6 @@ def resizeEvent(self, event): self._summary_overlay.move(15, 15) # private helpers - def _apply_node_visibility(self): for ax in self._fig.axes: for collection in ax.collections: @@ -397,14 +421,27 @@ def _apply_axis_visibility(self): if text.get_gid() == "coord_triad": text.set_visible(self._show_axis) + def _apply_annotation_visibility(self): + """Toggles the visibility of Max, Min, and All lines and text annotations.""" + for ax in self._fig.axes: + for line in ax.lines: + if line.get_gid() == "max_line": + line.set_visible(self._show_max) + elif line.get_gid() == "min_line": + line.set_visible(self._show_min) + for text in ax.texts: + if text.get_gid() == "max_line": + text.set_visible(self._show_max) + elif text.get_gid() == "min_line": + text.set_visible(self._show_min) + elif text.get_gid() == "all_vals": + text.set_visible(self._show_all_vals) + def _apply_grid_visibility(self): - """Applies the grid visibility state to all 3D axes.""" for ax in self._fig.axes: if self._show_grid: - # Turn on and restore the custom styling ax.grid(True, linestyle="--", linewidth=0.4, alpha=0.5) else: - # Turn off the grid lines ax.grid(False) def _fit_figure_to_canvas(self): From 220d98454a938d283670a325744cc52fdacc61ac Mon Sep 17 00:00:00 2001 From: Sarthak790 Date: Tue, 28 Apr 2026 20:56:22 +0530 Subject: [PATCH 185/225] removed the scaled zaxis --- .../plate_girder/plot_generator.py | 83 ++++++++++--------- src/osdagbridge/desktop/ui/mpl_plot_widget.py | 44 ++++------ 2 files changed, 61 insertions(+), 66 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py b/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py index a6f6bdce6..f7aa5a451 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py @@ -286,7 +286,8 @@ def build_figure_grillage(nodes, members): ax.zaxis.pane.set_edgecolor("lightgrey") ax.grid(True, linestyle="--", linewidth=0.4, alpha=0.5) - plt.tight_layout() + # Force the 3D plot to use the maximum available canvas space + fig.subplots_adjust(left=0.05, right=0.95, bottom=0.05, top=0.88) return fig @@ -376,15 +377,15 @@ def build_figure_sfd(ds, force_key, nodes, members, edge_dist=0.0): bbox=dict(boxstyle="round,pad=0.2", facecolor="white", alpha=0.8, edgecolor="none")) - val_range = max(Vy) - min(Vy) - if val_range == 0: - shear_scale = 1.0 if max(Vy) == 0 else 0.25 * abs((max(xs) - min(xs)) / max(Vy)) - else: - shear_scale = 0.25 * abs((max(xs) - min(xs)) / val_range) + # val_range = max(Vy) - min(Vy) + # if val_range == 0: + # shear_scale = 1.0 if max(Vy) == 0 else 0.25 * abs((max(xs) - min(xs)) / max(Vy)) + # else: + # shear_scale = 0.25 * abs((max(xs) - min(xs)) / val_range) x_step = np.repeat(xs, 2)[1:-1] Vy_step = np.repeat(Vy[:-1], 2) - y_step = Vy_step * shear_scale + y_step = Vy_step z_step = np.full_like(x_step, z_base) ax.plot_surface( @@ -399,12 +400,12 @@ def build_figure_sfd(ds, force_key, nodes, members, edge_dist=0.0): # vertical cliff lines for xi, vyi in zip(xs, Vy): - ax.plot([xi, xi], [z_base, z_base], [0, vyi * shear_scale], + ax.plot([xi, xi], [z_base, z_base], [0, vyi], color=shear_color, linewidth=1.2, alpha=0.7, zorder=3) for xi, vyi in zip(xs, Vy): - ax.text(xi, z_base, vyi * shear_scale, f" {vyi:.2f}", color="#666666", fontsize=6, zorder=5, gid="all_vals") + ax.text(xi, z_base, vyi, f" {vyi:.2f}", color="#666666", fontsize=6, zorder=5, gid="all_vals") - sc = ax.scatter(xs, z_arr, Vy * shear_scale, + sc = ax.scatter(xs, z_arr, Vy, color=shear_color, s=30, zorder=5, depthshade=False) _scatter_objs.append(sc) _scatter_data[id(sc)] = (node_ids, xs, Vy) @@ -424,7 +425,7 @@ def on_add(sel, _data=_scatter_data, _fk=disp_key): ax.set_xlabel("Span Length (m)", fontsize=10, labelpad=8) ax.set_ylabel("Bridge Width (m)", fontsize=10, labelpad=8) - ax.set_zlabel(f"{disp_key} (kN, scaled)", fontsize=10, labelpad=8) + ax.set_zlabel(f"{disp_key} (kN)", fontsize=10, labelpad=8) ax.set_title(f"Shear Force Diagram — {disp_key}", fontsize=12, fontweight="bold", pad=12) ax.view_init(elev=DEFAULT_ELEV, azim=DEFAULT_AZIM) ax.xaxis.pane.fill = False @@ -435,7 +436,8 @@ def on_add(sel, _data=_scatter_data, _fk=disp_key): ax.zaxis.pane.set_edgecolor("lightgrey") ax.grid(True, linestyle="--", linewidth=0.4, alpha=0.5) - plt.tight_layout() + # Force the 3D plot to use the maximum available canvas space + fig.subplots_adjust(left=0.05, right=0.95, bottom=0.05, top=0.88) return fig @@ -522,13 +524,13 @@ def build_figure_bmd(ds, force_key, nodes, members, edge_dist=0.0): bbox=dict(boxstyle="round,pad=0.2", facecolor="white", alpha=0.8, edgecolor="none")) - val_range = max(Mz) - min(Mz) - if val_range == 0: - moment_scale = 1.0 if max(Mz) == 0 else 0.1 * abs((max(xs) - min(xs)) / max(Mz)) - else: - moment_scale = 0.1 * abs((max(xs) - min(xs)) / val_range) + # val_range = max(Mz) - min(Mz) + # if val_range == 0: + # moment_scale = 1.0 if max(Mz) == 0 else 0.1 * abs((max(xs) - min(xs)) / max(Mz)) + # else: + # moment_scale = 0.1 * abs((max(xs) - min(xs)) / val_range) - y_plot = -Mz * moment_scale # negate: positive moment plots downward + y_plot = -Mz # negate: positive moment plots downward ax.plot_surface( np.vstack([xs, xs]), @@ -579,7 +581,7 @@ def on_add(sel, _data=_scatter_data, _fk=disp_key): ax.set_xlabel("Span Length (m)", fontsize=10, labelpad=8) ax.set_ylabel("Bridge Width (m)", fontsize=10, labelpad=8) - ax.set_zlabel(f"{disp_key} (kNm, scaled)", fontsize=10, labelpad=8) + ax.set_zlabel(f"{disp_key} (kNm)", fontsize=10, labelpad=8) ax.set_title(f"Bending Moment Diagram — {disp_key}", fontsize=12, fontweight="bold", pad=12) ax.view_init(elev=DEFAULT_ELEV, azim=DEFAULT_AZIM) ax.xaxis.pane.fill = False @@ -590,7 +592,8 @@ def on_add(sel, _data=_scatter_data, _fk=disp_key): ax.zaxis.pane.set_edgecolor("lightgrey") ax.grid(True, linestyle="--", linewidth=0.4, alpha=0.5) - plt.tight_layout() + # Force the 3D plot to use the maximum available canvas space + fig.subplots_adjust(left=0.05, right=0.95, bottom=0.05, top=0.88) return fig, summary_data @@ -683,13 +686,13 @@ def build_figure_bmd_contour(ds, force_key, nodes, members, edge_dist=0.0): bbox=dict(boxstyle="round,pad=0.2", facecolor="white", alpha=0.8, edgecolor="none")) - val_range = max(Mz) - min(Mz) - if val_range == 0: - moment_scale = 1.0 if max(Mz) == 0 else 0.1 * abs((max(xs) - min(xs)) / max(Mz)) - else: - moment_scale = 0.1 * abs((max(xs) - min(xs)) / val_range) + # val_range = max(Mz) - min(Mz) + # if val_range == 0: + # moment_scale = 1.0 if max(Mz) == 0 else 0.1 * abs((max(xs) - min(xs)) / max(Mz)) + # else: + # moment_scale = 0.1 * abs((max(xs) - min(xs)) / val_range) - y_plot = Mz * moment_scale + y_plot = Mz face_colors = cmap(norm(np.vstack([Mz, Mz]))) ax.plot_surface( @@ -718,7 +721,7 @@ def build_figure_bmd_contour(ds, force_key, nodes, members, edge_dist=0.0): ax.set_xlabel("Span Length (m)", fontsize=10, labelpad=8) ax.set_ylabel("Bridge Width (m)", fontsize=10, labelpad=8) - ax.set_zlabel(f"{disp_key} (kNm, scaled)", fontsize=10, labelpad=8) + ax.set_zlabel(f"{disp_key} (kNm)", fontsize=10, labelpad=8) ax.set_title(f"BMD Contour — {disp_key}", fontsize=12, fontweight="bold", pad=12) ax.view_init(elev=DEFAULT_ELEV, azim=DEFAULT_AZIM) ax.xaxis.pane.fill = False @@ -729,7 +732,8 @@ def build_figure_bmd_contour(ds, force_key, nodes, members, edge_dist=0.0): ax.zaxis.pane.set_edgecolor("lightgrey") ax.grid(True, linestyle="--", linewidth=0.4, alpha=0.5) - plt.tight_layout() + # Force the 3D plot to use the maximum available canvas space + fig.subplots_adjust(left=0.05, right=0.95, bottom=0.05, top=0.88) return fig @@ -836,16 +840,16 @@ def _get(n, _comp=actual_comp): bbox=dict(boxstyle="round,pad=0.2", facecolor="white", alpha=0.8, edgecolor="none")) - val_range = max(vals) - min(vals) - if val_range == 0: - defl_scale = ( - 1.0 if np.max(np.abs(vals)) == 0 - else 0.1 * abs((max(xs) - min(xs)) / np.max(np.abs(vals))) - ) - else: - defl_scale = 0.1 * abs((max(xs) - min(xs)) / val_range) + # val_range = max(vals) - min(vals) + # if val_range == 0: + # defl_scale = ( + # 1.0 if np.max(np.abs(vals)) == 0 + # else 0.1 * abs((max(xs) - min(xs)) / np.max(np.abs(vals))) + # ) + # else: + # defl_scale = 0.1 * abs((max(xs) - min(xs)) / val_range) - y_plot = vals * defl_scale + y_plot = vals ax.plot_surface( np.vstack([xs, xs]), @@ -886,7 +890,7 @@ def on_add(sel, _data=_scatter_data, _lbl=disp_label): ax.set_xlabel("Span Length (m)", fontsize=10, labelpad=8) ax.set_ylabel("Bridge Width (m)", fontsize=10, labelpad=8) - ax.set_zlabel(f"{disp_label} (mm, scaled)", fontsize=10, labelpad=8) + ax.set_zlabel(f"{disp_label} (mm)", fontsize=10, labelpad=8) ax.set_title(f"Deflection Diagram — {disp_label}", fontsize=12, fontweight="bold", pad=12) ax.view_init(elev=DEFAULT_ELEV, azim=DEFAULT_AZIM) ax.xaxis.pane.fill = False @@ -897,7 +901,8 @@ def on_add(sel, _data=_scatter_data, _lbl=disp_label): ax.zaxis.pane.set_edgecolor("lightgrey") ax.grid(True, linestyle="--", linewidth=0.4, alpha=0.5) - plt.tight_layout() + # Force the 3D plot to use the maximum available canvas space + fig.subplots_adjust(left=0.05, right=0.95, bottom=0.05, top=0.88) return fig diff --git a/src/osdagbridge/desktop/ui/mpl_plot_widget.py b/src/osdagbridge/desktop/ui/mpl_plot_widget.py index 050d19dce..bb5be27d1 100644 --- a/src/osdagbridge/desktop/ui/mpl_plot_widget.py +++ b/src/osdagbridge/desktop/ui/mpl_plot_widget.py @@ -452,50 +452,40 @@ def _fit_figure_to_canvas(self): self._fig.set_size_inches(w_px / dpi, h_px / dpi, forward=False) def _store_orig_limits(self): - self._orig_limits = {} - for i, ax in enumerate(self._fig.axes): - if hasattr(ax, "get_zlim"): - self._orig_limits[i] = { - "x": ax.get_xlim(), - "y": ax.get_ylim(), - "z": ax.get_zlim(), - } + """No longer needed since we are using native camera zoom instead of axis clipping!""" + pass def _apply_zoom(self): - if not self._orig_limits: - return - for i, ax in enumerate(self._fig.axes): - if i not in self._orig_limits: - continue - lims = self._orig_limits[i] - for axis_key, set_lim in [ - ("x", ax.set_xlim), - ("y", ax.set_ylim), - ("z", ax.set_zlim), - ]: - lo, hi = lims[axis_key] - centre = (lo + hi) / 2.0 - half = (hi - lo) / 2.0 * self._zoom_scale - set_lim(centre - half, centre + half) + """Zoom the 3D camera optically to completely prevent canvas clipping.""" + for ax in self._fig.axes: + try: + # Modern Matplotlib: Zooms the camera lens natively. + # The 3D box stays safely inside the widget window, no clipping! + ax.set_proj_type('persp', focal_length=self._zoom_scale) + except Exception: + # Fallback for older Matplotlib versions + ax.dist = 10 / self._zoom_scale self._canvas.draw_idle() def eventFilter(self, obj, event): if obj is self._canvas and event.type() == QEvent.Type.Wheel: delta = event.angleDelta().y() if delta > 0: - self._zoom_scale = max(self._zoom_scale * 0.8, 0.05) + # Zoom IN (increase focal length) + self._zoom_scale = min(self._zoom_scale * 1.1, 10.0) else: - self._zoom_scale = min(self._zoom_scale * 1.25, 20.0) + # Zoom OUT (decrease focal length) + self._zoom_scale = max(self._zoom_scale * 0.9, 0.1) self._apply_zoom() return True return super().eventFilter(obj, event) def _zoom_in(self): - self._zoom_scale = max(self._zoom_scale * 0.8, 0.05) + self._zoom_scale = min(self._zoom_scale * 1.1, 10.0) self._apply_zoom() def _zoom_out(self): - self._zoom_scale = min(self._zoom_scale * 1.25, 20.0) + self._zoom_scale = max(self._zoom_scale * 0.9, 0.1) self._apply_zoom() def _zoom_reset(self): From 0698638c80385326b982ca7ace096189933e55c3 Mon Sep 17 00:00:00 2001 From: Sarthak790 Date: Tue, 28 Apr 2026 21:01:25 +0530 Subject: [PATCH 186/225] added hover boxes for grillage view --- .../plate_girder/plot_generator.py | 27 +++++++++++++++---- 1 file changed, 22 insertions(+), 5 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py b/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py index f7aa5a451..dc5b7379b 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py @@ -267,11 +267,28 @@ def build_figure_grillage(nodes, members): _add_coordinate_triad(ax, nodes) _add_supports(ax, nodes, members) - # Draw node markers - xs = [coord[0] for coord in nodes.values()] - ys = [coord[2] for coord in nodes.values()] - ax.scatter(xs, ys, [0] * len(xs), - color="#388E3C", s=14, zorder=4, depthshade=False) + # Extract node IDs and coordinates properly for tracking + node_ids = list(nodes.keys()) + xs = [nodes[n][0] for n in node_ids] + ys = [nodes[n][2] for n in node_ids] # The physical Z-coordinate is plotted on the Y-axis here + + # Capture the scatter object + sc = ax.scatter(xs, ys, [0] * len(xs), + color="#388E3C", s=14, zorder=4, depthshade=False) + + # Attach the hover cursor specifically for the Grillage view + if _MPLCURSORS: + cursor = mplcursors.cursor(sc, hover=True) + @cursor.connect("add") + def on_add(sel): + idx = sel.index + nid = node_ids[idx] + nx = xs[idx] + nz = ys[idx] + sel.annotation.set_text( + f"Node {nid}\nX: {nx:.2f} m\nZ: {nz:.2f} m" + ) + sel.annotation.get_bbox_patch().set(fc="white", alpha=0.9) ax.set_xlabel("Span Length (m)", fontsize=10, labelpad=8) ax.set_ylabel("Bridge Width (m)", fontsize=10, labelpad=8) From b1dbd0ccc8d3f3bb32396c30d395d6179686f9ef Mon Sep 17 00:00:00 2001 From: Sarthak790 Date: Sat, 2 May 2026 21:16:02 +0530 Subject: [PATCH 187/225] green girder lines; timer on node boxes --- .../bridge_types/plate_girder/analyser.py | 2 +- .../plate_girder/plot_generator.py | 159 ++++++++++++++++-- src/osdagbridge/desktop/ui/mpl_plot_widget.py | 54 +++--- .../desktop/ui/utils/custom_3dviewer.py | 2 +- 4 files changed, 181 insertions(+), 36 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/analyser.py b/src/osdagbridge/core/bridge_types/plate_girder/analyser.py index 64f7d47b1..e82327fc1 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/analyser.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/analyser.py @@ -1112,7 +1112,7 @@ def add_vehicle_load_cases_from_combinations(self, model=None): # Add to load case # ----------------------------- lc.add_load( - load_obj=vehicle, + load=vehicle, load_factor=lane_factor ) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py b/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py index dc5b7379b..388e97249 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py @@ -238,7 +238,7 @@ def _add_supports(ax, nodes, members, edge_dist=0.0): # GRILLAGE PLOT # ============================================================================= -def build_figure_grillage(nodes, members): +def build_figure_grillage(nodes, members, edge_dist=0.0): """ Build a 3-D matplotlib figure showing only the bridge grillage mesh. @@ -265,7 +265,37 @@ def build_figure_grillage(nodes, members): _add_grillage_background(ax, nodes, members) _add_coordinate_triad(ax, nodes) - _add_supports(ax, nodes, members) + _add_supports(ax, nodes, members, edge_dist=edge_dist) + + girders = _find_girders(nodes, members) + girder_items = list(girders.items()) + n_girders = len(girder_items) + base_color = "#388E3C" + + for i, (z_val, elems) in enumerate(girder_items): + if not elems: continue + is_edge_beam = edge_dist > 0 and (i == 0 or i == n_girders - 1) + girder_name = f"G{i}" if edge_dist > 0 else f"G{i + 1}" + + n_first = members[elems[0]][0] + n_last = members[elems[-1]][1] + + x_start = nodes[n_first][0] + x_end = nodes[n_last][0] + z_base = nodes[n_first][2] + + # Draw the solid longitudinal line (Grey for edge, Green for inner) + ax.plot([x_start, x_end], [z_base, z_base], [0, 0], + color="slategrey" if is_edge_beam else base_color, + linewidth=1.5, zorder=3) + + # Add the Girder labels (G1, G2, etc.) to the inner beams + if not is_edge_beam: + ax.text(x_start - (x_range * 0.02), z_base, 0, f"{girder_name}", + color="black", fontsize=11, fontweight="normal", + ha="right", va="center", zorder=6, + bbox=dict(boxstyle="round,pad=0.2", facecolor="white", + alpha=0.8, edgecolor="none")) # Extract node IDs and coordinates properly for tracking node_ids = list(nodes.keys()) @@ -277,19 +307,47 @@ def build_figure_grillage(nodes, members): color="#388E3C", s=14, zorder=4, depthshade=False) # Attach the hover cursor specifically for the Grillage view + # Attach the hover cursor directly to the single Grillage scatter object 'sc' if _MPLCURSORS: cursor = mplcursors.cursor(sc, hover=True) + cursor._timers = {} # A safe dictionary to store active timers + @cursor.connect("add") def on_add(sel): + # Extract data directly from the lists we built earlier in the function idx = sel.index nid = node_ids[idx] nx = xs[idx] - nz = ys[idx] + nz = ys[idx] # Remember, physical Z is plotted on the Y-axis here + sel.annotation.set_text( f"Node {nid}\nX: {nx:.2f} m\nZ: {nz:.2f} m" ) sel.annotation.get_bbox_patch().set(fc="white", alpha=0.9) + # ================= TIMER LOGIC ================= + fig = sel.annotation.figure + timer = fig.canvas.new_timer(interval=6500) + timer.single_shot = True + + # Store the timer safely in our dictionary using the selection's unique ID + sel_id = id(sel) + cursor._timers[sel_id] = timer + + def auto_hide(): + try: + if sel in cursor.selections: + cursor.remove_selection(sel) + fig.canvas.draw_idle() + except Exception: + pass + finally: + # Clean up the dictionary reference to free memory + cursor._timers.pop(sel_id, None) + + timer.add_callback(auto_hide) + timer.start() + ax.set_xlabel("Span Length (m)", fontsize=10, labelpad=8) ax.set_ylabel("Bridge Width (m)", fontsize=10, labelpad=8) ax.set_zlabel("", fontsize=10, labelpad=8) @@ -304,7 +362,9 @@ def on_add(sel): ax.grid(True, linestyle="--", linewidth=0.4, alpha=0.5) # Force the 3D plot to use the maximum available canvas space - fig.subplots_adjust(left=0.05, right=0.95, bottom=0.05, top=0.88) + # Dedicate 18% of the right side purely to the massive axis labels. + # This naturally shoves the 3D bridge perfectly into the center of the screen! + fig.subplots_adjust(left=0.05, right=0.88, bottom=0.05, top=0.90) return fig @@ -430,6 +490,7 @@ def build_figure_sfd(ds, force_key, nodes, members, edge_dist=0.0): # hover annotations if _MPLCURSORS and _scatter_objs: cursor = mplcursors.cursor(_scatter_objs, hover=True) + cursor._timers = {} # THE FIX: A safe dictionary to store active timers @cursor.connect("add") def on_add(sel, _data=_scatter_data, _fk=disp_key): @@ -440,6 +501,28 @@ def on_add(sel, _data=_scatter_data, _fk=disp_key): ) sel.annotation.get_bbox_patch().set(fc="white", alpha=0.9) + fig = sel.annotation.figure + timer = fig.canvas.new_timer(interval=6500) + timer.single_shot = True + + # Store the timer safely in our dictionary using the selection's unique ID + sel_id = id(sel) + cursor._timers[sel_id] = timer + + def auto_hide(): + try: + if sel in cursor.selections: + cursor.remove_selection(sel) + fig.canvas.draw_idle() + except Exception: + pass + finally: + # Clean up the dictionary reference to free memory + cursor._timers.pop(sel_id, None) + + timer.add_callback(auto_hide) + timer.start() + ax.set_xlabel("Span Length (m)", fontsize=10, labelpad=8) ax.set_ylabel("Bridge Width (m)", fontsize=10, labelpad=8) ax.set_zlabel(f"{disp_key} (kN)", fontsize=10, labelpad=8) @@ -454,7 +537,9 @@ def on_add(sel, _data=_scatter_data, _fk=disp_key): ax.grid(True, linestyle="--", linewidth=0.4, alpha=0.5) # Force the 3D plot to use the maximum available canvas space - fig.subplots_adjust(left=0.05, right=0.95, bottom=0.05, top=0.88) + # Dedicate 18% of the right side purely to the massive axis labels. + # This naturally shoves the 3D bridge perfectly into the center of the screen! + fig.subplots_adjust(left=0.05, right=0.88, bottom=0.05, top=0.90) return fig @@ -586,16 +671,39 @@ def build_figure_bmd(ds, force_key, nodes, members, edge_dist=0.0): if _MPLCURSORS and _scatter_objs: cursor = mplcursors.cursor(_scatter_objs, hover=True) + cursor._timers = {} # THE FIX: A safe dictionary to store active timers @cursor.connect("add") def on_add(sel, _data=_scatter_data, _fk=disp_key): nids, xs_g, vals_g = _data[id(sel.artist)] idx = sel.index sel.annotation.set_text( - f"Node {nids[idx]}\nX: {xs_g[idx]:.2f}\n{_fk}: {-vals_g[idx]:.3f} kNm" + f"Node {nids[idx]}\nX: {xs_g[idx]:.2f}\n{_fk}: {vals_g[idx]:.3f} kN" ) sel.annotation.get_bbox_patch().set(fc="white", alpha=0.9) + fig = sel.annotation.figure + timer = fig.canvas.new_timer(interval=6500) + timer.single_shot = True + + # Store the timer safely in our dictionary using the selection's unique ID + sel_id = id(sel) + cursor._timers[sel_id] = timer + + def auto_hide(): + try: + if sel in cursor.selections: + cursor.remove_selection(sel) + fig.canvas.draw_idle() + except Exception: + pass + finally: + # Clean up the dictionary reference to free memory + cursor._timers.pop(sel_id, None) + + timer.add_callback(auto_hide) + timer.start() + ax.set_xlabel("Span Length (m)", fontsize=10, labelpad=8) ax.set_ylabel("Bridge Width (m)", fontsize=10, labelpad=8) ax.set_zlabel(f"{disp_key} (kNm)", fontsize=10, labelpad=8) @@ -610,7 +718,9 @@ def on_add(sel, _data=_scatter_data, _fk=disp_key): ax.grid(True, linestyle="--", linewidth=0.4, alpha=0.5) # Force the 3D plot to use the maximum available canvas space - fig.subplots_adjust(left=0.05, right=0.95, bottom=0.05, top=0.88) + # Dedicate 18% of the right side purely to the massive axis labels. + # This naturally shoves the 3D bridge perfectly into the center of the screen! + fig.subplots_adjust(left=0.05, right=0.88, bottom=0.05, top=0.90) return fig, summary_data @@ -750,7 +860,9 @@ def build_figure_bmd_contour(ds, force_key, nodes, members, edge_dist=0.0): ax.grid(True, linestyle="--", linewidth=0.4, alpha=0.5) # Force the 3D plot to use the maximum available canvas space - fig.subplots_adjust(left=0.05, right=0.95, bottom=0.05, top=0.88) + # Dedicate 18% of the right side purely to the massive axis labels. + # This naturally shoves the 3D bridge perfectly into the center of the screen! + fig.subplots_adjust(left=0.05, right=0.88, bottom=0.05, top=0.90) return fig @@ -895,16 +1007,39 @@ def _get(n, _comp=actual_comp): if _MPLCURSORS and _scatter_objs: cursor = mplcursors.cursor(_scatter_objs, hover=True) + cursor._timers = {} # THE FIX: A safe dictionary to store active timers @cursor.connect("add") - def on_add(sel, _data=_scatter_data, _lbl=disp_label): + def on_add(sel, _data=_scatter_data, _fk=disp_key): nids, xs_g, vals_g = _data[id(sel.artist)] idx = sel.index sel.annotation.set_text( - f"Node {nids[idx]}\nX: {xs_g[idx]:.2f}\n{_lbl}: {vals_g[idx]:.4f} mm" + f"Node {nids[idx]}\nX: {xs_g[idx]:.2f}\n{_fk}: {vals_g[idx]:.3f} kN" ) sel.annotation.get_bbox_patch().set(fc="white", alpha=0.9) + fig = sel.annotation.figure + timer = fig.canvas.new_timer(interval=6500) + timer.single_shot = True + + # Store the timer safely in our dictionary using the selection's unique ID + sel_id = id(sel) + cursor._timers[sel_id] = timer + + def auto_hide(): + try: + if sel in cursor.selections: + cursor.remove_selection(sel) + fig.canvas.draw_idle() + except Exception: + pass + finally: + # Clean up the dictionary reference to free memory + cursor._timers.pop(sel_id, None) + + timer.add_callback(auto_hide) + timer.start() + ax.set_xlabel("Span Length (m)", fontsize=10, labelpad=8) ax.set_ylabel("Bridge Width (m)", fontsize=10, labelpad=8) ax.set_zlabel(f"{disp_label} (mm)", fontsize=10, labelpad=8) @@ -919,7 +1054,9 @@ def on_add(sel, _data=_scatter_data, _lbl=disp_label): ax.grid(True, linestyle="--", linewidth=0.4, alpha=0.5) # Force the 3D plot to use the maximum available canvas space - fig.subplots_adjust(left=0.05, right=0.95, bottom=0.05, top=0.88) + # Dedicate 18% of the right side purely to the massive axis labels. + # This naturally shoves the 3D bridge perfectly into the center of the screen! + fig.subplots_adjust(left=0.05, right=0.88, bottom=0.05, top=0.90) return fig diff --git a/src/osdagbridge/desktop/ui/mpl_plot_widget.py b/src/osdagbridge/desktop/ui/mpl_plot_widget.py index bb5be27d1..e713e9588 100644 --- a/src/osdagbridge/desktop/ui/mpl_plot_widget.py +++ b/src/osdagbridge/desktop/ui/mpl_plot_widget.py @@ -7,7 +7,7 @@ from PySide6.QtWidgets import ( QWidget, QVBoxLayout, QHBoxLayout, QComboBox, QSizePolicy, QPushButton, - QFrame, QLabel, QCheckBox + QFrame, QLabel, QCheckBox, QScrollArea ) from PySide6.QtCore import Qt, QEvent @@ -128,6 +128,11 @@ def __init__(self, parent=None): self._canvas.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Expanding) self._canvas.installEventFilter(self) + self._scroll_area = QScrollArea() + self._scroll_area.setWidgetResizable(True) + self._scroll_area.setWidget(self._canvas) + self._scroll_area.setFrameShape(QFrame.NoFrame) + # Initialize the Summary Overlay self._summary_overlay = SummaryOverlay(self._canvas) self._summary_overlay.hide() @@ -216,7 +221,7 @@ def __init__(self, parent=None): root.setContentsMargins(0, 0, 0, 0) root.setSpacing(0) root.addLayout(toolbar_row) - root.addWidget(self._canvas, stretch=1) + root.addWidget(self._scroll_area, stretch=1) # public API @@ -354,7 +359,7 @@ def _on_grillage_toggled(self, checked: bool): if checked: if not self._nodes: return plt.close(self._fig) - self._fig = build_figure_grillage(self._nodes, self._members) + self._fig = build_figure_grillage(self._nodes, self._members, edge_dist=self._edge_dist) self._canvas.figure = self._fig self._fig.set_canvas(self._canvas) @@ -393,10 +398,8 @@ def _on_grid_toggled(self, checked: bool): def resizeEvent(self, event): super().resizeEvent(event) - self._fit_figure_to_canvas() - self._canvas.draw_idle() if self._summary_overlay: - self._summary_overlay.move(15, 15) + self._summary_overlay.move(15, 45) # Keep HUD floating safely under the toolbar # private helpers def _apply_node_visibility(self): @@ -452,40 +455,45 @@ def _fit_figure_to_canvas(self): self._fig.set_size_inches(w_px / dpi, h_px / dpi, forward=False) def _store_orig_limits(self): - """No longer needed since we are using native camera zoom instead of axis clipping!""" - pass + pass # Not needed for Uniform Render Zoom def _apply_zoom(self): - """Zoom the 3D camera optically to completely prevent canvas clipping.""" - for ax in self._fig.axes: - try: - # Modern Matplotlib: Zooms the camera lens natively. - # The 3D box stays safely inside the widget window, no clipping! - ax.set_proj_type('persp', focal_length=self._zoom_scale) - except Exception: - # Fallback for older Matplotlib versions - ax.dist = 10 / self._zoom_scale + """Zooms the 2D canvas dynamically, creating scrollbars for perfect panning!""" + if self._zoom_scale <= 1.0: + self._zoom_scale = 1.0 + self._scroll_area.setWidgetResizable(True) + self._canvas.setMinimumSize(0, 0) + self._canvas.setMaximumSize(16777215, 16777215) + else: + self._scroll_area.setWidgetResizable(False) + base_w = self._scroll_area.width() - 2 + base_h = self._scroll_area.height() - 2 + # Physically resize the canvas like zooming a photo + self._canvas.setFixedSize(int(base_w * self._zoom_scale), int(base_h * self._zoom_scale)) self._canvas.draw_idle() def eventFilter(self, obj, event): if obj is self._canvas and event.type() == QEvent.Type.Wheel: + event.accept() delta = event.angleDelta().y() if delta > 0: - # Zoom IN (increase focal length) - self._zoom_scale = min(self._zoom_scale * 1.1, 10.0) + # Zoom IN: Changed from 1.15 to 1.05 for smoother scrolling + self._zoom_scale = min(self._zoom_scale * 1.05, 8.0) else: - # Zoom OUT (decrease focal length) - self._zoom_scale = max(self._zoom_scale * 0.9, 0.1) + # Zoom OUT: Changed from 0.85 to 0.95 for smoother scrolling + self._zoom_scale = max(self._zoom_scale * 0.95, 1.0) self._apply_zoom() return True return super().eventFilter(obj, event) def _zoom_in(self): - self._zoom_scale = min(self._zoom_scale * 1.1, 10.0) + # You can keep the buttons at 1.15 if you want faster clicking, + # or change them to 1.05 to match the smooth scroll wheel! + self._zoom_scale = min(self._zoom_scale * 1.05, 8.0) self._apply_zoom() def _zoom_out(self): - self._zoom_scale = max(self._zoom_scale * 0.9, 0.1) + self._zoom_scale = max(self._zoom_scale * 0.95, 1.0) self._apply_zoom() def _zoom_reset(self): diff --git a/src/osdagbridge/desktop/ui/utils/custom_3dviewer.py b/src/osdagbridge/desktop/ui/utils/custom_3dviewer.py index b31f36bc2..99727324c 100644 --- a/src/osdagbridge/desktop/ui/utils/custom_3dviewer.py +++ b/src/osdagbridge/desktop/ui/utils/custom_3dviewer.py @@ -430,7 +430,7 @@ def display_view_cube(self): def _show_navcube_when_ready(self): self._resize_navcube() self._position_navcube() - # self.navcube.mark_ready() + self.navcube.mark_ready() self.navcube.update() # ------------------------------------------------------------------ From 32df53b2a7f068f0dd58d89d7b8e3723f200b069 Mon Sep 17 00:00:00 2001 From: Sarthak790 Date: Tue, 5 May 2026 13:49:32 +0530 Subject: [PATCH 188/225] worked on axes and changed the sign in BMD --- .../plate_girder/plot_generator.py | 102 +++++++++++------- src/osdagbridge/desktop/ui/mpl_plot_widget.py | 5 + 2 files changed, 71 insertions(+), 36 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py b/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py index 388e97249..d0a3f879d 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py @@ -4,6 +4,7 @@ import matplotlib import matplotlib.pyplot as plt import matplotlib.colors as mcolors +from matplotlib.ticker import FuncFormatter import numpy as np import openseespy.opensees as ops from mpl_toolkits.mplot3d.art3d import Line3DCollection @@ -162,8 +163,8 @@ def _add_grillage_background(ax, nodes, members, x_tol=3, z_tol=3): ax.plot([x_val] * len(z_sorted), z_sorted, [0] * len(z_sorted), **trans_kw) -def _add_coordinate_triad(ax, nodes, scale=0.10): - """Draw X / Y / Z arrows and labels at the minimum-corner of the model.""" +def _add_coordinate_triad(ax, nodes, scale=0.12): + """Draw X / Y / Z arrows and labels with professional, distortion-free CAD aesthetics.""" xs = [c[0] for c in nodes.values()] ys = [c[1] for c in nodes.values()] zs = [c[2] for c in nodes.values()] @@ -171,31 +172,31 @@ def _add_coordinate_triad(ax, nodes, scale=0.10): span = max(max(xs) - min(xs), max(zs) - min(zs)) or 5000 L = span * scale - ox, oy, oz = min(xs), 0, min(zs) # triad origin + ox, oy, oz = min(xs), 0, min(zs) - colors = {"X": "#FF4136", "Y": "#2ECC40", "Z": "#0074D9"} - - # We tag these elements so the UI toggle button can easily find and hide them! + # Deeper, high-contrast CAD colors + # Professional Non-Clashing Palette: Deep Orange (X), Purple (Y), Teal (Z) + colors = {"X": "#E65100", "Y": "#0097A7", "Z": "#6A1B9A"} tag = "coord_triad" - # X arrow (along span) - ax.quiver(ox, oz, oy, L, 0, 0, - color=colors["X"], linewidth=2, arrow_length_ratio=0.25, zorder=5, gid=tag) - ax.text(ox + L * 1.25, oz, oy, "X", color=colors["X"], - fontsize=9, fontweight="bold", zorder=5, gid=tag) - - # Z arrow (along width) — note ax.plot uses (x=span, y=width, z=force) - ax.quiver(ox, oz, oy, 0, L, 0, - color=colors["Z"], linewidth=2, arrow_length_ratio=0.25, zorder=5, gid=tag) - ax.text(ox, oz + L * 1.25, oy, "Z", color=colors["Z"], - fontsize=9, fontweight="bold", zorder=5, gid=tag) - - # Y arrow (upward = force direction) — scaled by 0.30 to match box_aspect - Ly = L * 0.30 - ax.quiver(ox, oz, oy, 0, 0, Ly, - color=colors["Y"], linewidth=2, arrow_length_ratio=0.25, zorder=5, gid=tag) - ax.text(ox, oz, oy + Ly * 1.25, "Y", color=colors["Y"], - fontsize=9, fontweight="bold", zorder=5, gid=tag) + # Add a bold origin anchor dot + ax.scatter([ox], [oz], [oy], color="#333333", s=40, zorder=6, gid=tag) + + # X-Axis (Span) + ax.plot([ox, ox + L], [oz, oz], [oy, oy], color=colors["X"], linewidth=2.5, zorder=5, gid=tag) + ax.scatter([ox + L], [oz], [oy], color=colors["X"], marker='>', s=50, zorder=6, gid=tag, depthshade=False) + ax.text(ox + L * 1.25, oz, oy, "X", color=colors["X"], fontsize=10, fontweight="bold", zorder=6, gid=tag) + + # Z-Axis (Transverse width) + ax.plot([ox, ox], [oz, oz + L], [oy, oy], color=colors["Z"], linewidth=2.5, zorder=5, gid=tag) + ax.scatter([ox], [oz + L], [oy], color=colors["Z"], marker='^', s=50, zorder=6, gid=tag, depthshade=False) + ax.text(ox, oz + L * 1.25, oy, "Z", color=colors["Z"], fontsize=10, fontweight="bold", zorder=6, gid=tag) + + # Y-Axis (Vertical) + Ly = L * 3.0 + ax.plot([ox, ox], [oz, oz], [oy, oy + Ly], color=colors["Y"], linewidth=2.5, zorder=5, gid=tag) + ax.scatter([ox], [oz], [oy + Ly], color=colors["Y"], marker='^', s=50, zorder=6, gid=tag, depthshade=False) + ax.text(ox, oz, oy + Ly * 1.15, "Y", color=colors["Y"], fontsize=10, fontweight="bold", zorder=6, gid=tag) def _add_supports(ax, nodes, members, edge_dist=0.0): """Draw pin (diamond) and roller (circle) supports at the ends of girders.""" @@ -531,9 +532,16 @@ def auto_hide(): ax.xaxis.pane.fill = False ax.yaxis.pane.fill = False ax.zaxis.pane.fill = False - ax.xaxis.pane.set_edgecolor("lightgrey") - ax.yaxis.pane.set_edgecolor("lightgrey") - ax.zaxis.pane.set_edgecolor("lightgrey") + # Professional, high-contrast bounding box borders + ax.xaxis.pane.set_edgecolor("#555555") + ax.yaxis.pane.set_edgecolor("#555555") + ax.zaxis.pane.set_edgecolor("#555555") + ax.xaxis.pane.set_linewidth(1.5) + ax.yaxis.pane.set_linewidth(1.5) + ax.zaxis.pane.set_linewidth(1.5) + ax.xaxis.pane.set_alpha(1.0) + ax.yaxis.pane.set_alpha(1.0) + ax.zaxis.pane.set_alpha(1.0) ax.grid(True, linestyle="--", linewidth=0.4, alpha=0.5) # Force the 3D plot to use the maximum available canvas space @@ -707,14 +715,22 @@ def auto_hide(): ax.set_xlabel("Span Length (m)", fontsize=10, labelpad=8) ax.set_ylabel("Bridge Width (m)", fontsize=10, labelpad=8) ax.set_zlabel(f"{disp_key} (kNm)", fontsize=10, labelpad=8) + ax.zaxis.set_major_formatter(FuncFormatter(lambda val, pos: f"{abs(val):g}")) ax.set_title(f"Bending Moment Diagram — {disp_key}", fontsize=12, fontweight="bold", pad=12) ax.view_init(elev=DEFAULT_ELEV, azim=DEFAULT_AZIM) ax.xaxis.pane.fill = False ax.yaxis.pane.fill = False ax.zaxis.pane.fill = False - ax.xaxis.pane.set_edgecolor("lightgrey") - ax.yaxis.pane.set_edgecolor("lightgrey") - ax.zaxis.pane.set_edgecolor("lightgrey") + # Professional, high-contrast bounding box borders + ax.xaxis.pane.set_edgecolor("#555555") + ax.yaxis.pane.set_edgecolor("#555555") + ax.zaxis.pane.set_edgecolor("#555555") + ax.xaxis.pane.set_linewidth(1.5) + ax.yaxis.pane.set_linewidth(1.5) + ax.zaxis.pane.set_linewidth(1.5) + ax.xaxis.pane.set_alpha(1.0) + ax.yaxis.pane.set_alpha(1.0) + ax.zaxis.pane.set_alpha(1.0) ax.grid(True, linestyle="--", linewidth=0.4, alpha=0.5) # Force the 3D plot to use the maximum available canvas space @@ -854,9 +870,16 @@ def build_figure_bmd_contour(ds, force_key, nodes, members, edge_dist=0.0): ax.xaxis.pane.fill = False ax.yaxis.pane.fill = False ax.zaxis.pane.fill = False - ax.xaxis.pane.set_edgecolor("lightgrey") - ax.yaxis.pane.set_edgecolor("lightgrey") - ax.zaxis.pane.set_edgecolor("lightgrey") + # Professional, high-contrast bounding box borders + ax.xaxis.pane.set_edgecolor("#555555") + ax.yaxis.pane.set_edgecolor("#555555") + ax.zaxis.pane.set_edgecolor("#555555") + ax.xaxis.pane.set_linewidth(1.5) + ax.yaxis.pane.set_linewidth(1.5) + ax.zaxis.pane.set_linewidth(1.5) + ax.xaxis.pane.set_alpha(1.0) + ax.yaxis.pane.set_alpha(1.0) + ax.zaxis.pane.set_alpha(1.0) ax.grid(True, linestyle="--", linewidth=0.4, alpha=0.5) # Force the 3D plot to use the maximum available canvas space @@ -1048,9 +1071,16 @@ def auto_hide(): ax.xaxis.pane.fill = False ax.yaxis.pane.fill = False ax.zaxis.pane.fill = False - ax.xaxis.pane.set_edgecolor("lightgrey") - ax.yaxis.pane.set_edgecolor("lightgrey") - ax.zaxis.pane.set_edgecolor("lightgrey") + # Professional, high-contrast bounding box borders + ax.xaxis.pane.set_edgecolor("#555555") + ax.yaxis.pane.set_edgecolor("#555555") + ax.zaxis.pane.set_edgecolor("#555555") + ax.xaxis.pane.set_linewidth(1.5) + ax.yaxis.pane.set_linewidth(1.5) + ax.zaxis.pane.set_linewidth(1.5) + ax.xaxis.pane.set_alpha(1.0) + ax.yaxis.pane.set_alpha(1.0) + ax.zaxis.pane.set_alpha(1.0) ax.grid(True, linestyle="--", linewidth=0.4, alpha=0.5) # Force the 3D plot to use the maximum available canvas space diff --git a/src/osdagbridge/desktop/ui/mpl_plot_widget.py b/src/osdagbridge/desktop/ui/mpl_plot_widget.py index e713e9588..43beaecc2 100644 --- a/src/osdagbridge/desktop/ui/mpl_plot_widget.py +++ b/src/osdagbridge/desktop/ui/mpl_plot_widget.py @@ -420,6 +420,11 @@ def _apply_axis_visibility(self): for collection in ax.collections: if collection.get_gid() == "coord_triad": collection.set_visible(self._show_axis) + + for line in ax.lines: + if line.get_gid() == "coord_triad": + line.set_visible(self._show_axis) + for text in ax.texts: if text.get_gid() == "coord_triad": text.set_visible(self._show_axis) From ffed5e9ce32b20c02502751fe03e38d34b76cf77 Mon Sep 17 00:00:00 2001 From: Sarthak790 Date: Tue, 5 May 2026 13:53:23 +0530 Subject: [PATCH 189/225] worked on zoom feature --- src/osdagbridge/desktop/ui/mpl_plot_widget.py | 69 ++++++++++++++++--- 1 file changed, 59 insertions(+), 10 deletions(-) diff --git a/src/osdagbridge/desktop/ui/mpl_plot_widget.py b/src/osdagbridge/desktop/ui/mpl_plot_widget.py index 43beaecc2..878267f97 100644 --- a/src/osdagbridge/desktop/ui/mpl_plot_widget.py +++ b/src/osdagbridge/desktop/ui/mpl_plot_widget.py @@ -480,26 +480,75 @@ def _apply_zoom(self): def eventFilter(self, obj, event): if obj is self._canvas and event.type() == QEvent.Type.Wheel: event.accept() + + # 1. Capture the exact mouse position BEFORE zooming + pos = event.position() + mouse_x, mouse_y = pos.x(), pos.y() + + old_width = self._canvas.width() + old_height = self._canvas.height() + + # 2. Calculate the zoom delta = event.angleDelta().y() if delta > 0: - # Zoom IN: Changed from 1.15 to 1.05 for smoother scrolling - self._zoom_scale = min(self._zoom_scale * 1.05, 8.0) + self._zoom_scale = min(self._zoom_scale * 1.05, 8.0) # Zoom IN else: - # Zoom OUT: Changed from 0.85 to 0.95 for smoother scrolling - self._zoom_scale = max(self._zoom_scale * 0.95, 1.0) + self._zoom_scale = max(self._zoom_scale * 0.95, 1.0) # Zoom OUT + self._apply_zoom() + + # 3. Calculate how much the canvas grew/shrank + new_width = self._canvas.width() + new_height = self._canvas.height() + + if old_width == 0 or old_height == 0: return True + + # 4. Smart Scrollbar Math: Shift the view to keep the mouse anchored! + h_bar = self._scroll_area.horizontalScrollBar() + v_bar = self._scroll_area.verticalScrollBar() + + new_x = (mouse_x / old_width) * new_width + new_y = (mouse_y / old_height) * new_height + + h_bar.setValue(int(h_bar.value() + (new_x - mouse_x))) + v_bar.setValue(int(v_bar.value() + (new_y - mouse_y))) + return True return super().eventFilter(obj, event) - def _zoom_in(self): - # You can keep the buttons at 1.15 if you want faster clicking, - # or change them to 1.05 to match the smooth scroll wheel! - self._zoom_scale = min(self._zoom_scale * 1.05, 8.0) + def _zoom_step(self, factor): + """Helper to keep zoom centered on the screen when clicking +/- buttons.""" + viewport = self._scroll_area.viewport() + h_bar = self._scroll_area.horizontalScrollBar() + v_bar = self._scroll_area.verticalScrollBar() + + # Find the center of the visible screen + center_x = h_bar.value() + viewport.width() / 2.0 + center_y = v_bar.value() + viewport.height() / 2.0 + + old_width = self._canvas.width() + old_height = self._canvas.height() + + self._zoom_scale = max(1.0, min(self._zoom_scale * factor, 8.0)) self._apply_zoom() + new_width = self._canvas.width() + new_height = self._canvas.height() + + if old_width == 0 or old_height == 0: return + + # Push the scrollbars to keep the screen perfectly centered + new_center_x = (center_x / old_width) * new_width + new_center_y = (center_y / old_height) * new_height + + h_bar.setValue(int(new_center_x - viewport.width() / 2.0)) + v_bar.setValue(int(new_center_y - viewport.height() / 2.0)) + + def _zoom_in(self): + self._zoom_step(1.15) # Click zooms are slightly faster than scroll wheel + def _zoom_out(self): - self._zoom_scale = max(self._zoom_scale * 0.95, 1.0) - self._apply_zoom() + self._zoom_step(0.85) def _zoom_reset(self): self._zoom_scale = 1.0 From 9d3c8fcb43645ec9121fc4e3daa6f925fd6313ba Mon Sep 17 00:00:00 2001 From: Sarthak790 Date: Tue, 5 May 2026 17:33:59 +0530 Subject: [PATCH 190/225] worked on ALL button --- .../plate_girder/plot_generator.py | 6 ++- src/osdagbridge/desktop/ui/mpl_plot_widget.py | 37 +++++++++++-------- 2 files changed, 26 insertions(+), 17 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py b/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py index d0a3f879d..f6fdbacbb 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py @@ -657,14 +657,16 @@ def build_figure_bmd(ds, force_key, nodes, members, edge_dist=0.0): color="#FF4136", linewidth=1.5, linestyle="--", zorder=3, gid="max_line") # Bold Dark Grey Text ax.text(xs[idx_max], z_base, y_plot[idx_max], - f" {-Mz[idx_max]:.2f}", color="#333333", fontsize=8, fontweight="bold", zorder=6, gid="max_line") + f" {-Mz[idx_max]:.2f}", color="#333333", fontsize=8, fontweight="bold", zorder=6, gid="max_line", + bbox=dict(facecolor='white', edgecolor='none', alpha=0.85, pad=1.0)) # Min line (Dashed, Tagged for toggling) idx_min = int(np.argmin(Mz)) ax.plot([xs[idx_min], xs[idx_min]], [z_base, z_base], [0, y_plot[idx_min]], color="#0074D9", linewidth=1.5, linestyle="--", zorder=3, gid="min_line") ax.text(xs[idx_min], z_base, y_plot[idx_min], - f" {-Mz[idx_min]:.2f}", color="#333333", fontsize=8, fontweight="bold", zorder=6, gid="min_line") + f" {-Mz[idx_min]:.2f}", color="#333333", fontsize=8, fontweight="bold", zorder=6, gid="min_line", + bbox=dict(facecolor='white', edgecolor='none', alpha=0.85, pad=1.0)) # 'All' values annotations (Slightly lighter grey, Tagged for toggling) for xi, yi, mzi in zip(xs, y_plot, Mz): diff --git a/src/osdagbridge/desktop/ui/mpl_plot_widget.py b/src/osdagbridge/desktop/ui/mpl_plot_widget.py index 878267f97..4bfab7e7c 100644 --- a/src/osdagbridge/desktop/ui/mpl_plot_widget.py +++ b/src/osdagbridge/desktop/ui/mpl_plot_widget.py @@ -257,22 +257,23 @@ def link_output_dock(self, output_dock): rb.setChecked(rb.text() == _DEFAULT_FORCE_LABEL) rb.toggled.connect(self.update_plot) - # 3. BULLETPROOF NATIVE QT CONNECTION FOR CHECKBOXES + # Create placeholders to store the checkboxes + self._cb_max = None + self._cb_min = None + for cb in output_dock.output_widget.findChildren(QCheckBox): text = cb.text().strip().lower() - if "summary" in text: cb.toggled.connect(self._on_summary_toggled) self._is_summary_checked = cb.isChecked() - elif "max" in text: + self._cb_max = cb # Store the reference cb.toggled.connect(self._on_max_toggled) self._show_max = cb.isChecked() - elif "min" in text: + self._cb_min = cb # Store the reference cb.toggled.connect(self._on_min_toggled) self._show_min = cb.isChecked() - elif "all" in text: cb.toggled.connect(self._on_all_vals_toggled) self._show_all_vals = cb.isChecked() @@ -350,6 +351,13 @@ def _on_min_toggled(self, checked): def _on_all_vals_toggled(self, checked): self._show_all_vals = checked + + # Disable the Max and Min checkboxes when "All" is active + if self._cb_max: + self._cb_max.setEnabled(not checked) + if self._cb_min: + self._cb_min.setEnabled(not checked) + self._apply_annotation_visibility() self._canvas.draw_idle() @@ -430,19 +438,18 @@ def _apply_axis_visibility(self): text.set_visible(self._show_axis) def _apply_annotation_visibility(self): - """Toggles the visibility of Max, Min, and All lines and text annotations.""" for ax in self._fig.axes: for line in ax.lines: - if line.get_gid() == "max_line": - line.set_visible(self._show_max) - elif line.get_gid() == "min_line": - line.set_visible(self._show_min) + if line.get_gid() == "max_line": + line.set_visible(self._show_max or self._show_all_vals) + elif line.get_gid() == "min_line": + line.set_visible(self._show_min or self._show_all_vals) for text in ax.texts: - if text.get_gid() == "max_line": - text.set_visible(self._show_max) - elif text.get_gid() == "min_line": - text.set_visible(self._show_min) - elif text.get_gid() == "all_vals": + if text.get_gid() == "max_line": + text.set_visible(self._show_max or self._show_all_vals) + elif text.get_gid() == "min_line": + text.set_visible(self._show_min or self._show_all_vals) + elif text.get_gid() == "all_vals": text.set_visible(self._show_all_vals) def _apply_grid_visibility(self): From b4a19701ee4a59ca31aabd3e8c90204ad6ab4ae6 Mon Sep 17 00:00:00 2001 From: Sarthak790 Date: Tue, 5 May 2026 20:30:30 +0530 Subject: [PATCH 191/225] worked on the axes --- .../plate_girder/plot_generator.py | 87 +++++++++++++------ 1 file changed, 59 insertions(+), 28 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py b/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py index f6fdbacbb..a89134832 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py @@ -164,39 +164,67 @@ def _add_grillage_background(ax, nodes, members, x_tol=3, z_tol=3): def _add_coordinate_triad(ax, nodes, scale=0.12): - """Draw X / Y / Z arrows and labels with professional, distortion-free CAD aesthetics.""" + """Draw X/Y/Z axes with 3D pyramid arrowheads and locked boundaries.""" xs = [c[0] for c in nodes.values()] - ys = [c[1] for c in nodes.values()] zs = [c[2] for c in nodes.values()] - - span = max(max(xs) - min(xs), max(zs) - min(zs)) or 5000 - L = span * scale - + ox, oy, oz = min(xs), 0, min(zs) - - # Deeper, high-contrast CAD colors - # Professional Non-Clashing Palette: Deep Orange (X), Purple (Y), Teal (Z) - colors = {"X": "#E65100", "Y": "#0097A7", "Z": "#6A1B9A"} + colors = {"X": "#E65100", "Y": "#6A1B9A", "Z": "#0097A7"} tag = "coord_triad" - # Add a bold origin anchor dot ax.scatter([ox], [oz], [oy], color="#333333", s=40, zorder=6, gid=tag) - # X-Axis (Span) - ax.plot([ox, ox + L], [oz, oz], [oy, oy], color=colors["X"], linewidth=2.5, zorder=5, gid=tag) - ax.scatter([ox + L], [oz], [oy], color=colors["X"], marker='>', s=50, zorder=6, gid=tag, depthshade=False) - ax.text(ox + L * 1.25, oz, oy, "X", color=colors["X"], fontsize=10, fontweight="bold", zorder=6, gid=tag) - - # Z-Axis (Transverse width) - ax.plot([ox, ox], [oz, oz + L], [oy, oy], color=colors["Z"], linewidth=2.5, zorder=5, gid=tag) - ax.scatter([ox], [oz + L], [oy], color=colors["Z"], marker='^', s=50, zorder=6, gid=tag, depthshade=False) - ax.text(ox, oz + L * 1.25, oy, "Z", color=colors["Z"], fontsize=10, fontweight="bold", zorder=6, gid=tag) - - # Y-Axis (Vertical) - Ly = L * 3.0 + # 1. Capture exact current limits to lock the visual screen space + xlim = ax.get_xlim() + ylim = ax.get_ylim() + zlim = ax.get_zlim() + + xr = abs(xlim[1] - xlim[0]) + yr = abs(ylim[1] - ylim[0]) + zr = abs(zlim[1] - zlim[0]) + + # Provide safe fallbacks if the graph is completely empty + if xr < 1e-3: xr = 25.0 + if yr < 1e-3: yr = 10.0 + if zr < 1e-3: zr = 10.0 + + # 2. Fixed Screen Proportions (Stems are 12%, widths are 2.5% of visual space) + Lx, Lz, Ly = xr * scale, yr * scale, zr * scale + hl_x, hl_z, hl_y = Lx * 0.30, Lz * 0.30, Ly * 0.30 + w_frac = 0.025 + + # --- X-Axis (Span) --- + ax.plot([ox, ox + Lx], [oz, oz], [oy, oy], color=colors["X"], linewidth=2.5, zorder=5, gid=tag) + # Draw 4 lines to form a 3D pyramid arrowhead (immune to camera rotation) + tx, bx = ox + Lx, ox + Lx - hl_x + ax.plot([tx, bx], [oz, oz + (yr * w_frac)], [oy, oy], color=colors["X"], linewidth=2.0, zorder=5, gid=tag) + ax.plot([tx, bx], [oz, oz - (yr * w_frac)], [oy, oy], color=colors["X"], linewidth=2.0, zorder=5, gid=tag) + ax.plot([tx, bx], [oz, oz], [oy, oy + (zr * w_frac)], color=colors["X"], linewidth=2.0, zorder=5, gid=tag) + ax.plot([tx, bx], [oz, oz], [oy, oy - (zr * w_frac)], color=colors["X"], linewidth=2.0, zorder=5, gid=tag) + ax.text(tx + (xr * 0.03), oz, oy, "X", color=colors["X"], fontsize=10, fontweight="bold", zorder=6, gid=tag) + + # --- Z-Axis (Transverse width, mapped to Matplotlib Y) --- + ax.plot([ox, ox], [oz, oz + Lz], [oy, oy], color=colors["Z"], linewidth=2.5, zorder=5, gid=tag) + tz, bz = oz + Lz, oz + Lz - hl_z + ax.plot([ox, ox + (xr * w_frac)], [tz, bz], [oy, oy], color=colors["Z"], linewidth=2.0, zorder=5, gid=tag) + ax.plot([ox, ox - (xr * w_frac)], [tz, bz], [oy, oy], color=colors["Z"], linewidth=2.0, zorder=5, gid=tag) + ax.plot([ox, ox], [tz, bz], [oy, oy + (zr * w_frac)], color=colors["Z"], linewidth=2.0, zorder=5, gid=tag) + ax.plot([ox, ox], [tz, bz], [oy, oy - (zr * w_frac)], color=colors["Z"], linewidth=2.0, zorder=5, gid=tag) + ax.text(ox, tz + (yr * 0.04), oy, "Z", color=colors["Z"], fontsize=10, fontweight="bold", zorder=6, gid=tag) + + # --- Y-Axis (Vertical Forces, mapped to Matplotlib Z) --- ax.plot([ox, ox], [oz, oz], [oy, oy + Ly], color=colors["Y"], linewidth=2.5, zorder=5, gid=tag) - ax.scatter([ox], [oz], [oy + Ly], color=colors["Y"], marker='^', s=50, zorder=6, gid=tag, depthshade=False) - ax.text(ox, oz, oy + Ly * 1.15, "Y", color=colors["Y"], fontsize=10, fontweight="bold", zorder=6, gid=tag) + ty, by = oy + Ly, oy + Ly - hl_y + ax.plot([ox, ox + (xr * w_frac)], [oz, oz], [ty, by], color=colors["Y"], linewidth=2.0, zorder=5, gid=tag) + ax.plot([ox, ox - (xr * w_frac)], [oz, oz], [ty, by], color=colors["Y"], linewidth=2.0, zorder=5, gid=tag) + ax.plot([ox, ox], [oz + (yr * w_frac), oz], [ty, by], color=colors["Y"], linewidth=2.0, zorder=5, gid=tag) + ax.plot([ox, ox], [oz - (yr * w_frac), oz], [ty, by], color=colors["Y"], linewidth=2.0, zorder=5, gid=tag) + ax.text(ox, oz, ty + (zr * 0.04), "Y", color=colors["Y"], fontsize=10, fontweight="bold", zorder=6, gid=tag) + + # 3. CRITICAL FIX: Lock limits so drawing the triad doesn't stretch empty charts! + ax.set_xlim(xlim) + ax.set_ylim(ylim) + ax.set_zlim(zlim) def _add_supports(ax, nodes, members, edge_dist=0.0): """Draw pin (diamond) and roller (circle) supports at the ends of girders.""" @@ -408,7 +436,7 @@ def build_figure_sfd(ds, force_key, nodes, members, edge_dist=0.0): ax.set_box_aspect([x_range, z_range, x_range * 0.30]) _add_grillage_background(ax, nodes, members) - _add_coordinate_triad(ax, nodes) + _add_supports(ax, nodes, members, edge_dist=edge_dist) shear_color = "#1565C0" @@ -548,6 +576,7 @@ def auto_hide(): # Dedicate 18% of the right side purely to the massive axis labels. # This naturally shoves the 3D bridge perfectly into the center of the screen! fig.subplots_adjust(left=0.05, right=0.88, bottom=0.05, top=0.90) + _add_coordinate_triad(ax, nodes) return fig @@ -591,7 +620,7 @@ def build_figure_bmd(ds, force_key, nodes, members, edge_dist=0.0): ax.set_box_aspect([x_range, z_range, x_range * 0.30]) _add_grillage_background(ax, nodes, members) - _add_coordinate_triad(ax, nodes) + _add_supports(ax, nodes, members, edge_dist=edge_dist) moment_color = "#C62828" @@ -739,6 +768,7 @@ def auto_hide(): # Dedicate 18% of the right side purely to the massive axis labels. # This naturally shoves the 3D bridge perfectly into the center of the screen! fig.subplots_adjust(left=0.05, right=0.88, bottom=0.05, top=0.90) + _add_coordinate_triad(ax, nodes) return fig, summary_data @@ -930,7 +960,7 @@ def build_figure_deflection(ds, disp_key, nodes, members, edge_dist=0.0): ax.set_box_aspect([x_range, z_range, x_range * 0.30]) _add_grillage_background(ax, nodes, members) - _add_coordinate_triad(ax, nodes) + _add_supports(ax, nodes, members, edge_dist=edge_dist) defl_color = "#6A1B9A" # deep purple @@ -1089,6 +1119,7 @@ def auto_hide(): # Dedicate 18% of the right side purely to the massive axis labels. # This naturally shoves the 3D bridge perfectly into the center of the screen! fig.subplots_adjust(left=0.05, right=0.88, bottom=0.05, top=0.90) + _add_coordinate_triad(ax, nodes) return fig From d755a4e344cd37d39c962c41c346a3556e8458a2 Mon Sep 17 00:00:00 2001 From: Sarthak790 Date: Wed, 6 May 2026 01:15:37 +0530 Subject: [PATCH 192/225] worked on axis values --- .../core/bridge_types/plate_girder/plot_generator.py | 4 ++++ 1 file changed, 4 insertions(+) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py b/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py index a89134832..032aaeccb 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py @@ -5,6 +5,7 @@ import matplotlib.pyplot as plt import matplotlib.colors as mcolors from matplotlib.ticker import FuncFormatter +from matplotlib.ticker import MaxNLocator import numpy as np import openseespy.opensees as ops from mpl_toolkits.mplot3d.art3d import Line3DCollection @@ -555,6 +556,7 @@ def auto_hide(): ax.set_xlabel("Span Length (m)", fontsize=10, labelpad=8) ax.set_ylabel("Bridge Width (m)", fontsize=10, labelpad=8) ax.set_zlabel(f"{disp_key} (kN)", fontsize=10, labelpad=8) + ax.yaxis.set_major_locator(MaxNLocator(nbins=4, steps=[1, 2, 2.5, 5, 10])) ax.set_title(f"Shear Force Diagram — {disp_key}", fontsize=12, fontweight="bold", pad=12) ax.view_init(elev=DEFAULT_ELEV, azim=DEFAULT_AZIM) ax.xaxis.pane.fill = False @@ -747,6 +749,7 @@ def auto_hide(): ax.set_ylabel("Bridge Width (m)", fontsize=10, labelpad=8) ax.set_zlabel(f"{disp_key} (kNm)", fontsize=10, labelpad=8) ax.zaxis.set_major_formatter(FuncFormatter(lambda val, pos: f"{abs(val):g}")) + ax.yaxis.set_major_locator(MaxNLocator(nbins=4, steps=[1, 2, 2.5, 5, 10])) ax.set_title(f"Bending Moment Diagram — {disp_key}", fontsize=12, fontweight="bold", pad=12) ax.view_init(elev=DEFAULT_ELEV, azim=DEFAULT_AZIM) ax.xaxis.pane.fill = False @@ -1098,6 +1101,7 @@ def auto_hide(): ax.set_xlabel("Span Length (m)", fontsize=10, labelpad=8) ax.set_ylabel("Bridge Width (m)", fontsize=10, labelpad=8) ax.set_zlabel(f"{disp_label} (mm)", fontsize=10, labelpad=8) + ax.yaxis.set_major_locator(MaxNLocator(nbins=4, steps=[1, 2, 2.5, 5, 10])) ax.set_title(f"Deflection Diagram — {disp_label}", fontsize=12, fontweight="bold", pad=12) ax.view_init(elev=DEFAULT_ELEV, azim=DEFAULT_AZIM) ax.xaxis.pane.fill = False From 2e83f65a4ab0ebae868f1a8954766780a506ec8b Mon Sep 17 00:00:00 2001 From: Sarthak790 Date: Wed, 6 May 2026 01:44:17 +0530 Subject: [PATCH 193/225] worked on the zoom feature --- .../plate_girder/plot_generator.py | 9 +- src/osdagbridge/desktop/ui/mpl_plot_widget.py | 128 ++++++++++-------- 2 files changed, 73 insertions(+), 64 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py b/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py index 032aaeccb..f43b39360 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py @@ -394,7 +394,7 @@ def auto_hide(): # Force the 3D plot to use the maximum available canvas space # Dedicate 18% of the right side purely to the massive axis labels. # This naturally shoves the 3D bridge perfectly into the center of the screen! - fig.subplots_adjust(left=0.05, right=0.88, bottom=0.05, top=0.90) + # fig.subplots_adjust(left=0.05, right=0.88, bottom=0.05, top=0.90) return fig @@ -577,7 +577,7 @@ def auto_hide(): # Force the 3D plot to use the maximum available canvas space # Dedicate 18% of the right side purely to the massive axis labels. # This naturally shoves the 3D bridge perfectly into the center of the screen! - fig.subplots_adjust(left=0.05, right=0.88, bottom=0.05, top=0.90) + # fig.subplots_adjust(left=0.05, right=0.88, bottom=0.05, top=0.90) _add_coordinate_triad(ax, nodes) return fig @@ -770,7 +770,6 @@ def auto_hide(): # Force the 3D plot to use the maximum available canvas space # Dedicate 18% of the right side purely to the massive axis labels. # This naturally shoves the 3D bridge perfectly into the center of the screen! - fig.subplots_adjust(left=0.05, right=0.88, bottom=0.05, top=0.90) _add_coordinate_triad(ax, nodes) return fig, summary_data @@ -920,7 +919,7 @@ def build_figure_bmd_contour(ds, force_key, nodes, members, edge_dist=0.0): # Force the 3D plot to use the maximum available canvas space # Dedicate 18% of the right side purely to the massive axis labels. # This naturally shoves the 3D bridge perfectly into the center of the screen! - fig.subplots_adjust(left=0.05, right=0.88, bottom=0.05, top=0.90) + # fig.subplots_adjust(left=0.05, right=0.88, bottom=0.05, top=0.90) return fig @@ -1122,7 +1121,7 @@ def auto_hide(): # Force the 3D plot to use the maximum available canvas space # Dedicate 18% of the right side purely to the massive axis labels. # This naturally shoves the 3D bridge perfectly into the center of the screen! - fig.subplots_adjust(left=0.05, right=0.88, bottom=0.05, top=0.90) + # fig.subplots_adjust(left=0.05, right=0.88, bottom=0.05, top=0.90) _add_coordinate_triad(ax, nodes) return fig diff --git a/src/osdagbridge/desktop/ui/mpl_plot_widget.py b/src/osdagbridge/desktop/ui/mpl_plot_widget.py index 4bfab7e7c..92e68d93d 100644 --- a/src/osdagbridge/desktop/ui/mpl_plot_widget.py +++ b/src/osdagbridge/desktop/ui/mpl_plot_widget.py @@ -202,6 +202,7 @@ def __init__(self, parent=None): self._btn_grid.setFocusPolicy(Qt.NoFocus) self._btn_grid.setStyleSheet(btn_style) self._btn_grid.toggled.connect(self._on_grid_toggled) + self._canvas.mpl_connect('scroll_event', self._on_scroll) toolbar_row = QHBoxLayout() toolbar_row.setContentsMargins(4, 2, 4, 2) @@ -324,6 +325,10 @@ def update_plot(self, *_args): else: self._summary_overlay.hide() + if self._fig: + # Strip margins globally before handing the figure to the canvas + self._fig.subplots_adjust(left=0.0, right=1.0, bottom=0.0, top=1.0) + self._fit_figure_to_canvas() self._canvas.draw() @@ -484,82 +489,87 @@ def _apply_zoom(self): self._canvas.setFixedSize(int(base_w * self._zoom_scale), int(base_h * self._zoom_scale)) self._canvas.draw_idle() - def eventFilter(self, obj, event): - if obj is self._canvas and event.type() == QEvent.Type.Wheel: - event.accept() + # def eventFilter(self, obj, event): + # if obj is self._canvas and event.type() == QEvent.Type.Wheel: + # event.accept() - # 1. Capture the exact mouse position BEFORE zooming - pos = event.position() - mouse_x, mouse_y = pos.x(), pos.y() + # # 1. Capture the exact mouse position BEFORE zooming + # pos = event.position() + # mouse_x, mouse_y = pos.x(), pos.y() - old_width = self._canvas.width() - old_height = self._canvas.height() - - # 2. Calculate the zoom - delta = event.angleDelta().y() - if delta > 0: - self._zoom_scale = min(self._zoom_scale * 1.05, 8.0) # Zoom IN - else: - self._zoom_scale = max(self._zoom_scale * 0.95, 1.0) # Zoom OUT + # old_width = self._canvas.width() + # old_height = self._canvas.height() + + # # 2. Calculate the zoom + # delta = event.angleDelta().y() + # if delta > 0: + # self._zoom_scale = min(self._zoom_scale * 1.05, 8.0) # Zoom IN + # else: + # self._zoom_scale = max(self._zoom_scale * 0.95, 1.0) # Zoom OUT - self._apply_zoom() + # self._apply_zoom() - # 3. Calculate how much the canvas grew/shrank - new_width = self._canvas.width() - new_height = self._canvas.height() + # # 3. Calculate how much the canvas grew/shrank + # new_width = self._canvas.width() + # new_height = self._canvas.height() - if old_width == 0 or old_height == 0: return True + # if old_width == 0 or old_height == 0: return True - # 4. Smart Scrollbar Math: Shift the view to keep the mouse anchored! - h_bar = self._scroll_area.horizontalScrollBar() - v_bar = self._scroll_area.verticalScrollBar() + # # 4. Smart Scrollbar Math: Shift the view to keep the mouse anchored! + # h_bar = self._scroll_area.horizontalScrollBar() + # v_bar = self._scroll_area.verticalScrollBar() - new_x = (mouse_x / old_width) * new_width - new_y = (mouse_y / old_height) * new_height + # new_x = (mouse_x / old_width) * new_width + # new_y = (mouse_y / old_height) * new_height - h_bar.setValue(int(h_bar.value() + (new_x - mouse_x))) - v_bar.setValue(int(v_bar.value() + (new_y - mouse_y))) + # h_bar.setValue(int(h_bar.value() + (new_x - mouse_x))) + # v_bar.setValue(int(v_bar.value() + (new_y - mouse_y))) - return True - return super().eventFilter(obj, event) + # return True + # return super().eventFilter(obj, event) def _zoom_step(self, factor): - """Helper to keep zoom centered on the screen when clicking +/- buttons.""" - viewport = self._scroll_area.viewport() - h_bar = self._scroll_area.horizontalScrollBar() - v_bar = self._scroll_area.verticalScrollBar() - - # Find the center of the visible screen - center_x = h_bar.value() + viewport.width() / 2.0 - center_y = v_bar.value() + viewport.height() / 2.0 - - old_width = self._canvas.width() - old_height = self._canvas.height() - - self._zoom_scale = max(1.0, min(self._zoom_scale * factor, 8.0)) - self._apply_zoom() - - new_width = self._canvas.width() - new_height = self._canvas.height() + """Natively zooms the Matplotlib 3D camera by scaling the axis limits.""" + if not hasattr(self, '_fig') or not self._fig or not self._fig.axes: + return + + ax = self._fig.axes[0] - if old_width == 0 or old_height == 0: return - - # Push the scrollbars to keep the screen perfectly centered - new_center_x = (center_x / old_width) * new_width - new_center_y = (center_y / old_height) * new_height - - h_bar.setValue(int(new_center_x - viewport.width() / 2.0)) - v_bar.setValue(int(new_center_y - viewport.height() / 2.0)) + # 1. Get current boundaries + x0, x1 = ax.get_xlim() + y0, y1 = ax.get_ylim() + z0, z1 = ax.get_zlim() + + # 2. Find the exact center of the current view + xc, yc, zc = (x0 + x1) / 2, (y0 + y1) / 2, (z0 + z1) / 2 + + # 3. Scale the ranges by the zoom factor + xr, yr, zr = (x1 - x0) * factor, (y1 - y0) * factor, (z1 - z0) * factor + + # 4. Apply the new narrowed/widened limits + ax.set_xlim(xc - xr / 2, xc + xr / 2) + ax.set_ylim(yc - yr / 2, yc + yr / 2) + ax.set_zlim(zc - zr / 2, zc + zr / 2) + + self._canvas.draw_idle() def _zoom_in(self): - self._zoom_step(1.15) # Click zooms are slightly faster than scroll wheel + # 85% of current view size (zooms in) + self._zoom_step(0.85) def _zoom_out(self): - self._zoom_step(0.85) - + # 115% of current view size (zooms out) + self._zoom_step(1.15) + def _on_scroll(self, event): + """Native Matplotlib scroll wheel support.""" + if event.button == 'up': + self._zoom_step(0.85) # Scroll wheel up = Zoom in + elif event.button == 'down': + self._zoom_step(1.15) # Scroll wheel down = Zoom out + def _zoom_reset(self): - self._zoom_scale = 1.0 - self._apply_zoom() + # The safest and cleanest way to reset is just to re-trigger the plot update! + self.update_plot() def _current_loadcase(self) -> str: combo = self._output_dock.output_widget.findChild( From 65f425591eda93a0622cfdaf7f10b9749bfdd71c Mon Sep 17 00:00:00 2001 From: Aditya-Donde Date: Thu, 7 May 2026 01:33:57 +0530 Subject: [PATCH 194/225] fix: correct hover tooltip units for BMD (kNm) and deflection (mm) --- .../plate_girder/plot_generator.py | 24 +++++++++---------- 1 file changed, 12 insertions(+), 12 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py b/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py index f43b39360..d483fedc9 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py @@ -719,18 +719,18 @@ def on_add(sel, _data=_scatter_data, _fk=disp_key): nids, xs_g, vals_g = _data[id(sel.artist)] idx = sel.index sel.annotation.set_text( - f"Node {nids[idx]}\nX: {xs_g[idx]:.2f}\n{_fk}: {vals_g[idx]:.3f} kN" + f"Node {nids[idx]}\nX: {xs_g[idx]:.2f}\n{_fk}: {vals_g[idx]:.3f} kNm" ) sel.annotation.get_bbox_patch().set(fc="white", alpha=0.9) fig = sel.annotation.figure - timer = fig.canvas.new_timer(interval=6500) + timer = fig.canvas.new_timer(interval=6500) timer.single_shot = True - + # Store the timer safely in our dictionary using the selection's unique ID sel_id = id(sel) - cursor._timers[sel_id] = timer - + cursor._timers[sel_id] = timer + def auto_hide(): try: if sel in cursor.selections: @@ -741,7 +741,7 @@ def auto_hide(): finally: # Clean up the dictionary reference to free memory cursor._timers.pop(sel_id, None) - + timer.add_callback(auto_hide) timer.start() @@ -1071,18 +1071,18 @@ def on_add(sel, _data=_scatter_data, _fk=disp_key): nids, xs_g, vals_g = _data[id(sel.artist)] idx = sel.index sel.annotation.set_text( - f"Node {nids[idx]}\nX: {xs_g[idx]:.2f}\n{_fk}: {vals_g[idx]:.3f} kN" + f"Node {nids[idx]}\nX: {xs_g[idx]:.2f}\n{_fk}: {vals_g[idx]:.3f} mm" ) sel.annotation.get_bbox_patch().set(fc="white", alpha=0.9) fig = sel.annotation.figure - timer = fig.canvas.new_timer(interval=6500) + timer = fig.canvas.new_timer(interval=6500) timer.single_shot = True - + # Store the timer safely in our dictionary using the selection's unique ID sel_id = id(sel) - cursor._timers[sel_id] = timer - + cursor._timers[sel_id] = timer + def auto_hide(): try: if sel in cursor.selections: @@ -1093,7 +1093,7 @@ def auto_hide(): finally: # Clean up the dictionary reference to free memory cursor._timers.pop(sel_id, None) - + timer.add_callback(auto_hide) timer.start() From 89587aef002fb44a99cd01e6658a852cad1cfc0f Mon Sep 17 00:00:00 2001 From: Aditya-Donde Date: Thu, 7 May 2026 02:21:55 +0530 Subject: [PATCH 195/225] fix: correct BMD text annotation sign to match hover tooltip values --- .../core/bridge_types/plate_girder/plot_generator.py | 6 +++--- 1 file changed, 3 insertions(+), 3 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py b/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py index d483fedc9..51d0c9e80 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py @@ -688,7 +688,7 @@ def build_figure_bmd(ds, force_key, nodes, members, edge_dist=0.0): color="#FF4136", linewidth=1.5, linestyle="--", zorder=3, gid="max_line") # Bold Dark Grey Text ax.text(xs[idx_max], z_base, y_plot[idx_max], - f" {-Mz[idx_max]:.2f}", color="#333333", fontsize=8, fontweight="bold", zorder=6, gid="max_line", + f" {Mz[idx_max]:.2f}", color="#333333", fontsize=8, fontweight="bold", zorder=6, gid="max_line", bbox=dict(facecolor='white', edgecolor='none', alpha=0.85, pad=1.0)) # Min line (Dashed, Tagged for toggling) @@ -696,12 +696,12 @@ def build_figure_bmd(ds, force_key, nodes, members, edge_dist=0.0): ax.plot([xs[idx_min], xs[idx_min]], [z_base, z_base], [0, y_plot[idx_min]], color="#0074D9", linewidth=1.5, linestyle="--", zorder=3, gid="min_line") ax.text(xs[idx_min], z_base, y_plot[idx_min], - f" {-Mz[idx_min]:.2f}", color="#333333", fontsize=8, fontweight="bold", zorder=6, gid="min_line", + f" {Mz[idx_min]:.2f}", color="#333333", fontsize=8, fontweight="bold", zorder=6, gid="min_line", bbox=dict(facecolor='white', edgecolor='none', alpha=0.85, pad=1.0)) # 'All' values annotations (Slightly lighter grey, Tagged for toggling) for xi, yi, mzi in zip(xs, y_plot, Mz): - ax.text(xi, z_base, yi, f" {-mzi:.2f}", color="#555555", fontsize=7, zorder=5, gid="all_vals") + ax.text(xi, z_base, yi, f" {mzi:.2f}", color="#555555", fontsize=7, zorder=5, gid="all_vals") sc = ax.scatter(xs, z_arr, y_plot, color=moment_color, s=30, zorder=5, depthshade=False) From 30546a6bb034233d1015e4a089b10b335acddad9 Mon Sep 17 00:00:00 2001 From: unknown Date: Thu, 7 May 2026 17:26:12 +0530 Subject: [PATCH 196/225] designer minor updates for fatigue and deflection. --- .../core/bridge_types/plate_girder/designer.py | 14 +++++++++----- 1 file changed, 9 insertions(+), 5 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/designer.py b/src/osdagbridge/core/bridge_types/plate_girder/designer.py index af5b99c83..6e5c6bb79 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/designer.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/designer.py @@ -568,9 +568,10 @@ def _sum_defl(lcs: list) -> float: # Apply composite stiffness correction to post-composite loads (SDL + live). # IRC 22:2015 Cl.604.3.2: deflection limits checked at SLS after composite action. + # Construction deflection (girder SW + wet concrete) is compensated by pre-camber + # and must NOT be added to the service deflection check (L/600 total). delta_live_mm = delta_live_m / stiffness_ratio * 1000.0 - delta_total_mm = (delta_construction_m - + (delta_sdl_m + delta_live_m) / stiffness_ratio) * 1000.0 + delta_total_mm = (delta_sdl_m + delta_live_m) / stiffness_ratio * 1000.0 # ------------------------------------------------------------------ # (4) Fatigue ranges from moving-load envelope @@ -593,8 +594,10 @@ def _sum_defl(lcs: list) -> float: mz_all = np.concatenate([mz_i, mz_j]) mz_all = mz_all[~np.isnan(mz_all)] if mz_all.size: - # Nm → Nmm : ×1000 ; σ = M/Ze - mz_range_Nmm = (mz_all.max() - mz_all.min()) * 1000.0 + # Nm → Nmm : ×1000 ; σ = M/Ze + # Use max absolute value (not max−min): Mz_i and Mz_j carry + # opposite signs by beam equilibrium, so max−min doubles the range. + mz_range_Nmm = float(np.abs(mz_all).max()) * 1000.0 stress_range_MPa = float(mz_range_Nmm / Ze_steel_mm3) except (KeyError, ValueError): pass @@ -612,7 +615,8 @@ def _sum_defl(lcs: list) -> float: vy_all = np.concatenate([vy_i, vy_j]) vy_all = vy_all[~np.isnan(vy_all)] if vy_all.size: - vy_range_N = vy_all.max() - vy_all.min() + # Same sign-convention fix: use max absolute value. + vy_range_N = float(np.abs(vy_all).max()) shear_range_MPa = float(vy_range_N / Aw_mm2) except (KeyError, ValueError): pass From 2a00547a05faa43f67544b3296f4a6c25b0f305c Mon Sep 17 00:00:00 2001 From: Aditya-Donde Date: Thu, 7 May 2026 13:02:49 +0530 Subject: [PATCH 197/225] =?UTF-8?q?fix:=20reconfigure=20stdout=20to=20UTF-?= =?UTF-8?q?8=20to=20prevent=20UnicodeEncodeError=20on=20Windows=20for=20?= =?UTF-8?q?=E2=89=A4=20characters=20in=20DCR=20output?= MIME-Version: 1.0 Content-Type: text/plain; charset=UTF-8 Content-Transfer-Encoding: 8bit --- src/osdagbridge/core/bridge_types/plate_girder/designer.py | 4 ++++ 1 file changed, 4 insertions(+) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/designer.py b/src/osdagbridge/core/bridge_types/plate_girder/designer.py index 6e5c6bb79..df4b3e17c 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/designer.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/designer.py @@ -3,6 +3,10 @@ from __future__ import annotations import math +import sys + +if sys.stdout.encoding and sys.stdout.encoding.lower() not in ('utf-8', 'utf-16'): + sys.stdout.reconfigure(encoding='utf-8', errors='replace') from dataclasses import dataclass, field from datetime import datetime from typing import Dict, List, Optional, Any From eac033fe46dd071839d420aa9770ccc875373153 Mon Sep 17 00:00:00 2001 From: unknown Date: Fri, 8 May 2026 01:28:07 +0530 Subject: [PATCH 198/225] designer correction for stud and composite property updates. --- .../bridge_types/plate_girder/designer.py | 229 ++++++++---------- .../plate_girder/initial_sizing.py | 41 ++++ .../core/utils/codes/irc22_2015.py | 48 ++-- 3 files changed, 156 insertions(+), 162 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/designer.py b/src/osdagbridge/core/bridge_types/plate_girder/designer.py index df4b3e17c..91e17991b 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/designer.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/designer.py @@ -12,6 +12,7 @@ from typing import Dict, List, Optional, Any from osdagbridge.core.bridge_types.plate_girder.analysis_results import PlateGirderAnalysisResults +from osdagbridge.core.bridge_types.plate_girder.initial_sizing import composite_section_properties from osdagbridge.core.utils.codes.irc22_2015 import IRC22_2014 from osdagbridge.core.utils.codes.irc6_2017 import IRC6_2017 from osdagbridge.core.utils.codes.keyfile import ( @@ -753,7 +754,9 @@ class CapacityResults: Qr_kN: float = 0.0 # Cl.606.3.2 — fatigue stud capacity stud_spacing_full_shear_mm: float = 0.0 # Cl.606.4.1.1 — SL2 (full shear) stud_spacing_fatigue_mm: float = 0.0 # Cl.606.4.2 — SR (SLS fatigue) - stud_spacing_governing_mm: float = 0.0 # min(SL1, SL2, SR) + stud_spacing_governing_mm: float = 0.0 # min(SL1, SL2, SR) — required limit + stud_spacing_provided_mm: float = 0.0 # actual provided (user input or = governing) + stud_spacing_user_provided: bool = False # True when user explicitly gave a spacing stud_detailing_ok: bool = True # Cl.606.6 — all detailing checks pass source: str = "built-in" details: Dict[str, dict] = field(default_factory=dict) @@ -1003,49 +1006,33 @@ def compute_combined_bending_shear(self, Md_kNm: float, V_kN: float, Vd_kN: floa # IRC 22:2015 Cl.604.3 — short-term and long-term composite section properties. # These are needed for SLS stress calculations (Cl.604.3.1) and stud spacing (Cl.606.4.1). - def compute_composite_section_props(self, beff_mm: float) -> dict: + def compute_composite_section_props(self, beff_mm: float) -> dict: """ Compute transformed composite second moment of area, neutral-axis depths, and section moduli for both short-term (n = Es/Ecm) and long-term (2n = Es/(0.5*Ecm)) modular ratios per IRC 22:2015 Cl.604.3. + Delegates the geometry to composite_section_properties() from initial_sizing.py. Coordinate system: all y-distances measured from BOTTOM of steel section (upward +ve). """ sec, mat, slab = self.sec, self.mat, self.slab mod = IRC22_2014.cl_604_3_modular_ratio(Ecm=mat.Ecm, Kc=0.5) - n_short = mod["m_short_term"] # Es/Ecm ≥ 7.5 - n_long = mod["m_long_term"] # Es/(0.5*Ecm) ≥ 15.0 - ds = slab.thickness - h_haunch = slab.haunch_depth - - def _props(n: float) -> dict: - Ac_trans = beff_mm * ds / n # transformed slab area (steel-side) - y_steel = sec.y_cg_from_bot # steel CG from bottom of steel - y_slab = sec.D + h_haunch + ds / 2.0 # slab CG from bottom of steel - A_total = sec.A_steel + Ac_trans - y_comp_bot = (sec.A_steel * y_steel + Ac_trans * y_slab) / A_total # composite NA from bot steel - I_steel = sec.Iz_steel + sec.A_steel * (y_comp_bot - y_steel) ** 2 - I_conc = beff_mm * ds ** 3 / (12.0 * n) + Ac_trans * (y_comp_bot - y_slab) ** 2 - I_comp = I_steel + I_conc - total_depth = sec.D + h_haunch + ds - y_top = total_depth - y_comp_bot # distance from top of slab to composite NA - y_bot = y_comp_bot # distance from composite NA to bottom of steel - return { - "n" : round(n, 3), - "Ac_trans_mm2" : round(Ac_trans, 1), - "y_comp_from_bot_mm" : round(y_comp_bot, 3), - "y_top_mm" : round(y_top, 3), - "y_bot_mm" : round(y_bot, 3), - "I_comp_mm4" : round(I_comp, 0), - "S_top_mm3" : round(I_comp / y_top, 0), - "S_bot_mm3" : round(I_comp / y_bot, 0), - } + n_short = mod["m_short_term"] # Es/Ecm ≥ 7.5 + n_long = mod["m_long_term"] # Es/(0.5*Ecm) ≥ 15.0 return { - "short_term" : _props(n_short), - "long_term" : _props(n_long), - "clause" : mod["clause"], - "source" : "IRC22_2014", + "short_term" : composite_section_properties( + beff_mm=beff_mm, ds_mm=slab.thickness, h_haunch_mm=slab.haunch_depth, + A_steel_mm2=sec.A_steel, Iz_steel_mm4=sec.Iz_steel, + y_cg_from_bot_mm=sec.y_cg_from_bot, D_steel_mm=sec.D, n=n_short, + ), + "long_term" : composite_section_properties( + beff_mm=beff_mm, ds_mm=slab.thickness, h_haunch_mm=slab.haunch_depth, + A_steel_mm2=sec.A_steel, Iz_steel_mm4=sec.Iz_steel, + y_cg_from_bot_mm=sec.y_cg_from_bot, D_steel_mm=sec.D, n=n_long, + ), + "clause" : mod["clause"], + "source" : "IRC22_2014", } # IRC 22:2015 Cl.604.3.1 — actual SLS stresses from service moment. @@ -1327,28 +1314,20 @@ def compute_stud_capacity(self) -> dict: # IRC 22:2015 Cl.606.4.1 — required headed-stud spacing at ULS (longitudinal shear). def compute_stud_spacing(self, Vu_kN: float, beff_mm: float, - xu_mm: float, Qu_kN: float) -> dict: - sec, mat, slab = self.sec, self.mat, self.slab - ds, h_haunch = slab.thickness, slab.haunch_depth + xu_mm: float, Qu_kN: float, + Ic_mm4: float = None) -> dict: + mat, slab = self.mat, self.slab n_studs = self.studs.n_per_section - # ys_mm: distance from the top of the composite section (top of slab) down to steel CG. - # Steel CG from bottom of steel = y_cg_from_bot. - # Total composite depth = ds + h_haunch + sec.D (measured from bottom of steel upward). - # Distance from top of composite section to steel CG = total depth − y_cg_from_bot. - ys_mm = ds + h_haunch + (sec.D - sec.y_cg_from_bot) - res = IRC22_2014.cl_606_4_1_longitudinal_shear_and_spacing( V_kN=Vu_kN, beff_mm=beff_mm, xu_mm=xu_mm, - t_slab_mm=ds, + t_slab_mm=slab.thickness, Qu_kN=Qu_kN, Es_MPa=mat.Es, Ecm_MPa=mat.Ecm, - As_mm2=sec.A_steel, - Is_mm4=sec.Iz_steel, - ys_mm=ys_mm, + Ic_mm4=Ic_mm4, studs_per_section=n_studs, ) return { @@ -1570,16 +1549,8 @@ def compute_all( results.Qu_kN = stud_cap["Qu_kN"] results.details["stud_capacity"] = stud_cap - # 12. Stud spacing (ULS) - if Vu_kN > 0 and results.xu_mm > 0: - stud_sp = self.compute_stud_spacing( - Vu_kN, results.beff_mm, results.xu_mm, results.Qu_kN - ) - results.stud_spacing_mm = stud_sp["spacing_mm"] - results.VL_N_per_mm = stud_sp["VL_N_per_mm"] - results.details["stud_spacing"] = stud_sp - - # 13. Composite section properties (Cl.604.3) + # 12. Composite section properties (Cl.604.3) — computed before stud spacing so that + # the elastic I_comp can be passed to cl_606_4_1 instead of recomputing it there. comp_props = self.compute_composite_section_props(results.beff_mm) short = comp_props["short_term"] results.I_comp_short_mm4 = short["I_comp_mm4"] @@ -1587,6 +1558,16 @@ def compute_all( results.y_bot_comp_mm = short["y_bot_mm"] results.details["composite_section_props"] = comp_props + # 13. Stud spacing (ULS) — passes pre-computed I_comp to avoid duplicate calculation. + if Vu_kN > 0 and results.xu_mm > 0: + stud_sp = self.compute_stud_spacing( + Vu_kN, results.beff_mm, results.xu_mm, results.Qu_kN, + Ic_mm4=results.I_comp_short_mm4, + ) + results.stud_spacing_mm = stud_sp["spacing_mm"] + results.VL_N_per_mm = stud_sp["VL_N_per_mm"] + results.details["stud_spacing"] = stud_sp + # 13b. Fatigue stud capacity (Cl.606.3.2). stud_fat_cap = self.compute_stud_fatigue_capacity() results.Qr_kN = stud_fat_cap.get("Qr_kN") or 0.0 @@ -1647,10 +1628,21 @@ def compute_all( stud_lim = self.compute_stud_spacing_limits( provided_spacing_mm=provided_stud_spacing_mm ) - results.stud_spacing_max_mm = stud_lim["max_spacing_mm"] - results.stud_spacing_min_mm = stud_lim["min_spacing_mm"] + results.stud_spacing_max_mm = stud_lim["max_spacing_mm"] + results.stud_spacing_min_mm = stud_lim["min_spacing_mm"] results.details["stud_spacing_limits"] = stud_lim + # Resolve provided spacing now that max_spacing is known. + # User-supplied spacing is used as-is. + # If not given, default = min(governing_required, max_spacing): geometry always governs + # when the loading demand allows wider spacing than the code geometric limit. + results.stud_spacing_user_provided = (provided_stud_spacing_mm is not None) + results.stud_spacing_provided_mm = ( + provided_stud_spacing_mm if provided_stud_spacing_mm is not None + else min(results.stud_spacing_governing_mm, results.stud_spacing_max_mm) + if results.stud_spacing_governing_mm > 0 else 0.0 + ) + # 17. Transverse shear check (Cl.606.10). if results.VL_N_per_mm > 0: trans_shear = self.compute_transverse_shear(results.VL_N_per_mm) @@ -1763,36 +1755,44 @@ def run_all_checks(self) -> List[CheckResult]: note=f"λ_LT={c.lambda_LT:.4f}, χ_LT={c.chi_LT:.4f}") # ── CATEGORY 5: Resistance to Longitudinal & Transverse Shear ───────── - # 5a. ULS stud spacing (Cl.606.4.1): SL1 ≤ code geometric max. - if c.stud_spacing_mm > 0.0: - self._add_check(6, "Stud Spacing ULS (SL1)", "Cl.606.4.1", - c.stud_spacing_mm, c.stud_spacing_max_mm, "mm", - note=f"SL1={c.stud_spacing_mm:.0f} ≤ max={c.stud_spacing_max_mm:.0f} mm") - - # 5b. Full shear connection spacing (Cl.606.4.1.1): SL2 ≤ code geometric max. - if c.stud_spacing_full_shear_mm > 0.0: - self._add_check(6, "Stud Spacing Full-Shear (SL2)", "Cl.606.4.1.1", - c.stud_spacing_full_shear_mm, c.stud_spacing_max_mm, "mm", - note=f"SL2={c.stud_spacing_full_shear_mm:.0f} ≤ max={c.stud_spacing_max_mm:.0f} mm") - - # 5c. Fatigue SLS stud spacing (Cl.606.4.2): SR ≤ code geometric max. - if c.stud_spacing_fatigue_mm > 0.0: - self._add_check(6, "Stud Spacing Fatigue (SR)", "Cl.606.4.2", - c.stud_spacing_fatigue_mm, c.stud_spacing_max_mm, "mm", - note=f"SR={c.stud_spacing_fatigue_mm:.0f} ≤ max={c.stud_spacing_max_mm:.0f} mm") - - # 5d. Governing spacing upper limit (Cl.606.9): Sactual ≤ max. - if c.stud_spacing_governing_mm > 0.0: - self._add_check(7, "Stud Spacing Governing ≤ Max", "Cl.606.9", - c.stud_spacing_governing_mm, c.stud_spacing_max_mm, "mm", - note=(f"Sact=min(SL1,SL2,SR)={c.stud_spacing_governing_mm:.0f} mm, " - f"max={c.stud_spacing_max_mm:.0f} mm")) - - # 5e. Governing spacing lower limit (Cl.606.9): Sactual ≥ min (75 mm). - if c.stud_spacing_governing_mm > 0.0: - self._add_check(7, "Stud Spacing Governing ≥ Min", "Cl.606.9", - c.stud_spacing_min_mm, c.stud_spacing_governing_mm, "mm", - note=f"min={c.stud_spacing_min_mm:.0f} ≤ Sact={c.stud_spacing_governing_mm:.0f} mm") + s_prov = c.stud_spacing_provided_mm + s_gov = c.stud_spacing_governing_mm # required governing spacing (min of SL1, SL2, SR) + + if c.stud_spacing_user_provided: + # User gave an actual spacing — verify it against every requirement. + # 5a. Provided ≤ SL1 (ULS). + if c.stud_spacing_mm > 0.0: + self._add_check(6, "Stud Spacing ULS (SL1)", "Cl.606.4.1", + s_prov, c.stud_spacing_mm, "mm", + note=f"Sprov={s_prov:.0f} ≤ SL1={c.stud_spacing_mm:.0f} mm") + # 5b. Provided ≤ SL2 (full shear). + if c.stud_spacing_full_shear_mm > 0.0: + self._add_check(6, "Stud Spacing Full-Shear (SL2)", "Cl.606.4.1.1", + s_prov, c.stud_spacing_full_shear_mm, "mm", + note=f"Sprov={s_prov:.0f} ≤ SL2={c.stud_spacing_full_shear_mm:.0f} mm") + # 5c. Provided ≤ SR (fatigue). + if c.stud_spacing_fatigue_mm > 0.0: + self._add_check(6, "Stud Spacing Fatigue (SR)", "Cl.606.4.2", + s_prov, c.stud_spacing_fatigue_mm, "mm", + note=f"Sprov={s_prov:.0f} ≤ SR={c.stud_spacing_fatigue_mm:.0f} mm") + # 5d. Provided ≤ geometric max (Cl.606.9). + self._add_check(7, "Stud Spacing ≤ Max (Cl.606.9)", "Cl.606.9", + s_prov, c.stud_spacing_max_mm, "mm", + note=f"Sprov={s_prov:.0f} ≤ max={c.stud_spacing_max_mm:.0f} mm") + # 5e. Provided ≥ geometric min (Cl.606.9). + self._add_check(7, "Stud Spacing ≥ Min (Cl.606.9)", "Cl.606.9", + c.stud_spacing_min_mm, s_prov, "mm", + note=f"min={c.stud_spacing_min_mm:.0f} ≤ Sprov={s_prov:.0f} mm") + elif s_gov > 0.0: + # No user spacing — check feasibility only. + # SL1/SL2/SR are upper bounds on spacing; max_spacing is also an upper bound. + # When s_gov > max_spacing, geometry governs and the design is fine (use max_spacing). + # The one meaningful check: the governing effective spacing ≥ min_spacing (75 mm). + s_eff = min(s_gov, c.stud_spacing_max_mm) + self._add_check(7, "Stud Spacing Feasibility (Cl.606.9)", "Cl.606.9", + c.stud_spacing_min_mm, s_eff, "mm", + note=(f"min={c.stud_spacing_min_mm:.0f} ≤ " + f"Seff=min(Sreq,max)={s_eff:.0f} mm")) # 5f. Stud detailing (Cl.606.6): demand=0 (all pass) or 1 (any fail). det = c.details.get("stud_detailing", {}) @@ -2201,49 +2201,20 @@ def _composite_stiffness_ratio(config: BridgeConfig) -> float: should deflect on the stiffer composite section. Dividing bare-steel-model deflections by this ratio gives the physically correct SLS deflection. - Formula per IRC 22:2015 Cl.603.2.1 (effective width) and Cl.604.3 (modular - ratio). Returns a value ≥ 1.0; if the composite section cannot be - computed (e.g. missing slab data) the ratio defaults to 1.0 (conservative). + Uses composite_section_properties() from initial_sizing so the formula lives + in one place. Returns a value ≥ 1.0; defaults to 1.0 (conservative) on error. """ try: - sec = config.section # mm - mat = config.material - slab = config.slab # mm - geo = config.geometry # m (span, beam_spacing) - - # IRC 22:2015 Cl.604.3 — short-term modular ratio (Kc=1.0 for live loads); - # lower bound 7.5 as required by the clause. - n = mat.Es / mat.Ecm - n = max(n, 7.5) - - # Effective width (inner beam, simply supported) — IRC 22:2015 Cl.603.2.1. - Lo_mm = geo.span * 1000.0 - B_mm = geo.beam_spacing * 1000.0 - beff_mm = min(Lo_mm / 4.0, B_mm) - - t_slab = slab.thickness # mm - h_haunch = slab.haunch_depth # mm - - # Transformed concrete area (steel-equivalent). - Ac_trans = beff_mm * t_slab / n # mm² - - # Steel centroid and concrete slab centroid, both measured from bottom of steel. - y_steel = sec.y_cg_from_bot - y_conc = sec.D + h_haunch + t_slab / 2.0 - - # Composite neutral axis from bottom of steel. - A_total = sec.A_steel + Ac_trans - y_comp_na = (sec.A_steel * y_steel + Ac_trans * y_conc) / A_total - - # Composite Iz about the composite NA (all expressed in steel terms). - I_steel_shifted = (sec.Iz_steel - + sec.A_steel * (y_comp_na - y_steel) ** 2) - I_conc_trans = (beff_mm * t_slab ** 3 / (12.0 * n) - + Ac_trans * (y_comp_na - y_conc) ** 2) - I_composite = I_steel_shifted + I_conc_trans - - ratio = I_composite / sec.Iz_steel - return max(ratio, 1.0) + sec, mat, slab, geo = config.section, config.material, config.slab, config.geometry + beff_mm = min(geo.span * 1000.0 / 4.0, geo.beam_spacing * 1000.0) + mod = IRC22_2014.cl_604_3_modular_ratio(Ecm=mat.Ecm, Kc=0.5) + props = composite_section_properties( + beff_mm=beff_mm, ds_mm=slab.thickness, h_haunch_mm=slab.haunch_depth, + A_steel_mm2=sec.A_steel, Iz_steel_mm4=sec.Iz_steel, + y_cg_from_bot_mm=sec.y_cg_from_bot, D_steel_mm=sec.D, + n=mod["m_short_term"], + ) + return max(props["I_comp_mm4"] / sec.Iz_steel, 1.0) except Exception: return 1.0 # conservative fallback: no composite correction applied diff --git a/src/osdagbridge/core/bridge_types/plate_girder/initial_sizing.py b/src/osdagbridge/core/bridge_types/plate_girder/initial_sizing.py index 2cff258ef..ff8b7be13 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/initial_sizing.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/initial_sizing.py @@ -630,6 +630,47 @@ def compute_section_properties( } +def composite_section_properties( + beff_mm: float, + ds_mm: float, + h_haunch_mm: float, + A_steel_mm2: float, + Iz_steel_mm4: float, + y_cg_from_bot_mm: float, + D_steel_mm: float, + n: float, +) -> dict: + """ + Transformed composite section properties for a steel-concrete composite girder. + + Concrete area is converted to equivalent steel area by dividing by n = Es/Ecm. + All dimensions in mm; coordinate origin at bottom of steel section (upward +ve). + + Returns I_comp_mm4, composite NA depths, section moduli, and transformed area. + """ + Ac_trans = beff_mm * ds_mm / n + y_steel = y_cg_from_bot_mm + y_slab = D_steel_mm + h_haunch_mm + ds_mm / 2.0 + A_total = A_steel_mm2 + Ac_trans + y_comp_bot = (A_steel_mm2 * y_steel + Ac_trans * y_slab) / A_total + I_steel = Iz_steel_mm4 + A_steel_mm2 * (y_comp_bot - y_steel) ** 2 + I_conc = beff_mm * ds_mm ** 3 / (12.0 * n) + Ac_trans * (y_comp_bot - y_slab) ** 2 + I_comp = I_steel + I_conc + total_depth = D_steel_mm + h_haunch_mm + ds_mm + y_top = total_depth - y_comp_bot + y_bot = y_comp_bot + return { + "n" : round(n, 3), + "Ac_trans_mm2" : round(Ac_trans, 1), + "y_comp_from_bot_mm" : round(y_comp_bot, 3), + "y_top_mm" : round(y_top, 3), + "y_bot_mm" : round(y_bot, 3), + "I_comp_mm4" : round(I_comp, 0), + "S_top_mm3" : round(I_comp / y_top, 0), + "S_bot_mm3" : round(I_comp / y_bot, 0), + } + + # Legacy function for backward compatibility def preliminary_sizing(dto): """Legacy stub - use BridgeConfigurationSolver instead.""" diff --git a/src/osdagbridge/core/utils/codes/irc22_2015.py b/src/osdagbridge/core/utils/codes/irc22_2015.py index 427b0d2b2..a3d5701c5 100644 --- a/src/osdagbridge/core/utils/codes/irc22_2015.py +++ b/src/osdagbridge/core/utils/codes/irc22_2015.py @@ -1699,22 +1699,17 @@ def cl_606_3_2_stud_connector_fatigue_strength( def cl_606_4_1_longitudinal_shear_and_spacing( V_kN, # Vertical shear at section (kN) beff_mm, # Effective slab width (mm) - xu_mm, # NA depth from top concrete (mm) -> from IRC22 603.3.1 + xu_mm, # elastic composite NA depth from top of slab (mm) t_slab_mm, # slab thickness (mm) - Qu_kN, # stud design capacity (kN) -> from IRC22 606.3.1 - - # Material - Es_MPa=E_STEEL_MPA, # MPa (as per IRC 22 clause 604.3) - Ecm_MPa=None, # MPa secant modulus of concrete (can be taken from IRC22 Table III.1) + Qu_kN, # stud design capacity (kN) -> from IRC22 606.3.1 - # Steel section inputs - As_mm2=0.0, # steel area (mm2) (from software/user) - Is_mm4=0.0, # steel second moment of area (mm4) (from software/user) - ys_mm=None, # CG distance from top of section to steel CG (mm) - D_mm=None, # total depth of girder (mm) - needed only if ys_mm not given + # Material + Es_MPa=E_STEEL_MPA, # MPa (as per IRC 22 clause 604.3) + Ecm_MPa=None, # MPa secant modulus of concrete (IRC22 Table III.1) - Ic_mm4=None, # composite inertia if already known (optional) + Ic_mm4=None, # composite second moment of area (mm4) — required; + # compute via composite_section_properties() in initial_sizing.py studs_per_section=2 ): """ @@ -1723,13 +1718,9 @@ def cl_606_4_1_longitudinal_shear_and_spacing( Longitudinal Shear and Spacing of Shear Connectors (ULS) - Notes / Corrections: - - Ecm is used instead of Ec. (Ecm may be taken from IRC 22 Table III.1) - - xu is obtained from IRC 22 Clause 603.3.1 (neutral axis depth) - - Composite inertia must include steel inertia Is_mm4 (previously missing) - - Qu must come from Clause 606.3.1, not assumed 100 kN - - ys_mm is CG distance steel to top of section; - default assumption: ys = D/2 + t_slab (if ys not given) + Ic_mm4 must be supplied by the caller — use composite_section_properties() + from initial_sizing.py (IRC 22:2015 Cl.604.3). + Qu must come from Clause 606.3.1. """ if Ecm_MPa is None: @@ -1742,12 +1733,6 @@ def cl_606_4_1_longitudinal_shear_and_spacing( V_N = V_kN * 1e3 Qu_N = Qu_kN * 1e3 - # Default ys if not provided - if ys_mm is None: - if D_mm is None: - raise ValueError("Provide either ys_mm OR D_mm (for default ys = D/2 + t_slab)") - ys_mm = (D_mm / 2.0) + t_slab_mm - # Modular ratio (n) n = Es_MPa / Ecm_MPa @@ -1760,15 +1745,12 @@ def cl_606_4_1_longitudinal_shear_and_spacing( # Distance from NA to centroid of concrete compression block Y = xu_mm - (t_eff / 2.0) - # Composite inertia calculation (if not supplied) if Ic_mm4 is None: - # Steel inertia about composite NA - I_steel = Is_mm4 + As_mm2 * (ys_mm - xu_mm) ** 2 - - # Concrete inertia about composite NA (steel-side: divide by n) - I_conc = (beff_mm * (t_eff ** 3) / (12.0 * n)) + Aec * (Y ** 2) - - Ic_mm4 = I_steel + I_conc + raise ValueError( + "Ic_mm4 must be provided. Compute it using " + "composite_section_properties() from initial_sizing.py " + "(IRC 22:2015 Cl.604.3)." + ) # Longitudinal shear per unit length (N/mm) VL_N_per_mm = V_N * (Aec * Y) / Ic_mm4 From 5e50075e2354f4e955bc014d648e58e1f5f1e5c3 Mon Sep 17 00:00:00 2001 From: unknown Date: Fri, 8 May 2026 14:54:17 +0530 Subject: [PATCH 199/225] designer update with stiffener details and checks including code part which will be moved to IS800 later --- .../bridge_types/plate_girder/designer.py | 443 +++++++++++++++++- 1 file changed, 442 insertions(+), 1 deletion(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/designer.py b/src/osdagbridge/core/bridge_types/plate_girder/designer.py index 91e17991b..583da3d12 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/designer.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/designer.py @@ -240,6 +240,29 @@ class FatigueConfig: tfn: float = FATIGUE_SHEAR_STRENGTH_MPA # Cl.605.3 — shear fatigue strength at 5e6 cycles +@dataclass +class StiffenerConfig: + # Stiffener inputs for IRC 24-2010 Cl.509.7 / IS 800:2007 Cl.8.7 checks. + # Set c_mm > 0 to enable intermediate stiffener checks; bs_R_kN > 0 for bearing stiffener checks. + + # ── Intermediate transverse stiffener (Cl.509.7.2 / IS 800 Cl.8.7.2) ───────────── + c_mm: float = 0.0 # panel spacing between adjacent stiffeners (mm) + tq_mm: float = 0.0 # stiffener plate thickness (mm) + H_mm: float = 0.0 # outstanding leg height (mm) + n_sides: int = 1 # 1 = one-sided, 2 = two-sided + Iys_mm4: float = 0.0 # provided MI (mm⁴); 0 = auto-compute from flat-plate formula + V_kN: float = 0.0 # design shear at stiffener location (kN) + Vcr_kN: float = 0.0 # critical shear resistance at that location (kN) + + # ── Bearing stiffener (Cl.509.7.3 / IS 800 Cl.8.7.3) ────────────────────────────── + bs_tq_mm: float = 0.0 # stiffener plate thickness (mm) + bs_H_mm: float = 0.0 # outstanding leg height (mm) + bs_n_plates: int = 2 # number of stiffener plates bearing on flange + bs_R_kN: float = 0.0 # design reaction / concentrated load (kN) + bs_b1_mm: float = 0.0 # stiff bearing length on flange (0 = auto via IS 800 Cl.8.7.1.3) + bs_Iys_mm4: float = 0.0 # provided MI (mm⁴) for bearing stiffener; 0 = auto-compute + + @dataclass class BridgeConfig: # Single aggregate input consumed by DemandExtractor / IRC22CapacityCalculator / DCREngine / Report. @@ -249,6 +272,7 @@ class BridgeConfig: geometry: GeometryConfig studs: ShearStudConfig = field(default_factory=ShearStudConfig) fatigue: FatigueConfig = field(default_factory=FatigueConfig) + stiffener: Optional[StiffenerConfig] = None # None = stiffener checks skipped @classmethod def from_plate_girder_bridge(cls, bridge: Any) -> "BridgeConfig": @@ -761,6 +785,20 @@ class CapacityResults: source: str = "built-in" details: Dict[str, dict] = field(default_factory=dict) + # ── Intermediate stiffener (IRC 24-2010 Cl.509.7.2 / IS 800 Cl.8.7.2) ────────── + is_H_limit_mm: float = 0.0 # Cl.509.7.2.4 — limiting outstanding leg (14tqε / 20tqε) + is_Iys_min_mm4: float = 0.0 # Cl.509.7.2.4 — minimum required MI + is_Iys_prov_mm4: float = 0.0 # Cl.509.7.2.4 — provided MI + is_Fqd_kN: float = 0.0 # Cl.509.7.2.5 — stiffener design buckling resistance + is_Fq_kN: float = 0.0 # Cl.509.7.2.5 — demand = max((V − Vcr)/γm0, 0) + + # ── Bearing stiffener (IRC 24-2010 Cl.509.7.3 / IS 800 Cl.8.7.3) ─────────────── + bs_Fcdw_wb_kN: float = 0.0 # Cl.509.7.3.1 — web bearing zone buckling resistance + bs_Fcdw_lc_kN: float = 0.0 # Cl.509.7.3.2 — local crushing resistance + bs_Fpsd_kN: float = 0.0 # Cl.509.7.3.3 — bearing contact resistance + bs_Fcd_kN: float = 0.0 # Cl.509.7.2.5 — stiffener column buckling resistance + bs_R_kN: float = 0.0 # reaction demand + class IRC22CapacityCalculator: # Clause-by-clause IRC 22:2015 capacity calculator driven by a single BridgeConfig. @@ -1467,6 +1505,245 @@ def compute_transverse_shear(self, VL_N_per_mm: float) -> dict: "source" : "IRC22_2014", } + # ============================================================================== + # STIFFENER CHECKS — IRC 24-2010 Cl.509.7 / IS 800:2007 Cl.8.7 + # TODO: Move these functions to IS800_2007 when ready. + # ============================================================================== + + def compute_intermediate_stiffener(self) -> dict: + """Intermediate transverse stiffener checks per IRC 24-2010 Cl.509.7.2 / IS 800 Cl.8.7.2. + + Always computes geometry-based required dimensions (H_max, tq_req, c_req). + Runs verification checks only when c_mm / tq_mm / H_mm are all provided. + """ + sec, mat = self.sec, self.mat + d = sec.dw + tw = sec.tw + fy = mat.fy + E = mat.Es + gm0 = mat.gamma_m0 + eps = math.sqrt(250.0 / fy) + + # Physical outstand limit — stiffener must fit between web and flange edge (both sides) + H_max = (min(sec.bf_top, sec.bf_bot) - tw) / 2.0 + + # Minimum tq to satisfy the outstanding-leg limit at H_max + tq_req_1sided = H_max / (14.0 * eps) if eps > 0 else 0.0 + tq_req_2sided = H_max / (20.0 * eps) if eps > 0 else 0.0 + + cfg = self.cfg.stiffener + full_check = cfg and cfg.c_mm > 0 and cfg.tq_mm > 0 and cfg.H_mm > 0 + + if not full_check: + # Design guidance: compute required spacing for the minimum viable plate + # Assume one-sided (conservative), tq = tq_req_1sided, H = H_max + tq_des = tq_req_1sided + Iys_des = tq_des * H_max**3 / 3.0 # flat-plate one-sided, about face of web + # Minimum c such that Iys_min(c) ≤ Iys_des (from 1.5·d³·tw³/c² ≤ Iys_des) + c_req = (math.sqrt(1.5 * d**3 * tw**3 / Iys_des) + if Iys_des > 0 else 0.0) + # If c_req/d ≥ √2 the simpler formula 0.75·d·tw³ governs and is always satisfiable + if c_req > 0 and (c_req / d) >= math.sqrt(2.0): + c_req = 0.0 + return { + "design_guidance" : True, + "H_max_mm" : round(H_max, 1), + "tq_req_1sided_mm" : round(tq_req_1sided, 2), + "tq_req_2sided_mm" : round(tq_req_2sided, 2), + "c_req_min_mm" : round(c_req, 1), + "Iys_at_Hmax_mm4" : round(Iys_des, 1), + } + + # ── Full verification ──────────────────────────────────────────────────────── + c = cfg.c_mm + tq = cfg.tq_mm + H = cfg.H_mm + n_sides = cfg.n_sides + + # Cl.509.7.2.4 — outstanding leg limit + H_limit = (14.0 if n_sides == 1 else 20.0) * tq * eps + # Minimum tq needed for the provided H to satisfy the leg limit + tq_req_provided = H / ((14.0 if n_sides == 1 else 20.0) * eps) + + # Cl.509.7.2.4 — minimum MI + if (c / d) < math.sqrt(2.0): + Iys_min = 1.5 * d**3 * tw**3 / c**2 + iys_formula = "1.5·d³·tw³/c²" + else: + Iys_min = 0.75 * d * tw**3 + iys_formula = "0.75·d·tw³" + + # Provided MI — auto-compute from flat-plate formula when not explicitly given + if cfg.Iys_mm4 > 0: + Iys_prov = cfg.Iys_mm4 + elif n_sides == 1: + Iys_prov = tq * H**3 / 3.0 + else: + Iys_prov = 2.0 * (tq * H**3 / 12.0 + tq * H * (tw / 2.0 + H / 2.0)**2) + + # Cl.509.7.2.5 — buckling check + h_w_strip = min(20.0 * tw, c / 2.0) + Aeff = n_sides * H * tq + n_sides * h_w_strip * tw + Astiff = n_sides * H * tq + + rys = math.sqrt(Iys_prov / Aeff) if Aeff > 0 else 0.0 + KL = 0.7 * d + KL_r = KL / rys if rys > 0 else 1e9 + + fcd = IS800_2007.cl_7_1_2_1_design_compressisive_stress_plategirder(fy, gm0, KL_r, E) + Fqd_kN = fcd * Astiff / 1000.0 + Fq_kN = max((cfg.V_kN - cfg.Vcr_kN) / gm0, 0.0) + + return { + "design_guidance" : False, + "H_max_mm" : round(H_max, 1), + "tq_req_1sided_mm" : round(tq_req_1sided, 2), + "tq_req_2sided_mm" : round(tq_req_2sided, 2), + "H_mm" : H, + "H_limit_mm" : round(H_limit, 3), + "H_limit_type" : f"{'14' if n_sides == 1 else '20'}·tq·ε", + "tq_req_provided_mm" : round(tq_req_provided, 2), + "Iys_prov_mm4" : round(Iys_prov, 3), + "Iys_min_mm4" : round(Iys_min, 3), + "iys_formula" : iys_formula, + "h_w_strip_mm" : round(h_w_strip, 3), + "Aeff_mm2" : round(Aeff, 3), + "Astiff_mm2" : round(Astiff, 3), + "rys_mm" : round(rys, 3), + "KL_mm" : round(KL, 3), + "KL_r" : round(KL_r, 3), + "alpha" : 0.49, + "fcd_MPa" : round(fcd, 3), + "Fqd_kN" : round(Fqd_kN, 3), + "Fq_kN" : round(Fq_kN, 3), + } + + def compute_bearing_stiffener(self) -> dict: + """Bearing stiffener checks per IRC 24-2010 Cl.509.7.3 / IS 800 Cl.8.7.3. + + Requires bs_R_kN > 0 (reaction known). + Runs full verification when bs_tq_mm and bs_H_mm are also provided; + otherwise returns design guidance (required tq) for the given R. + """ + cfg = self.cfg.stiffener + if not cfg or cfg.bs_R_kN <= 0: + return {"skipped": True} + + sec, mat = self.sec, self.mat + d = sec.dw + tw = sec.tw + fy = mat.fy + E = mat.Es + gm0 = mat.gamma_m0 + eps = math.sqrt(250.0 / fy) + + R = cfg.bs_R_kN + n_plates = cfg.bs_n_plates or 2 + + # Physical outstand limit (same formula as intermediate stiffener) + H_max = (min(sec.bf_top, sec.bf_bot) - tw) / 2.0 + + full_check = cfg.bs_tq_mm > 0 and cfg.bs_H_mm > 0 + + if not full_check: + # Design guidance: minimum tq from bearing contact check at H_max + fcd_y = fy / gm0 + tq_req_bearing = (R * 1000.0 / (fcd_y * n_plates * H_max) + if H_max > 0 and fcd_y > 0 else 0.0) + # Minimum tq for outstanding leg at H_max (one-sided limit, conservative) + tq_req_leg = H_max / (14.0 * eps) if eps > 0 else 0.0 + tq_req = max(tq_req_bearing, tq_req_leg) + return { + "design_guidance" : True, + "H_max_mm" : round(H_max, 1), + "tq_req_bearing_mm" : round(tq_req_bearing, 2), + "tq_req_leg_mm" : round(tq_req_leg, 2), + "tq_req_mm" : round(tq_req, 2), + "n_plates" : n_plates, + "R_kN" : R, + } + + # ── Full verification ──────────────────────────────────────────────────────── + tq = cfg.bs_tq_mm + H = cfg.bs_H_mm + + # b1: stiff bearing length — user-provided or auto from IS 800 Cl.8.7.1.3 + if cfg.bs_b1_mm > 0: + b1 = cfg.bs_b1_mm + else: + b1 = IS800_2007.cl_8_7_1_3_stiff_bearing_length(R, tw, sec.tf_top, 0.0, fy) + + # Bearing stiffener MI — auto-compute (two-sided flat plates about CL of web) if not given + if cfg.bs_Iys_mm4 > 0: + Iys = cfg.bs_Iys_mm4 + else: + Iys = 2.0 * (tq * H**3 / 12.0 + tq * H * (tw / 2.0 + H / 2.0)**2) + + KL = 0.7 * d + + # Cl.509.7.3.1 / IS 800 8.7.3.1 — Web buckling check + # Checks if the unstiffened web bearing zone can carry R (Euler stress, no imperfection reduction). + n1 = d / 2.0 + A_wb = (b1 + n1) * tw + rys_wb = math.sqrt(Iys / A_wb) if A_wb > 0 else 0.0 + KL_r_wb = KL / rys_wb if rys_wb > 0 else 1e9 + fcc_wb = (math.pi**2 * E) / KL_r_wb**2 + Fcdw_wb_kN = fcc_wb * A_wb / 1000.0 + + # Cl.509.7.3.2 / IS 800 8.7.3.2 — Local crushing check + n2 = 2.5 * sec.tf_top + A_lc = (b1 + n2) * tw + fcd_y = fy / gm0 + Fcdw_lc_kN = fcd_y * A_lc / 1000.0 + + # Cl.509.7.3.3 / IS 800 8.7.3.3 — Bearing contact check + Aq = n_plates * H * tq + Fpsd_kN = fcd_y * Aq / 1000.0 + # Minimum tq required for the bearing check to pass + tq_req_bearing = (R * 1000.0 / (fcd_y * n_plates * H) if H > 0 and fcd_y > 0 else 0.0) + + # Cl.509.7.1.5 / 509.7.2.5 — Stiffener column buckling check + h_w_strip = 20.0 * tw + Aeff_bs = 2 * H * tq + 2 * h_w_strip * tw + rys_bs = math.sqrt(Iys / Aeff_bs) if Aeff_bs > 0 else 0.0 + KL_r_bs = KL / rys_bs if rys_bs > 0 else 1e9 + + fcd_bs = IS800_2007.cl_7_1_2_1_design_compressisive_stress_plategirder(fy, gm0, KL_r_bs, E) + Fcd_kN = fcd_bs * Aeff_bs / 1000.0 + + # Outstanding leg limit for the provided plate + H_limit_bs = 14.0 * tq * eps # one-sided (conservative); bearing stiffeners are two-sided + tq_req_leg = H / (14.0 * eps) if eps > 0 else 0.0 + + return { + "design_guidance" : False, + "H_max_mm" : round(H_max, 1), + "tq_req_bearing_mm" : round(tq_req_bearing, 2), + "tq_req_leg_mm" : round(tq_req_leg, 2), + "b1_mm" : round(b1, 3), + "n1_mm" : round(n1, 3), + "A_wb_mm2" : round(A_wb, 3), + "rys_wb_mm" : round(rys_wb, 3), + "KL_mm" : round(KL, 3), + "fcc_wb_MPa" : round(fcc_wb, 3), + "Fcdw_wb_kN" : round(Fcdw_wb_kN, 3), + "n2_mm" : round(n2, 3), + "A_lc_mm2" : round(A_lc, 3), + "fcd_y_MPa" : round(fcd_y, 3), + "Fcdw_lc_kN" : round(Fcdw_lc_kN, 3), + "n_plates" : n_plates, + "Aq_mm2" : round(Aq, 3), + "Fpsd_kN" : round(Fpsd_kN, 3), + "h_w_strip_mm" : round(h_w_strip, 3), + "Aeff_bs_mm2" : round(Aeff_bs, 3), + "rys_bs_mm" : round(rys_bs, 3), + "KL_r_bs" : round(KL_r_bs, 3), + "fcd_bs_MPa" : round(fcd_bs, 3), + "H_limit_bs_mm" : round(H_limit_bs, 3), + "Fcd_kN" : round(Fcd_kN, 3), + "R_kN" : R, + } + # Orchestrator — runs every IRC 22:2015 clause computation into one CapacityResults. def compute_all( self, @@ -1651,6 +1928,30 @@ def compute_all( results.Ast_provided_cm2_per_m = trans_shear["Ast_provided_cm2_per_m"] results.details["transverse_shear"] = trans_shear + # 18. Intermediate stiffener checks (IRC 24-2010 Cl.509.7.2 / IS 800 Cl.8.7.2). + # Opt-in by setting cfg.stiffener to any StiffenerConfig. Runs guidance when c/tq/H not given. + if self.cfg.stiffener is not None: + is_res = self.compute_intermediate_stiffener() + results.details["intermediate_stiffener"] = is_res + if not is_res.get("skipped") and not is_res.get("design_guidance"): + results.is_H_limit_mm = is_res["H_limit_mm"] + results.is_Iys_min_mm4 = is_res["Iys_min_mm4"] + results.is_Iys_prov_mm4 = is_res["Iys_prov_mm4"] + results.is_Fqd_kN = is_res["Fqd_kN"] + results.is_Fq_kN = is_res["Fq_kN"] + + # 19. Bearing stiffener checks (IRC 24-2010 Cl.509.7.3 / IS 800 Cl.8.7.3). + # Requires bs_R_kN > 0. Runs guidance when tq/H not given. + if self.cfg.stiffener is not None and self.cfg.stiffener.bs_R_kN > 0: + bs_res = self.compute_bearing_stiffener() + results.details["bearing_stiffener"] = bs_res + if not bs_res.get("skipped") and not bs_res.get("design_guidance"): + results.bs_Fcdw_wb_kN = bs_res["Fcdw_wb_kN"] + results.bs_Fcdw_lc_kN = bs_res["Fcdw_lc_kN"] + results.bs_Fpsd_kN = bs_res["Fpsd_kN"] + results.bs_Fcd_kN = bs_res["Fcd_kN"] + results.bs_R_kN = bs_res["R_kN"] + return results @@ -1852,7 +2153,7 @@ def run_all_checks(self) -> List[CheckResult]: # ── CATEGORY 5 (cont.): Transverse Shear (Cl.606.10) ts = c.details.get("transverse_shear", {}) - if ts: + if ts: self._add_check(16, "Transverse Shear (VL vs Vcap)", "Cl.606.10", ts["VL_N_per_mm"], ts["governing_capacity_kN_per_m"], "kN/m", note=f"L={ts['L_shear_plane_mm']:.0f} mm") @@ -1862,6 +2163,74 @@ def run_all_checks(self) -> List[CheckResult]: note=(f"Ast_req={c.Ast_required_cm2_per_m:.3f}, " f"Ast_prov={c.Ast_provided_cm2_per_m:.3f} cm²/m")) + # ── IRC 24-2010 STIFFENER CHECKS (Cl.509.7 / IS 800 Cl.8.7) ───────────────── + # Intermediate transverse stiffener + is_det = c.details.get("intermediate_stiffener", {}) + if is_det and not is_det.get("skipped"): + if is_det.get("design_guidance"): + # No dimensions provided — report required values as a single guidance row + _note = (f"H_max={(is_det['H_max_mm']):.0f} mm = (bf_min−tw)/2; " + f"tq_req(1-sided)≥{is_det['tq_req_1sided_mm']:.1f} mm, " + f"tq_req(2-sided)≥{is_det['tq_req_2sided_mm']:.1f} mm") + if is_det["c_req_min_mm"] > 0: + _note += f"; c_req≥{is_det['c_req_min_mm']:.0f} mm (from Iys check)" + self._add_check(20, "Int.Stiff: Sizing Required", "Cl.509.7.2.4", + 0.0, 1.0, "–", note=_note) + else: + # Full verification — three separate checks + # Cl.509.7.2.4 — outstanding leg: H ≤ H_limit + self._add_check(20, "Int.Stiff: Leg ≤ H_limit", "Cl.509.7.2.4", + is_det["H_mm"], is_det["H_limit_mm"], "mm", + note=(f"{is_det['H_limit_type']}; " + f"H_max={is_det['H_max_mm']:.0f} mm; " + f"tq_req≥{is_det['tq_req_provided_mm']:.1f} mm")) + # Cl.509.7.2.4 — MI: Iys_prov ≥ Iys_min + self._add_check(20, "Int.Stiff: Iys ≥ Iys_min", "Cl.509.7.2.4", + is_det["Iys_min_mm4"], is_det["Iys_prov_mm4"], "mm⁴", + note=f"min={is_det['iys_formula']}") + # Cl.509.7.2.5 — buckling (only when shear demand is positive) + if is_det["Fq_kN"] > 0: + self._add_check(20, "Int.Stiff: Buckling Fqd≥Fq", "Cl.509.7.2.5", + is_det["Fq_kN"], is_det["Fqd_kN"], "kN", + note=(f"fcd={is_det['fcd_MPa']:.2f} MPa, α=0.49, " + f"KL/r={is_det['KL_r']:.2f}")) + + # Bearing stiffener + bs_det = c.details.get("bearing_stiffener", {}) + if bs_det and not bs_det.get("skipped"): + R = bs_det["R_kN"] + if bs_det.get("design_guidance"): + # No dimensions provided — report required tq as a single guidance row + self._add_check(21, "Brg.Stiff: Sizing Required", "Cl.509.7.3.3", + 0.0, 1.0, "–", + note=(f"R={R:.1f} kN; H_max={bs_det['H_max_mm']:.0f} mm; " + f"tq_req(bearing)≥{bs_det['tq_req_bearing_mm']:.1f} mm, " + f"tq_req(leg)≥{bs_det['tq_req_leg_mm']:.1f} mm " + f"(n_plates={bs_det['n_plates']})")) + else: + # Full verification — four separate checks + # Cl.509.7.3.1 — web buckling (PASS = stiffener not needed; FAIL = stiffener needed) + self._add_check(21, "Brg.Stiff: Web Buckling", "Cl.509.7.3.1", + R, bs_det["Fcdw_wb_kN"], "kN", + note=(f"fcc={bs_det['fcc_wb_MPa']:.2f} MPa, " + f"A=(b1+n1)·tw={bs_det['A_wb_mm2']:.0f} mm²")) + # Cl.509.7.3.2 — local crushing + self._add_check(21, "Brg.Stiff: Local Crushing", "Cl.509.7.3.2", + R, bs_det["Fcdw_lc_kN"], "kN", + note=(f"fcd={bs_det['fcd_y_MPa']:.2f} MPa, " + f"A=(b1+n2)·tw={bs_det['A_lc_mm2']:.0f} mm²")) + # Cl.509.7.3.3 — bearing contact + self._add_check(21, "Brg.Stiff: Bearing Contact", "Cl.509.7.3.3", + R, bs_det["Fpsd_kN"], "kN", + note=(f"fyd={bs_det['fcd_y_MPa']:.2f} MPa, " + f"Aq={bs_det['Aq_mm2']:.0f} mm², " + f"tq_req≥{bs_det['tq_req_bearing_mm']:.1f} mm")) + # Cl.509.7.2.5 — stiffener column buckling + self._add_check(21, "Brg.Stiff: Column Buckling", "Cl.509.7.2.5", + R, bs_det["Fcd_kN"], "kN", + note=(f"fcd={bs_det['fcd_bs_MPa']:.2f} MPa, α=0.49, " + f"KL/r={bs_det['KL_r_bs']:.2f}")) + return self.checks def overall_status(self) -> str: @@ -2347,6 +2716,9 @@ def run_design_check( config = BridgeConfig.from_plate_girder_bridge(plate_girder_bridge) elif config is None: config = BridgeConfig.example_33m_bridge() + # Always run stiffener guidance even when no stiffener details are provided. + if config.stiffener is None: + config.stiffener = StiffenerConfig() print(f" Config: {config.summary()}") # -- Step 2: Demand from Analyser -- @@ -2364,6 +2736,11 @@ def run_design_check( print(f" shear_range = {demand.shear_range_MPa:.3f} MPa") print(f" Source: {demand.source}") + # For a simply-supported beam, max shear = end reaction → use as bearing stiffener load. + # Only set when the caller hasn't already supplied a reaction. + if config.stiffener.bs_R_kN <= 0.0 and demand.Vu_kN > 0.0: + config.stiffener.bs_R_kN = demand.Vu_kN + # -- Step 3: IRC 22 Capacity -- print("\n[Step 3/5] Computing IRC 22:2015 capacities ...") calculator = IRC22CapacityCalculator(config) @@ -2379,6 +2756,70 @@ def run_design_check( print(f" Mb = {capacity.Mb_kNm:,.2f} kNm (Cl.603.3.3.1)") print(f" Qu = {capacity.Qu_kN:.3f} kN/stud (Cl.606.3.1)") + # -- Stiffener detail printout -- + is_det = capacity.details.get("intermediate_stiffener", {}) + if is_det and not is_det.get("skipped"): + print("\n [Stiffener] Intermediate transverse (Cl.509.7.2 / IS 800 Cl.8.7.2)") + print(f" H_max (physical fit) = {is_det['H_max_mm']:.1f} mm") + print(f" tq_req (1-sided) >= {is_det['tq_req_1sided_mm']:.2f} mm") + print(f" tq_req (2-sided) >= {is_det['tq_req_2sided_mm']:.2f} mm") + if is_det.get("design_guidance"): + c_req = is_det.get("c_req_min_mm", 0.0) + if c_req > 0: + print(f" c_req (min spacing) >= {c_req:.0f} mm (from Iys check)") + else: + print(f" c_req: simple formula (0.75·d·tw³) governs — any spacing OK") + print(f" --> No dimensions provided; use above as sizing guide.") + else: + _pass = lambda d, c: "PASS" if c >= d else "FAIL" + print(f" H provided = {is_det['H_mm']:.1f} mm " + f"[limit {is_det['H_limit_mm']:.2f} mm = {is_det['H_limit_type']}] " + f"{_pass(is_det['H_mm'], is_det['H_limit_mm'])}") + print(f" tq_req for H provided >= {is_det['tq_req_provided_mm']:.2f} mm") + print(f" Iys_prov = {is_det['Iys_prov_mm4']:.0f} mm⁴ " + f"[min {is_det['Iys_min_mm4']:.0f} mm⁴ = {is_det['iys_formula']}] " + f"{_pass(is_det['Iys_min_mm4'], is_det['Iys_prov_mm4'])}") + print(f" Aeff = {is_det['Aeff_mm2']:.0f} mm² " + f"(Astiff={is_det['Astiff_mm2']:.0f} mm² " + f"rys={is_det['rys_mm']:.2f} mm KL/r={is_det['KL_r']:.2f})") + print(f" fcd = {is_det['fcd_MPa']:.2f} MPa (α=0.49) " + f"Fqd={is_det['Fqd_kN']:.2f} kN Fq={is_det['Fq_kN']:.2f} kN " + f"{_pass(is_det['Fq_kN'], is_det['Fqd_kN'])}") + + bs_det = capacity.details.get("bearing_stiffener", {}) + if bs_det and not bs_det.get("skipped"): + print("\n [Stiffener] Bearing stiffener (Cl.509.7.3 / IS 800 Cl.8.7.3)") + print(f" Reaction R = {bs_det['R_kN']:.2f} kN") + print(f" H_max (physical fit) = {bs_det['H_max_mm']:.1f} mm") + print(f" n_plates = {bs_det['n_plates']}") + if bs_det.get("design_guidance"): + print(f" tq_req (bearing) >= {bs_det['tq_req_bearing_mm']:.2f} mm") + print(f" tq_req (leg limit) >= {bs_det['tq_req_leg_mm']:.2f} mm") + print(f" tq_req (governing) >= {bs_det['tq_req_mm']:.2f} mm") + print(f" --> No plate dimensions provided; use above as sizing guide.") + else: + _pass = lambda d, c: "PASS" if c >= d else "FAIL" + print(f" b1 (stiff bearing len) = {bs_det['b1_mm']:.1f} mm") + print(f" Cl.509.7.3.1 Web Buckling: " + f"Fcdw_wb={bs_det['Fcdw_wb_kN']:.2f} kN " + f"(fcc={bs_det['fcc_wb_MPa']:.2f} MPa A_wb={bs_det['A_wb_mm2']:.0f} mm²) " + f"{_pass(bs_det['R_kN'], bs_det['Fcdw_wb_kN'])}") + print(f" Cl.509.7.3.2 Local Crushing: " + f"Fcdw_lc={bs_det['Fcdw_lc_kN']:.2f} kN " + f"(fcd_y={bs_det['fcd_y_MPa']:.2f} MPa A_lc={bs_det['A_lc_mm2']:.0f} mm²) " + f"{_pass(bs_det['R_kN'], bs_det['Fcdw_lc_kN'])}") + print(f" Cl.509.7.3.3 Bearing Contact: " + f"Fpsd={bs_det['Fpsd_kN']:.2f} kN " + f"(Aq={bs_det['Aq_mm2']:.0f} mm² tq_req>={bs_det['tq_req_bearing_mm']:.2f} mm) " + f"{_pass(bs_det['R_kN'], bs_det['Fpsd_kN'])}") + print(f" Cl.509.7.2.5 Column Buckling: " + f"Fcd={bs_det['Fcd_kN']:.2f} kN " + f"(fcd={bs_det['fcd_bs_MPa']:.2f} MPa KL/r={bs_det['KL_r_bs']:.2f} " + f"Aeff={bs_det['Aeff_bs_mm2']:.0f} mm²) " + f"{_pass(bs_det['R_kN'], bs_det['Fcd_kN'])}") + print(f" H_limit (leg) = {bs_det['H_limit_bs_mm']:.2f} mm " + f"tq_req (leg)>={bs_det['tq_req_leg_mm']:.2f} mm") + # -- Step 4: DCR Engine -- print("\n[Step 4/5] Running DCR checks ...") engine = DCREngine(demand, capacity) From 16366362a2d4e63e4ef408674a733c0e2aed631e Mon Sep 17 00:00:00 2001 From: unknown Date: Fri, 8 May 2026 18:04:35 +0530 Subject: [PATCH 200/225] cross bracing force evaluator. need to be linked to analysis results, main file, and Osdag --- .../plate_girder/crossbracingforces.py | 806 ++++++++++++++++++ 1 file changed, 806 insertions(+) create mode 100644 src/osdagbridge/core/bridge_types/plate_girder/crossbracingforces.py diff --git a/src/osdagbridge/core/bridge_types/plate_girder/crossbracingforces.py b/src/osdagbridge/core/bridge_types/plate_girder/crossbracingforces.py new file mode 100644 index 000000000..dbe16082d --- /dev/null +++ b/src/osdagbridge/core/bridge_types/plate_girder/crossbracingforces.py @@ -0,0 +1,806 @@ +""" +CrossBracingForces +------------------ +Resolves grillage analysis forces into design axial forces for the +diagonals and chords of intermediate cross bracing between adjacent +plate girders. + +Supported brace types +--------------------- + X-type Two full diagonals crossing the full width × height panel. + K-type Two diagonals from the TOP FLANGE of each girder converging + at the CENTRE of the bottom chord (chevron / inverted-V). + The top chord is optional. + +Step-wise process +----------------- + Step 1 Identify brace configuration. + Brace type (X / K), top/bottom chord presence, and panel + spacing are read from PlateGirderBridge.additional_inputs. + + Step 2 Compute brace geometry. + Girder depth D, spacing s, and span L come from + PlateGirderBridge (section_props, sizing_result, + grillage_geometry). Diagonal angle and length follow. + + Step 3 Call forces from analysis results. + Vz (horizontal transverse shear) and Mx (torsion) at each + cross-bracing station are read from PlateGirderAnalysisResults. + Internal station-to-node mapping locates the right element; + once analysis_results.py exposes a direct station-query API, + that internal lookup can be replaced transparently. + + Step 4 Resolve member forces. + Panel shear F_T and torsion Mx are converted to diagonal + and chord axial forces using the portal-method analogy. + + Step 5 Tabulate and envelope for design. + Forces are assembled into a full DataFrame and enveloped + per girder pair; get_design_forces_dict() packages the + result for the cross-bracing design module. + +Geometry reference +------------------ +X-type (elevation of the transverse plane between two girders) + + G_i ──── top chord ──── G_(i+1) y = h (top flange level) + │ │ + \\ / + \\ D2 / + \\ / + D1 ──────── X ──────── (diagonals cross at mid-panel) + / \\ + / D3 \\ + / \\ + │ │ + G_i ─── bottom chord ──── G_(i+1) y = 0 (bottom flange level) + |<──────── s ─────────>| + + alpha_X = atan(h / s) + L_d_X = sqrt(s² + h²) + +K-type (inverted-V / chevron) + + G_i ──── top chord ──── G_(i+1) y = h (optional top chord) + │ │ + \\ / + \\ / + \\ / + \\ / alpha_K = atan(h / (s/2)) + \\ / L_d_K = sqrt((s/2)² + h²) + ──── ─── *─── ──── centre node (z = s/2) + │ s/2 s/2 │ + G_i ─── bottom chord ──── G_(i+1) y = 0 + +Force resolution +---------------- +Both types use the PORTAL-METHOD ANALOGY (story-shear approach), which +is standard for braced-frame design: + + Panel shear F_T acts horizontally (from Vz at both brace-node girders) + + F_diag = |F_T| / (2 · sin α) per diagonal (from shear) + F_chord_shear = |F_T| / (2 · tan α) chord from shear + + where α is the diagonal angle from horizontal (alpha_X or alpha_K). + + Torsion Mx in the girders creates a force couple at the chord level: + + F_couple = (|Mx_L| + |Mx_R|) / h + F_chord_torsion = F_couple / 2 (top/bottom chord each carry half) + F_diag_torsion = F_couple / (2 · sin α) (diagonal from torsion) + + Design forces: + F_chord_total = F_chord_shear + F_chord_torsion + F_diag_total = F_diag + F_diag_torsion + + For K-type, alpha_K = atan(h / (s/2)) is steeper than alpha_X, + resulting in larger diagonal forces for the same F_T. If the top + chord is absent, F_chord_shear is zero (no top chord to carry it) + and only the torsion term contributes to chord design. + +Usage +----- + pgb = PlateGirderBridge() + pgb.set_input(input_dict) + pgb.design() + + results = pgb.get_result_handler() + cb = CrossBracingForces(bridge=pgb, results=results) + + df = cb.compute_panel_forces() # full table + crit = cb.get_critical_forces() # envelope per pair + d = cb.get_design_forces_dict() # for design module + cb.print_critical_forces() +""" + +from __future__ import annotations + +import math +from typing import Optional + +import pandas as pd + +from osdagbridge.core.utils.common import ( + DEFAULT_CROSS_BRACING_SPACING, + KEY_CROSS_BRACING_SPACING, + KEY_CROSS_BRACING_TYPE, +) + +# --------------------------------------------------------------------------- +# Constants +# --------------------------------------------------------------------------- + +BRACE_X = "X" # X-type cross bracing +BRACE_K = "K" # K-type (inverted-V / chevron) cross bracing + +# Keys used to look up chord configuration from additional_inputs +_KEY_TOP_CHORD = "Cross Bracing Top Chord" +_KEY_BOTTOM_CHORD = "Cross Bracing Bottom Chord" + + +# =========================================================================== +class CrossBracingForces: + """ + Step-wise force analysis for X-type or K-type cross bracing. + + Parameters + ---------- + bridge : PlateGirderBridge + Fully solved bridge (design() already called). + results : PlateGirderAnalysisResults + Analysis handler from bridge.get_result_handler(). + brace_type : str or None + 'X' or 'K'. If None, read from bridge.additional_inputs + [KEY_CROSS_BRACING_TYPE]; default 'X'. + top_chord : bool or None + True if a top chord connects the two girders at the top flange. + None → read from additional_inputs. Default True. + bottom_chord : bool or None + True if a bottom chord connects the two girders at the bottom + flange. None → read from additional_inputs. Default True. + cb_spacing : float or None + Cross-bracing panel spacing (m). None → read from inputs. + depth_ratio : float + Brace clear height = D × depth_ratio. Default 0.85. + include_edge_beams : bool + Include EB1/EB2 edge beams in pair scanning. Default False. + """ + + def __init__( + self, + bridge, + results, + brace_type: Optional[str] = None, + top_chord: Optional[bool] = None, + bottom_chord: Optional[bool] = None, + cb_spacing: Optional[float] = None, + depth_ratio: float = 0.85, + include_edge_beams: bool = False, + ): + self.bridge = bridge + self.results = results + self.depth_ratio = depth_ratio + self.include_edge_beams = include_edge_beams + + # Step 1: brace type, chord presence, panel spacing (from bridge) + self._identify_configuration(brace_type, top_chord, bottom_chord) + + # Step 2: diagonal geometry from bridge section/sizing data + self._init_geometry(cb_spacing) + + # Propagate deck overhang so build_girders() names edge beams correctly + sizing = getattr(bridge, "sizing_result", None) + if sizing is not None: + overhang = float(getattr(sizing, "deck_overhang", 0.0) or 0.0) + if overhang > 0 and getattr(results, "edge_dist", 0) == 0: + results.edge_dist = overhang + + # ======================================================================= + # STEP 1 — IDENTIFY BRACE CONFIGURATION + # ======================================================================= + + def _identify_configuration( + self, + brace_type: Optional[str], + top_chord: Optional[bool], + bottom_chord: Optional[bool], + ) -> None: + """ + Determine brace type (X or K) and which chords are present. + + Priority: argument > additional_inputs > default. + """ + ai = getattr(self.bridge, "additional_inputs", {}) + + # --- Brace type --- + if brace_type is not None: + raw = str(brace_type).strip().upper() + else: + raw = str(ai.get(KEY_CROSS_BRACING_TYPE, BRACE_X)).strip().upper() + + if raw not in (BRACE_X, BRACE_K): + raise ValueError( + f"Unsupported brace_type '{raw}'. Choose 'X' or 'K'." + ) + self.brace_type: str = raw + + # --- Top chord --- + if top_chord is not None: + self.top_chord = bool(top_chord) + else: + val = ai.get(_KEY_TOP_CHORD, "Yes") + self.top_chord = str(val).strip().lower() not in ("no", "false", "0") + + # --- Bottom chord --- + if bottom_chord is not None: + self.bottom_chord = bool(bottom_chord) + else: + val = ai.get(_KEY_BOTTOM_CHORD, "Yes") + self.bottom_chord = str(val).strip().lower() not in ("no", "false", "0") + + # ======================================================================= + # STEP 2 — BRACE GEOMETRY + # ======================================================================= + + def _init_geometry(self, cb_spacing: Optional[float]) -> None: + """ + Compute brace geometry from the solved bridge. + + Common quantities (both types) + ─────────────────────────────── + h clear brace height = D × depth_ratio (m) + s girder spacing (m) + L bridge span (m) + + X-type specific + ─────────────── + alpha_X = atan(h / s) angle of full diagonal from horizontal + L_d_X = sqrt(s² + h²) full diagonal length + + K-type specific + ─────────────── + alpha_K = atan(h / (s/2)) angle of half-diagonal from horizontal + L_d_K = sqrt((s/2)² + h²) half-diagonal length + """ + sizing = getattr(self.bridge, "sizing_result", None) + geom = getattr(self.bridge, "grillage_geometry", None) + + if sizing is None or geom is None: + raise RuntimeError( + "CrossBracingForces requires bridge.design() to have been called first." + ) + + # --- Panel spacing --- + if cb_spacing is not None: + self.cb_spacing = float(cb_spacing) + else: + ai = getattr(self.bridge, "additional_inputs", {}) + self.cb_spacing = float( + ai.get(KEY_CROSS_BRACING_SPACING, DEFAULT_CROSS_BRACING_SPACING) + ) + + # --- Girder section dimensions (metres) --- + sp = self.bridge.section_props + self.D = float(sp["D"]) + self.tf_top = float(sp.get("t_f_top", 0.0)) + self.tf_bot = float(sp.get("t_f_bot", self.tf_top)) + + # --- Common geometry --- + self.h = self.D * self.depth_ratio # brace clear height (m) + self.s = float(sizing.girder_spacing) # girder spacing (m) + self.L = float(geom.L) # bridge span (m) + + # --- Type-specific diagonal geometry --- + if self.brace_type == BRACE_X: + self.horiz_proj = self.s # horizontal projection of diagonal + else: # K-type: diagonals go to centre of bottom chord + self.horiz_proj = self.s / 2.0 + + self.L_d = math.sqrt(self.horiz_proj ** 2 + self.h ** 2) + self.alpha_rad = math.atan2(self.h, self.horiz_proj) + self.sin_alpha = math.sin(self.alpha_rad) + self.cos_alpha = math.cos(self.alpha_rad) + self.tan_alpha = math.tan(self.alpha_rad) + + # ----------------------------------------------------------------------- + # Private helper — station-to-node mapping + # Locates the nearest grillage node (and its element) for each + # cross-bracing x-position along every girder. This detail is + # internal to Step 3; when analysis_results.py gains a direct + # station-query API it can be replaced without changing the interface. + # ----------------------------------------------------------------------- + + def _build_station_map(self) -> tuple[dict, dict]: + """ + Map each cross-bracing x-station to the nearest grillage node on + every girder, plus the element ID and which end of that element. + + Returns + ------- + station_map : dict + { station_x (rounded m) -> + { girder_name -> + { node, element, is_i_node, actual_x } } } + girder_map : dict + Raw girder map from results.build_girders(). + """ + nodes, _, _ = self.results.build_grillage_connectivity() + girder_map, _ = self.results.build_girders(verbose=False) + + # Station x-positions: 0, Δ, 2Δ, …, L + n_int = max(1, round(self.L / self.cb_spacing)) + raw_xs = [i * self.cb_spacing for i in range(n_int + 1)] + xs = sorted({round(min(x, self.L), 6) for x in raw_xs}) + if not xs or xs[-1] < self.L - 1e-6: + xs.append(round(self.L, 6)) + xs = sorted(set(xs)) + + station_map: dict = {} + for sx in xs: + key = round(sx, 3) + station_map[key] = {} + + for g_name, g_data in girder_map.items(): + path = g_data["path"] # ordered node IDs + element_map = g_data["element_map"] # list of (eid, n1, n2) + + # Nearest node to this station x + best = min(path, key=lambda nid: abs(nodes[nid][0] - sx)) + + # Find the element and which end this node is + # Prefer the element where the node is the i-node (start) + # so we read forces at the beginning of the forward span + eid, is_i = None, True + for e, n1, n2 in element_map: + if n1 == best: + eid, is_i = e, True + break + if n2 == best: + eid, is_i = e, False + break + + if eid is not None: + station_map[key][g_name] = { + "node": best, + "element": eid, + "is_i_node": is_i, + "actual_x": round(nodes[best][0], 6), + } + + return station_map, girder_map + + # ======================================================================= + # STEP 3 — CALL FORCES FROM ANALYSIS RESULTS + # ======================================================================= + + def _read_component( + self, + lc: str, + eid: int, + is_i: bool, + base: str, + ) -> Optional[float]: + """ + Read one force/moment component from the xarray dataset. + + Parameters + ---------- + base : str + Component root name without end suffix: 'Vz', 'Mx', 'Vy', etc. + The suffix '_i' or '_j' is appended based on is_i. + + Returns + ------- + float in raw SI units (N or Nm), or None if the component is absent. + """ + comp = base + ("_i" if is_i else "_j") + try: + return float( + self.results.ds.sel( + Loadcase=lc, + Element=eid, + Component=comp, + )["forces"] + ) + except Exception: + return None + + def _extract_forces( + self, + lc: str, + info_l: dict, + info_r: dict, + ) -> Optional[dict]: + """ + Extract Vz, Mx, and Vy for the left and right girder nodes at one + station and load case. + + Returns None if Vz is absent from the dataset for either girder + (transverse lateral loads not yet modelled). All returned values + are in engineering units: kN for forces, kNm for moments. + """ + def _kN(v): return v / 1000.0 if v is not None else None + def _kNm(v): return v / 1000.0 if v is not None else None + + vz_l = _kN(self._read_component(lc, info_l["element"], info_l["is_i_node"], "Vz")) + vz_r = _kN(self._read_component(lc, info_r["element"], info_r["is_i_node"], "Vz")) + + # Vz not yet in dataset → skip this station + if vz_l is None or vz_r is None: + return None + + return { + "vz_l": vz_l, + "vz_r": vz_r, + "mx_l": _kNm(self._read_component(lc, info_l["element"], info_l["is_i_node"], "Mx")) or 0.0, + "mx_r": _kNm(self._read_component(lc, info_r["element"], info_r["is_i_node"], "Mx")) or 0.0, + "vy_l": _kN(self._read_component(lc, info_l["element"], info_l["is_i_node"], "Vy")), + "vy_r": _kN(self._read_component(lc, info_r["element"], info_r["is_i_node"], "Vy")), + } + + # ======================================================================= + # STEP 4 — RESOLVE MEMBER FORCES + # ======================================================================= + + def _resolve_forces( + self, + F_T_kN: float, + Mx_left_kNm: float, + Mx_right_kNm: float, + ) -> dict: + """ + Resolve panel shear F_T and torsions Mx into member axial forces. + + Portal-method analogy (story-shear approach): + Both diagonals share the panel shear equally — one in tension, + one in compression. The diagonal's VERTICAL component + equilibrates F_T (the same formula applies to both X and K type; + only the angle alpha differs): + + F_diag_shear = |F_T| / (2 · sin α) + F_chord_shear = |F_T| / (2 · tan α) [if chord present] + + Torsion Mx in the girder creates a horizontal force couple at + the chord level: + + F_couple = (|Mx_L| + |Mx_R|) / h + F_chord_torsion = F_couple / 2 + F_diag_torsion = F_couple / (2 · sin α) + + For K-type, α = atan(h / (s/2)) → steeper → larger forces. + If the top chord is absent, F_chord_shear is set to zero + (no member to carry horizontal shear at the top). + + Returns + ------- + dict with keys: + F_diag_kN axial force per diagonal (shear only) + F_chord_kN axial chord force (shear + torsion) + F_diag_total_kN diagonal force (shear + torsion) + """ + if self.sin_alpha < 1e-9 or self.h < 1e-9: + return {"F_diag_kN": 0.0, "F_chord_kN": 0.0, "F_diag_total_kN": 0.0} + + abs_FT = abs(F_T_kN) + + # --- Panel-shear component --- + F_diag_shear = abs_FT / (2.0 * self.sin_alpha) + + # Chord carries horizontal shear only when the relevant chord is present + if self.brace_type == BRACE_X: + chord_present = self.top_chord or self.bottom_chord + else: # K-type: top chord resists horizontal shear at the top + chord_present = self.top_chord + + F_chord_shear = (abs_FT / (2.0 * self.tan_alpha)) if chord_present else 0.0 + + # --- Torsion component --- + # Each girder's torsion Mx creates a transverse couple = Mx/h at chord level. + # Top and bottom chords each carry half of the combined couple from both girders. + mx_couple_kN = (abs(Mx_left_kNm) + abs(Mx_right_kNm)) / self.h + F_chord_torsion = mx_couple_kN / 2.0 + F_diag_torsion = mx_couple_kN / (2.0 * self.sin_alpha) + + return { + "F_diag_kN": round(F_diag_shear, 4), + "F_chord_kN": round(F_chord_shear + F_chord_torsion, 4), + "F_diag_total_kN": round(F_diag_shear + F_diag_torsion, 4), + } + + # ======================================================================= + # STEP 5 — TABULATE AND ENVELOPE FOR DESIGN + # ======================================================================= + + def compute_panel_forces( + self, + load_case_filter: Optional[str] = None, + ) -> pd.DataFrame: + """ + Full force table: one row per (load case, station, girder pair). + + Returns an empty DataFrame if Vz is absent from the dataset + (transverse lateral loads not yet modelled). + + Returns + ------- + pd.DataFrame with columns: + LoadCase, Station X (m), Girder Pair, + Vz Left (kN), Vz Right (kN), + Mx Left (kNm), Mx Right (kNm), + Vy Left (kN), Vy Right (kN), dVy (kN), + F_T (kN), F_diag (kN), F_chord (kN), F_diag+torsion (kN) + """ + station_map, girder_map = self._build_station_map() + all_lcs = self.results.get_available_loadcases() + + if load_case_filter: + all_lcs = [lc for lc in all_lcs if load_case_filter in str(lc)] + + g_order = list(girder_map.keys()) + if not self.include_edge_beams: + g_order = [g for g in g_order if g not in ("EB1", "EB2")] + + rows = [] + for lc in all_lcs: + lc_str = str(lc) + for sx, g_info in sorted(station_map.items()): + avail = [g for g in g_order if g in g_info] + + for k in range(len(avail) - 1): + g_l, g_r = avail[k], avail[k + 1] + info_l = g_info[g_l] + info_r = g_info[g_r] + + forces = self._extract_forces(lc, info_l, info_r) + if forces is None: + continue # Vz absent → skip + + vz_l = forces["vz_l"] + vz_r = forces["vz_r"] + mx_l = forces["mx_l"] + mx_r = forces["mx_r"] + vy_l = forces["vy_l"] + vy_r = forces["vy_r"] + + # Net lateral panel shear: sum of Vz at both brace nodes. + # When both girders shear in the same direction the brace + # carries the full combined force; equal-and-opposite Vz + # (symmetric gravity) cancels, leaving only Mx to drive design. + F_T = vz_l + vz_r + + resolved = self._resolve_forces(F_T, mx_l, mx_r) + dVy = ( + round(abs(vy_l) - abs(vy_r), 4) + if vy_l is not None and vy_r is not None + else None + ) + + rows.append({ + "LoadCase": lc_str, + "Station X (m)": sx, + "Girder Pair": f"{g_l}-{g_r}", + "Vz Left (kN)": round(vz_l, 4), + "Vz Right (kN)": round(vz_r, 4), + "Mx Left (kNm)": round(mx_l, 4), + "Mx Right (kNm)": round(mx_r, 4), + "Vy Left (kN)": round(vy_l, 4) if vy_l is not None else None, + "Vy Right (kN)": round(vy_r, 4) if vy_r is not None else None, + "dVy (kN)": dVy, + "F_T (kN)": round(F_T, 4), + "F_diag (kN)": resolved["F_diag_kN"], + "F_chord (kN)": resolved["F_chord_kN"], + "F_diag+torsion (kN)": resolved["F_diag_total_kN"], + }) + + return pd.DataFrame(rows) + + def get_critical_forces(self) -> pd.DataFrame: + """ + Envelope (max absolute) diagonal and chord forces across all load + cases, per girder pair and per cross-bracing station. + + Returns + ------- + pd.DataFrame with columns: + Girder Pair, Station X (m), + Max |F_diag+torsion| (kN), Governing LC (diag), + Max |F_chord| (kN), Governing LC (chord) + """ + df = self.compute_panel_forces() + if df.empty: + return pd.DataFrame() + + diag_col = "F_diag+torsion (kN)" + chord_col = "F_chord (kN)" + rows = [] + for (pair, sx), grp in df.groupby(["Girder Pair", "Station X (m)"]): + idx_d = grp[diag_col].abs().idxmax() + idx_c = grp[chord_col].abs().idxmax() + rows.append({ + "Girder Pair": pair, + "Station X (m)": sx, + "Max |F_diag+torsion| (kN)": round(abs(grp.loc[idx_d, diag_col]), 3), + "Governing LC (diag)": grp.loc[idx_d, "LoadCase"], + "Max |F_chord| (kN)": round(abs(grp.loc[idx_c, chord_col]), 3), + "Governing LC (chord)": grp.loc[idx_c, "LoadCase"], + }) + return pd.DataFrame(rows) + + def get_design_forces_dict(self) -> dict: + """ + Structured dict of governing design forces for the design module. + + Per girder pair, takes the WORST station across all stations + (governing diagonal force and governing chord force may come from + different stations and load cases). + + Returns + ------- + dict:: + + { + "brace_type": "X" or "K", + "top_chord": bool, + "bottom_chord": bool, + "geometry": { + "girder_spacing_m": float, + "brace_height_m": float, + "girder_depth_m": float, + "diagonal_length_m": float, + "alpha_deg": float, + "cb_spacing_m": float, + "depth_ratio": float, + }, + "pairs": { + "G1-G2": { + "max_diagonal_kN": float, + "governing_lc_diag": str, + "critical_station_diag_m": float, + "max_chord_kN": float, + "governing_lc_chord": str, + "critical_station_chord_m": float, + }, + ... + }, + "overall_max_diagonal_kN": float, + "overall_max_chord_kN": float, + } + + Returns an empty dict when Vz is not yet in the dataset. + """ + crit = self.get_critical_forces() + if crit.empty: + return {} + + # Collapse to one row per girder pair (worst station for each force) + worst: dict = {} + for _, row in crit.iterrows(): + pair = row["Girder Pair"] + f_d = row["Max |F_diag+torsion| (kN)"] + f_c = row["Max |F_chord| (kN)"] + sx = row["Station X (m)"] + lc_d = row["Governing LC (diag)"] + lc_c = row["Governing LC (chord)"] + + if pair not in worst: + worst[pair] = { + "max_diagonal_kN": f_d, + "governing_lc_diag": lc_d, + "critical_station_diag_m": sx, + "max_chord_kN": f_c, + "governing_lc_chord": lc_c, + "critical_station_chord_m": sx, + } + else: + if f_d > worst[pair]["max_diagonal_kN"]: + worst[pair]["max_diagonal_kN"] = f_d + worst[pair]["governing_lc_diag"] = lc_d + worst[pair]["critical_station_diag_m"] = sx + if f_c > worst[pair]["max_chord_kN"]: + worst[pair]["max_chord_kN"] = f_c + worst[pair]["governing_lc_chord"] = lc_c + worst[pair]["critical_station_chord_m"] = sx + + return { + "brace_type": self.brace_type, + "top_chord": self.top_chord, + "bottom_chord": self.bottom_chord, + "geometry": self.get_brace_geometry_info(), + "pairs": worst, + "overall_max_diagonal_kN": max(v["max_diagonal_kN"] for v in worst.values()), + "overall_max_chord_kN": max(v["max_chord_kN"] for v in worst.values()), + } + + def get_brace_geometry_info(self) -> dict: + """Return geometry parameters as a dict (for reporting and design module).""" + return { + "brace_type": self.brace_type, + "top_chord": self.top_chord, + "bottom_chord": self.bottom_chord, + "girder_spacing_m": round(self.s, 4), + "brace_height_m": round(self.h, 4), + "girder_depth_m": round(self.D, 4), + "diagonal_length_m": round(self.L_d, 4), + "horiz_proj_m": round(self.horiz_proj, 4), + "alpha_deg": round(math.degrees(self.alpha_rad), 2), + "cb_spacing_m": round(self.cb_spacing, 3), + "depth_ratio": self.depth_ratio, + } + + # ======================================================================= + # PRINT / REPORT METHODS + # ======================================================================= + + def print_configuration(self) -> None: + """Print brace configuration and geometry.""" + g = self.get_brace_geometry_info() + print("\n" + "=" * 70) + print(" " * 18 + "CROSS BRACING CONFIGURATION & GEOMETRY") + print("=" * 70) + print(f" Brace type : {g['brace_type']}-type") + print(f" Top chord : {'Yes' if g['top_chord'] else 'No'}") + print(f" Bottom chord : {'Yes' if g['bottom_chord'] else 'No'}") + print("-" * 70) + print(f" Girder spacing (s) : {g['girder_spacing_m']:.4f} m") + print(f" Girder depth (D) : {g['girder_depth_m']:.4f} m") + print(f" Brace clear height (h) : {g['brace_height_m']:.4f} m " + f"(depth_ratio = {g['depth_ratio']})") + if g["brace_type"] == BRACE_K: + print(f" Diag. horiz. projection : {g['horiz_proj_m']:.4f} m (= s/2)") + print(f" Diagonal length : {g['diagonal_length_m']:.4f} m") + print(f" Diagonal angle (alpha) : {g['alpha_deg']:.2f} deg from horizontal") + print(f" Panel spacing : {g['cb_spacing_m']:.3f} m") + print("=" * 70) + + def print_panel_forces( + self, + load_case_filter: Optional[str] = None, + max_rows: int = 200, + ) -> None: + """Print the full panel-force table (all load cases, stations, pairs).""" + self.print_configuration() + df = self.compute_panel_forces(load_case_filter=load_case_filter) + print("\n" + "=" * 115) + print(" " * 37 + "CROSS BRACING PANEL FORCES") + print("=" * 115) + if df.empty: + print(" No data — Vz (transverse shear) not yet in dataset, or no load cases found.") + else: + print(df.head(max_rows).to_string(index=False)) + if len(df) > max_rows: + print(f"\n ... ({len(df) - max_rows} rows omitted; increase max_rows)") + print("=" * 115) + + def print_critical_forces(self) -> None: + """Print the design-critical force envelope per girder pair and station.""" + self.print_configuration() + df = self.get_critical_forces() + print("\n" + "=" * 115) + print(" " * 28 + "CROSS BRACING — CRITICAL DESIGN FORCES") + print("=" * 115) + if df.empty: + print(" No critical forces — Vz not in dataset or no load cases found.") + else: + print(df.to_string(index=False)) + print("=" * 115) + + def print_station_summary(self, station_x: float, tol: float = 0.5) -> None: + """ + Print forces for a single cross-bracing station. + + Parameters + ---------- + station_x : float Nominal x-position (m). + tol : float Search tolerance in metres (default 0.5). + """ + df = self.compute_panel_forces() + if df.empty: + print("No data available.") + return + subset = df[(df["Station X (m)"] - station_x).abs() <= tol] + print(f"\n--- Cross-Bracing Station: x ~ {station_x:.2f} m ---") + if subset.empty: + print(f" No station within ±{tol:.2f} m of x = {station_x:.2f} m.") + else: + print(subset.to_string(index=False)) From 2e0a9de6506c1c49cc6aa420a39157dd03a9bfcb Mon Sep 17 00:00:00 2001 From: VT <75622110+VT69@users.noreply.github.com> Date: Thu, 23 Apr 2026 14:03:54 +0530 Subject: [PATCH 201/225] Steel Design Check Tab UI --- .../desktop/ui/dialogs/steel_design.py | 120 ++- .../ui/dialogs/tabs/steel_design_analysis.py | 26 + .../ui/dialogs/tabs/steel_design_check.py | 747 +++++++++++++++--- .../ui/dialogs/tabs/steel_design_details.py | 21 +- 4 files changed, 802 insertions(+), 112 deletions(-) diff --git a/src/osdagbridge/desktop/ui/dialogs/steel_design.py b/src/osdagbridge/desktop/ui/dialogs/steel_design.py index d4b142ef8..c9ee7ade6 100644 --- a/src/osdagbridge/desktop/ui/dialogs/steel_design.py +++ b/src/osdagbridge/desktop/ui/dialogs/steel_design.py @@ -53,6 +53,8 @@ def __init__(self, parent=None, result_handler=None): pass self._result_handler = result_handler # PlateGirderAnalysisResults or None + self._checks_ran = False + self._last_handler = None self.setObjectName("SteelDesign") self.resize(1024, 720) self.setMinimumSize(900, 520) @@ -335,8 +337,9 @@ def _setup_analysis_plots(self): # ── Signal wiring ───────────────────────────────────────────────────── self.tabs.currentChanged.connect(self._on_tab_changed) - self.analysis_tab.member_combo.currentIndexChanged.connect(self._update_analysis_plots) - self.analysis_tab.load_combo.currentIndexChanged.connect(self._on_load_combo_changed) + # NOTE: member_combo and load_combo in analysis_tab are disabled (read-only + # mirrors of the Output Dock). Their signals are NOT connected here — + # selections are pushed programmatically via sync_from_output_dock(). if hasattr(self.analysis_tab, "component_combo"): self.analysis_tab.component_combo.currentIndexChanged.connect(self._update_analysis_plots) self.analysis_tab.component_combo.currentIndexChanged.connect( @@ -358,16 +361,73 @@ def _setup_analysis_plots(self): # ── UI initialisation state ─────────────────────────────────────────── self._data_initialized = False + # ========================================================================= + # OUTPUT DOCK SYNC + # ========================================================================= + + def sync_from_output_dock( + self, + member_display: str | None = None, + load_case: str | None = None, + ) -> None: + """ + Called by the Output Dock to push the currently active member and load + combination into all three tabs. + + The combos in every tab are disabled (not user-editable). This is the + single authoritative write path — it temporarily bypasses the disabled + state, writes the value, then re-disables the widget so the next + mouse-click cannot change it. + """ + def _set_combo(combo, text: str) -> None: + """Write *text* into a possibly-disabled QComboBox without enabling it.""" + combo.blockSignals(True) + combo.setEnabled(True) + idx = combo.findText(text) + if idx >= 0: + combo.setCurrentIndex(idx) + else: + # Value not in list — add it transiently so it is visible. + combo.insertItem(0, text) + combo.setCurrentIndex(0) + combo.setEnabled(False) + combo.blockSignals(False) + + # ── Analysis tab ────────────────────────────────────────────────────── + if member_display is not None: + _set_combo(self.analysis_tab.member_combo, member_display) + if load_case is not None: + _set_combo(self.analysis_tab.load_combo, load_case) + + # ── Design Check tab ────────────────────────────────────────────────── + if member_display is not None: + _set_combo(self.check_tab.member_combo, member_display) + if load_case is not None: + _set_combo(self.check_tab.load_combo, load_case) + + # ── Details tab (member only, no load combo) ────────────────────────── + if member_display is not None: + _set_combo(self.details_tab.member_combo, member_display) + + # Refresh analysis plot for the newly selected member / load case + self._update_analysis_plots() + # ========================================================================= # EVENT HANDLERS # ========================================================================= def _on_tab_changed(self, index): """ - Entry point for the Analysis Results tab (index 1). + Entry point for the Analysis Results tab (index 1) and + the Design Check tab (index 2). Populates dropdowns on first visit, then triggers a plot render. All data comes from the injected PlateGirderAnalysisResults instance. """ + if index == 2: + # Design Check tab + self._run_design_checks() + return + if index != 1: return @@ -385,6 +445,56 @@ def _on_tab_changed(self, index): self._update_analysis_plots() + def _run_design_checks(self) -> None: + """ + Run the IRC 22:2015 pipeline and populate the Design Check tab. + + Uses live model data when available; falls back to a built-in + example bridge so the tab is never left blank. + + Guard: no-op when result_handler identity is unchanged. + """ + if self._checks_ran and (self._result_handler is self._last_handler): + return + + from osdagbridge.core.bridge_types.plate_girder.designer import ( + BridgeConfig, IRC22CapacityCalculator, DCREngine, + _example_demands, _extract_demands_from_analysis, + ) + + try: + bridge = getattr(self._main_window, "bridge", None) + config = ( + BridgeConfig.from_plate_girder_bridge(bridge) + if bridge is not None + else BridgeConfig.example_33m_bridge() + ) + + demand = ( + _extract_demands_from_analysis(self._result_handler) + if self._result_handler is not None + else _example_demands(config) + ) + + calculator = IRC22CapacityCalculator(config) + capacity = calculator.compute_all(Vu_kN=demand.Vu_kN) + + engine = DCREngine(demand, capacity) + engine.run_all_checks() + + self.check_tab.populate_from_results(demand, capacity, engine) + self.check_tab.set_girder_count(config.geometry.n_girders) + + self._checks_ran = True + self._last_handler = self._result_handler + + except Exception: + import traceback + err = f"Design check error:\n{traceback.format_exc()}" + for key in ("flexure", "shear", "interaction", "ltb", + "shear_long_trans", "fatigue", "stress", "deflection"): + self.check_tab.set_check_result(key, err) + @property def _interaction_mode(self) -> str: """Return the active display mode based on radio button selection.""" @@ -533,9 +643,11 @@ def _girder_display_name(key: str, idx: int) -> str: combo = self.analysis_tab.member_combo combo.blockSignals(True) + combo.setEnabled(True) # temporarily enable to allow writes combo.clear() for idx, key in enumerate(self.graph_engine.get_girder_keys()): combo.addItem(_girder_display_name(key, idx), userData=key) + combo.setEnabled(False) # restore disabled/read-only state combo.blockSignals(False) # ── Category-header helper ──────────────────────────────────────────────── @@ -591,6 +703,7 @@ def _populate_load_combo(self): dead_lcs = [preferred] + dead_lcs combo.blockSignals(True) + combo.setEnabled(True) # temporarily enable to allow writes combo.clear() first_selectable_idx = None @@ -625,6 +738,7 @@ def _populate_load_combo(self): elif combo.count() > 0: combo.setCurrentIndex(0) + combo.setEnabled(False) # restore disabled/read-only state combo.blockSignals(False) # ========================================================================= diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_analysis.py b/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_analysis.py index cb9248cf9..077f763eb 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_analysis.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_analysis.py @@ -26,6 +26,22 @@ "WL", "EL", "IMF", "TL", ] +# Greyed-out read-only style for combos mirroring the Output Dock selection. +# Drop-down arrow is hidden to make clear the field is not interactive. +_DISABLED_COMBO_STYLE = ( + "QComboBox {" + " background-color: #f0f0f0;" + " color: #888888;" + " border: 1px solid #cccccc;" + " border-radius: 5px;" + " padding: 1px 7px;" + " font-size: 11px;" + " min-height: 28px;" + "}" + "QComboBox::drop-down { border: none; width: 0px; }" + "QComboBox::down-arrow { width: 0px; height: 0px; }" +) + # Design tokens — copied verbatim from output_dock.apply_field_style() # so every control matches the rest of the OsdagBridge application. @@ -314,9 +330,19 @@ def _build_left_panel(self): self.member_combo = self._styled_combo() self.member_combo.addItems(["All", "Girder 1", "Girder 2"]) + self.member_combo.setEnabled(False) + self.member_combo.setStyleSheet(_DISABLED_COMBO_STYLE) + self.member_combo.setToolTip( + "Change the member in the Output Dock \u2014 this field mirrors that selection." + ) self.load_combo = self._styled_combo() self.load_combo.addItems(LOAD_COMBINATIONS) + self.load_combo.setEnabled(False) + self.load_combo.setStyleSheet(_DISABLED_COMBO_STYLE) + self.load_combo.setToolTip( + "Change the load combination in the Output Dock \u2014 this field mirrors that selection." + ) self._form_row("Member ID:", self.member_combo, sel_layout) self._form_row("Load Combination:", self.load_combo, sel_layout) diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_check.py b/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_check.py index 548c0dcf8..1f1cb625d 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_check.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_check.py @@ -1,4 +1,5 @@ from __future__ import annotations + from PySide6.QtWidgets import ( QWidget, QVBoxLayout, @@ -8,7 +9,6 @@ QLineEdit, QFrame, QSizePolicy, - QTextEdit, ) from PySide6.QtCore import Qt @@ -29,7 +29,7 @@ "WL", "EL", "IMF", "TL", ] -# 8 design checks from the screenshot — 2 columns ├ù 4 rows +# 8 design checks from the screenshot — 2 columns × 4 rows DESIGN_CHECKS = [ ("flexure", "Strength Limit State (Flexure)"), ("shear_long_trans", "Resistance to Longitudinal and Transverse Shear"), @@ -41,38 +41,205 @@ ("deflection", "Deflection and Crack Control"), ] +# HTML equation strings for each card (rendered via Qt.RichText) +_RENDER_MAP = { + "flexure": { + "eq": ( + "Md ≤ Mr
" + "Mr = βb · " + "Zp · fy / γm" + ), + "dem_pfx": "Md", + "cap_pfx": "Mr", + "unit": "kN·m", + }, + "shear": { + "eq": ( + "Vd ≤ Vr
" + "Vr = Av · fy / " + "(√3 · γm)" + ), + "dem_pfx": "Vd", + "cap_pfx": "Vr", + "unit": "kN", + }, + "interaction": { + "eq": ( + "Md / (βb · Zp · " + "fy / γm) + " + "Vd / (Av · fy / " + "(√3 · γm)) ≤ 1.0" + ), + "unit": "", + }, + "ltb": { + "eq": ( + "Md ≤ Mcr
" + "Mcr ≈ (π² · E · " + "Iy) / LLTB²" + ), + "dem_pfx": "Md", + "cap_pfx": "Mcr", + "unit": "kN·m", + }, + "shear_long_trans": { + "eq": ( + "Vd ≤ Vrd
" + "Vrd = Vrd,c + Vrd,s
" + "Vrd,c = 0.18 · k · " + "(100fck)1/3 · b · d
" + "Vrd,s = (Asv · fy " + "· d) / s" + ), + "dem_pfx": "Vd", + "cap_pfx": "Vrd", + "unit": "kN", + }, + "fatigue": { + "eq": ( + "Δσ ≤ Δσallowable
" + "Δσallowable = Δσc / " + "γmf" + ), + "dem_pfx": "Δσ", + "cap_pfx": "Δσallowable", + "unit": "MPa", + }, + "stress": { + "eq": ( + "σ = Md / Z
" + "σ ≤ fy / γm" + ), + "dem_pfx": "σ", + "cap_pfx": "fy / γm", + "unit": "MPa", + }, + "deflection": { + "eq": ( + "δ ≤ L / x
" + "(Default x = 600)" + ), + "dem_pfx": "δ", + "cap_pfx": "L / x", + "unit": "mm", + }, +} + + +# ───────────────────────────────────────────────────────────────────────────── +# Badge style definitions +# ───────────────────────────────────────────────────────────────────────────── + +_BADGE_STYLES = { + "pass": ("PASS", "#1a7a4a", "#d4edda"), + "fail": ("FAIL", "#8b0000", "#f8d7da"), + "neutral": ("", "#444444", "#eeeeee"), +} + + +# ───────────────────────────────────────────────────────────────────────────── +# Inline widgets — UtilizationBar and StatusBadge +# ───────────────────────────────────────────────────────────────────────────── + +class UtilizationBar(QWidget): + """Horizontal fill-bar showing demand/capacity ratio (0–1+).""" + + def __init__(self, parent=None): + super().__init__(parent) + self.setFixedHeight(10) + self.setStyleSheet("background: #e0e0e0; border-radius: 5px;") + self._fill = QWidget(self) + self._fill.setFixedHeight(10) + self._ratio = 0.0 + self._fill.resize(0, 10) + self._update() + + def set_ratio(self, ratio: float): + self._ratio = ratio + self._update() + + def resizeEvent(self, event): + super().resizeEvent(event) + self._update() + + def _update(self): + fill_w = int(min(self._ratio, 1.0) * self.width()) + color = "#28a745" if self._ratio <= 1.0 else "#dc3545" + self._fill.setFixedWidth(max(0, fill_w)) + self._fill.setStyleSheet(f"background: {color}; border-radius: 5px;") + + +class StatusBadge(QLabel): + """Small PASS / FAIL label badge with coloured background.""" + + def __init__(self, parent=None): + super().__init__(parent) + self.setFixedSize(60, 22) + self.setAlignment(Qt.AlignCenter) + self.set_neutral() + + def _apply(self, state): + text, fg, bg = _BADGE_STYLES[state] + self.setText(text) + self.setStyleSheet( + f"color: {fg}; background: {bg};" + "font-weight: bold; font-size: 10px; border-radius: 6px;" + ) + + def set_pass(self): + self._apply("pass") + + def set_fail(self): + self._apply("fail") + + def set_neutral(self): + self._apply("neutral") + + +# ───────────────────────────────────────────────────────────────────────────── +# Main tab widget +# ───────────────────────────────────────────────────────────────────────────── class SteelDesignCheckTab(QWidget): """ Design Check tab for the Steel Design dialog. Displays eight IRC code compliance check cards in a two-column grid. - Each card shows a check title and a read-only output area that is - populated at runtime when design results are available. + Each card shows: bold title, styled equation box, computed demand/capacity + values, coloured DCR label, utilization progress bar, and PASS/FAIL badge. + + A summary bar at the top shows aggregate pass/fail counts. Public API ---------- + populate_from_results(demand, capacity, engine) + Populate all 8 cards from the IRC 22:2015 pipeline output. set_check_result(key, text) - Write a result string into the named check card output area. + Write a result string into the named check card. clear_results() Clear all check output areas. set_girder_count(count) - Repopulate the Member ID combo with the correct girder count. + Repopulate the Member ID combo. load_data(cad_state) Restore check results from a cad_state snapshot. - - Check keys (used by set_check_result / load_data) - -------------------------------------------------- - ``flexure``, ``shear_long_trans``, ``shear``, ``fatigue``, - ``interaction``, ``stress``, ``ltb``, ``deflection`` """ def __init__(self, parent=None): - self.check_outputs = {} # key → QTextEdit + # Widget tracking dicts — one entry per card key + self.check_eq_labels = {} # key → equation QLabel + self.check_val_labels = {} # key → demand/capacity QLabel + self.check_dcr_labels = {} # key → DCR QLabel + self.check_bars = {} # key → UtilizationBar + self.check_badges = {} # key → StatusBadge + + self.summary_passed_label = None + self.summary_failed_label = None + self.summary_badge = None + self.design_results = [] super().__init__(parent) - # White background — consistent with SteelDesignDetailsTab and SteelDesignAnalysisTab. + # White background — consistent with other tabs. self.setStyleSheet("background-color: white;") main_layout = QVBoxLayout(self) @@ -88,10 +255,13 @@ def __init__(self, parent=None): container_layout.setContentsMargins(18, 6, 18, 12) container_layout.setSpacing(16) - # ── TOP BAR: Member ID (left) + Load Combination (right) ────── - container_layout.addLayout(self._build_top_bar()) + # ── TOP BAR: Member ID + Load Combination in a bordered card ─────── + container_layout.addWidget(self._build_top_bar()) + + # ── SUMMARY BAR: pass/fail counts + overall badge ───────────── + container_layout.addWidget(self._build_summary_bar()) - # ── CHECK CARDS GRID: 2 columns ─────────────────────────────── + # ── CHECK CARDS GRID: 2 columns ─────────────────────────────── container_layout.addLayout(self._build_checks_grid()) container_layout.addStretch() @@ -99,9 +269,51 @@ def __init__(self, parent=None): scroll_area.setWidget(container) main_layout.addWidget(scroll_area) - # ───────────────────────────────────────────────────────────────────────── + # ───────────────────────────────────────────────────────────────────────── + # SUMMARY BAR + # ───────────────────────────────────────────────────────────────────────── + + def _build_summary_bar(self): + """Build the Checks / Passed / Failed summary row with an overall badge.""" + frame = QFrame() + frame.setObjectName("summaryFrame") + frame.setStyleSheet( + "QFrame#summaryFrame {" + "background: #f0f4e8; border: 1px solid #90AF13;" + "border-radius: 6px; padding: 4px;" + "}" + ) + layout = QHBoxLayout(frame) + layout.setContentsMargins(12, 6, 12, 6) + layout.setSpacing(16) + + _SUMMARY_STYLE = ( + "font-size: 11px; font-weight: 600; color: #2b2b2b; " + "background: transparent; border: none;" + ) + + label = QLabel("Checks: 8") + label.setStyleSheet(_SUMMARY_STYLE) + layout.addWidget(label) + + self.summary_passed_label = QLabel("Passed: \u2014") + self.summary_passed_label.setStyleSheet(_SUMMARY_STYLE) + layout.addWidget(self.summary_passed_label) + + self.summary_failed_label = QLabel("Failed: \u2014") + self.summary_failed_label.setStyleSheet(_SUMMARY_STYLE) + layout.addWidget(self.summary_failed_label) + + layout.addStretch() + + self.summary_badge = StatusBadge() + layout.addWidget(self.summary_badge) + + return frame + + # —————————————————————————————————————————————————————————————————————————— # HELPERS — exact copy from steel_design_details.py - # ───────────────────────────────────────────────────────────────────────── + # —————————————————————————————————————————————————————————————————————————— def _section_card(self, title): """Return a borderless card QFrame with a bold title label and a QVBoxLayout.""" @@ -141,68 +353,119 @@ def _make_grid(self): grid.setColumnStretch(2, 1) return grid - def _readonly_field(self): - """Return a fixed 150×22 px read-only QLineEdit.""" - field = QLineEdit() - field.setReadOnly(True) - field.setFixedWidth(150) - field.setFixedHeight(22) - field.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) - apply_field_style(field) - return field - - def _add_row(self, grid, row, text, widget): - """Append a (label, widget) row to grid at the given row index; return the next row index.""" - grid.addWidget(self._row_label(text), row, 0, Qt.AlignLeft | Qt.AlignVCenter) - grid.addWidget(widget, row, 1, Qt.AlignLeft | Qt.AlignVCenter) - return row + 1 - - # ───────────────────────────────────────────────────────────────────────── - # TOP BAR - # ───────────────────────────────────────────────────────────────────────── - def _build_top_bar(self): - """Build the Member ID and Load Combination selector row.""" - bar = QHBoxLayout() - bar.setSpacing(24) - bar.setContentsMargins(0, 0, 0, 0) - - # Member ID - member_lbl = QLabel("Member ID") - member_lbl.setStyleSheet(f"{_UI_FONT} color: #000;") + """ + Build the Member ID and Load Combination read-only mirror row. + + Returns a transparent container widget holding two equal-width individual + card frames — one per combo — matching the 'Component' / 'Display Location' + card layout used in the Analysis Results tab: + - each card: white bg, 1 px solid #b0b0b0, border-radius 6 px + - bold section title at the top, combo below + - equal horizontal stretch so both cards share the full width + + The combos are intentionally disabled. The Output Dock is the only place + where the user changes member / load combination; sync_from_output_dock() + writes new selections in here programmatically. + """ + # Shared card stylesheet — identical to comp_card / disp_card in Analysis tab. + _CARD_STYLE = ( + "QFrame#controlCard {" + " background-color: white;" + " border: 1px solid #b0b0b0;" + " border-radius: 6px;" + "}" + "QLabel {" + " border: none;" + " background: transparent;" + "}" + ) + _TITLE_STYLE = ( + "font-size: 13px; color: #2B2B2B; font-weight: bold;" + " background: transparent; border: none;" + ) + + # Disabled combo: black border / #f4f4f4 bg, no arrow — non-interactive read-only. + self._DISABLED_COMBO_STYLE = ( + "QComboBox {" + " padding: 1px 7px;" + " border: 1px solid black;" + " border-radius: 5px;" + " background-color: #f4f4f4;" + " color: #555555;" + " font-size: 11px;" + " min-height: 28px;" + "}" + "QComboBox::drop-down { border: none; width: 0px; }" + "QComboBox::down-arrow { width: 0px; height: 0px; image: none; }" + ) + + # Transparent row container — no border of its own. + container = QWidget() + container.setStyleSheet("background: transparent;") + container.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) + row = QHBoxLayout(container) + row.setContentsMargins(0, 0, 0, 0) + row.setSpacing(16) # gap between the two cards (matches controls_row spacing) + + # ── Member ID card ───────────────────────────────────────────────────── + member_card = QFrame() + member_card.setObjectName("controlCard") + member_card.setStyleSheet(_CARD_STYLE) + member_card.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) + + mc_layout = QVBoxLayout(member_card) + mc_layout.setContentsMargins(23, 10, 14, 12) + mc_layout.setSpacing(4) + + member_title = QLabel("Member ID") + member_title.setStyleSheet(_TITLE_STYLE) + mc_layout.addWidget(member_title) self.member_combo = NoScrollComboBox() - apply_field_style(self.member_combo) - self.member_combo.setFixedWidth(150) - self.member_combo.setFixedHeight(22) - self.member_combo.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + self.member_combo.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) + self.member_combo.setFixedHeight(28) self.member_combo.addItems(["All", "Girder 1", "Girder 2"]) - - bar.addWidget(member_lbl) - bar.addWidget(self.member_combo) - - bar.addSpacing(40) - - # Load Combination - load_lbl = QLabel("Load Combination:") - load_lbl.setStyleSheet(f"{_UI_FONT} color: #000;") + self.member_combo.setEnabled(False) + self.member_combo.setStyleSheet(self._DISABLED_COMBO_STYLE) + self.member_combo.setToolTip( + "Change the member in the Output Dock \u2014 this field mirrors that selection." + ) + mc_layout.addWidget(self.member_combo) + + # ── Load Combination card ────────────────────────────────────────────── + load_card = QFrame() + load_card.setObjectName("controlCard") + load_card.setStyleSheet(_CARD_STYLE) + load_card.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) + + lc_layout = QVBoxLayout(load_card) + lc_layout.setContentsMargins(23, 10, 14, 12) + lc_layout.setSpacing(4) + + load_title = QLabel("Load Combination") + load_title.setStyleSheet(_TITLE_STYLE) + lc_layout.addWidget(load_title) self.load_combo = NoScrollComboBox() - apply_field_style(self.load_combo) - self.load_combo.setFixedWidth(150) - self.load_combo.setFixedHeight(22) - self.load_combo.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + self.load_combo.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) + self.load_combo.setFixedHeight(28) self.load_combo.addItems(LOAD_COMBINATIONS) + self.load_combo.setEnabled(False) + self.load_combo.setStyleSheet(self._DISABLED_COMBO_STYLE) + self.load_combo.setToolTip( + "Change the load combination in the Output Dock \u2014 this field mirrors that selection." + ) + lc_layout.addWidget(self.load_combo) - bar.addWidget(load_lbl) - bar.addWidget(self.load_combo) - bar.addStretch() + row.addWidget(member_card, 1) # stretch=1: both cards share width equally + row.addWidget(load_card, 1) - return bar + return container - # ───────────────────────────────────────────────────────────────────────── + # ───────────────────────────────────────────────────────────────────────── # CHECK CARDS GRID - # ───────────────────────────────────────────────────────────────────────── + # ───────────────────────────────────────────────────────────────────────── def _build_checks_grid(self): """ @@ -225,55 +488,89 @@ def _build_checks_grid(self): return grid - def _build_check_card(self, key, title): + def _build_check_card(self, key: str, title: str) -> QFrame: """ - Single check card: - - Rounded border matching the screenshot style - - Bold title at top - - Expanding QTextEdit output area below (readonly) + Single check card with five layers: + 1. Bold title + 2. Styled equation box (HTML rich text) + 3. Computed demand / capacity value lines + 4. Coloured DCR label + utilization progress bar + 5. PASS / FAIL status badge """ card = QFrame() card.setObjectName("checkCard") card.setStyleSheet(""" QFrame#checkCard { background-color: white; - border: 1px solid #b0b0b0; - border-radius: 6px; + border: 1px solid #CFCFCF; + border-radius: 8px; } """) card.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Preferred) card_layout = QVBoxLayout(card) - card_layout.setContentsMargins(12, 10, 12, 10) + card_layout.setContentsMargins(14, 12, 14, 12) card_layout.setSpacing(8) - # Title + # ── 1. Title ────────────────────────────────────────────────────────── title_lbl = QLabel(title) - title_lbl.setStyleSheet(f"{_UI_FONT.replace('11px','12px')} font-weight: bold; color: #2B2B2B; background: transparent; border: none;") + title_lbl.setStyleSheet( + "font-size: 13px; font-weight: bold; color: #000; " + "background: transparent; border: none;" + ) title_lbl.setWordWrap(True) card_layout.addWidget(title_lbl) - # Output area — readonly, expandable, shows check results - output = QTextEdit() - output.setReadOnly(True) - output.setFixedHeight(60) - output.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) - output.setStyleSheet(f""" - QTextEdit {{ - background-color: white; - border: none; - {_UI_FONT} - color: #333; - }} - """) - card_layout.addWidget(output) + # ── 2. Equation box (rich text) ─────────────────────────────────────── + eq_lbl = QLabel() + eq_lbl.setTextFormat(Qt.RichText) + eq_lbl.setWordWrap(True) + eq_lbl.setStyleSheet( + "font-family: 'Cambria Math', 'Times New Roman', serif; " + "font-size: 13px; color: #2E3B4E; " + "background-color: #F8F9FA; border: 1px solid #E4E7EB; " + "border-radius: 4px; padding: 6px;" + ) + eq_text = _RENDER_MAP.get(key, {}).get("eq", "") + eq_lbl.setText(eq_text) + card_layout.addWidget(eq_lbl) + self.check_eq_labels[key] = eq_lbl + + # ── 3. Value lines (demand / capacity) ─────────────────────────────── + val_lbl = QLabel() + val_lbl.setTextFormat(Qt.RichText) + val_lbl.setWordWrap(True) + val_lbl.setStyleSheet( + "font-size: 13px; color: #222; " + "background: transparent; border: none; padding-top: 2px;" + ) + card_layout.addWidget(val_lbl) + self.check_val_labels[key] = val_lbl + + # ── 4. DCR label ───────────────────────────────────────────────────── + dcr_lbl = QLabel() + dcr_lbl.setStyleSheet( + "font-size: 14px; font-weight: bold; color: #555; " + "background: transparent; border: none;" + ) + card_layout.addWidget(dcr_lbl) + self.check_dcr_labels[key] = dcr_lbl + + # ── 5. Utilization bar ──────────────────────────────────────────────── + bar = UtilizationBar() + card_layout.addWidget(bar) + self.check_bars[key] = bar + + # ── 6. Status badge ─────────────────────────────────────────────────── + badge = StatusBadge() + card_layout.addWidget(badge, alignment=Qt.AlignLeft) + self.check_badges[key] = badge - self.check_outputs[key] = output return card - # ───────────────────────────────────────────────────────────────────────── + # ───────────────────────────────────────────────────────────────────────── # PUBLIC API - # ───────────────────────────────────────────────────────────────────────── + # ───────────────────────────────────────────────────────────────────────── def set_girder_count(self, count): """Repopulate the Member ID combo with 'All' plus one entry per girder.""" @@ -289,17 +586,251 @@ def load_data(self, cad_state: dict): except (ValueError, TypeError): pass - # Populate check output areas if results are in cad_state - for key, output in self.check_outputs.items(): - result = cad_state.get(f"check_{key}", "") - output.setPlainText(str(result) if result else "") + def set_check_result(self, key: str, text: str) -> None: + """Write plain-text result into the value label of the named card.""" + lbl = self.check_val_labels.get(key) + if lbl is not None: + lbl.setTextFormat(Qt.PlainText) + lbl.setText(text) + + def clear_results(self) -> None: + """Reset all eight cards to their initial empty state.""" + for key in self.check_badges: + lbl = self.check_val_labels.get(key) + if lbl: + lbl.setText("") + dcr = self.check_dcr_labels.get(key) + if dcr: + dcr.setText("") + dcr.setStyleSheet( + "font-size: 14px; font-weight: bold; color: #555; " + "background: transparent; border: none;" + ) + bar = self.check_bars.get(key) + if bar: + bar.set_ratio(0) + badge = self.check_badges.get(key) + if badge: + badge.set_neutral() + self.design_results = [] + self._refresh_summary() + + def populate_from_results( + self, + demand: object, + capacity: object, + engine: object, + ) -> None: + """ + Populate all 8 design-check cards from IRC 22:2015 pipeline output. + + Called by steel_design.py ``_run_design_checks()``. + Each card is populated independently — a failure in one card never + prevents the others from rendering. + + Parameters + ---------- + demand : DemandEnvelope + capacity : CapacityResults (from IRC22CapacityCalculator.compute_all()) + engine : DCREngine (run_all_checks() already called) + """ + self.clear_results() + + by_id: dict[int, object] = {chk.check_id: chk for chk in engine.checks} + + def _classify(dcr: float) -> bool: + return dcr < 1.0 + + # Build a result dict for each card via the DCREngine checks + results_by_key: dict[str, dict] = {} + + # ── 1. Flexure (check_id=1) ────────────────────────────────────────── + try: + c = by_id[1] + results_by_key["flexure"] = { + "demand": c.demand, "capacity": c.capacity, + "ratio": c.dcr, "passed": c.status != "FAIL", + } + except Exception: + pass + + # ── 2. Shear (check_id=2) ──────────────────────────────────────────── + try: + c = by_id[2] + results_by_key["shear"] = { + "demand": c.demand, "capacity": c.capacity, + "ratio": c.dcr, "passed": c.status != "FAIL", + } + except Exception: + pass + + # ── 3. Interaction (check_id=3) ────────────────────────────────────── + try: + c = by_id[3] + results_by_key["interaction"] = { + "demand": c.demand, "capacity": c.capacity, + "ratio": c.dcr, "passed": c.status != "FAIL", + } + except Exception: + pass + + # ── 4. LTB (check_id=4) ────────────────────────────────────────────── + try: + c = by_id[4] + results_by_key["ltb"] = { + "demand": c.demand, "capacity": c.capacity, + "ratio": c.dcr, "passed": c.status != "FAIL", + } + except Exception: + pass + + # ── 5. Deflection — worst of Live (id=5) and Total (id=6) ──────────── + try: + worst = None + for cid in (5, 6): + c = by_id.get(cid) + if c and (worst is None or c.dcr > worst.dcr): + worst = c + if worst: + results_by_key["deflection"] = { + "demand": worst.demand, "capacity": worst.capacity, + "ratio": worst.dcr, "passed": worst.status != "FAIL", + } + except Exception: + pass + + # ── 6. Fatigue — worst of Normal (id=7) and Shear (id=8) ───────────── + try: + worst = None + for cid in (7, 8): + c = by_id.get(cid) + if c and (worst is None or c.dcr > worst.dcr): + worst = c + if worst: + results_by_key["fatigue"] = { + "demand": worst.demand, "capacity": worst.capacity, + "ratio": worst.dcr, "passed": worst.status != "FAIL", + } + except Exception: + pass + + # ── 7. Stress Limitation (Cl.604.3.1) — computed inline ────────────── + try: + Ze_mm3 = ( + capacity.details.get("section_modulus", {}).get("Ze_mm3") + or capacity.details.get("sls_stress", {}).get("Ze_mm3") + or getattr(capacity, "Ze_mm3", None) + ) + if not Ze_mm3: + Ze_mm3 = getattr(capacity, "Zp_mm3", 1) or 1 + sigma_actual = demand.Mu_kNm * 1e6 / max(Ze_mm3, 1) + cap_stress = capacity.sigma_s_limit_MPa + if cap_stress > 0: + dcr = sigma_actual / cap_stress + results_by_key["stress"] = { + "demand": round(sigma_actual, 2), + "capacity": round(cap_stress, 2), + "ratio": round(dcr, 2), + "passed": _classify(dcr), + } + except Exception: + pass + + # ── 8. Longitudinal/Transverse Shear (Cl.606) — computed inline ────── + try: + n_studs = getattr(capacity, "n_studs_per_section", None) or 2 + demand_per_stud = demand.Vu_kN / n_studs + cap_stud = capacity.Qu_kN + if cap_stud > 0: + dcr = demand_per_stud / cap_stud + results_by_key["shear_long_trans"] = { + "demand": round(demand_per_stud, 2), + "capacity": round(cap_stud, 2), + "ratio": round(dcr, 2), + "passed": _classify(dcr), + } + except Exception: + pass + + # ── Apply results to card widgets ───────────────────────────────────── + self.design_results = list(results_by_key.values()) - def set_check_result(self, key: str, text: str): - """Write result text into the named check card output area; silently ignores unknown keys.""" - if key in self.check_outputs: - self.check_outputs[key].setPlainText(text) + for key, res in results_by_key.items(): + self._apply_card_result(key, res) + + self._refresh_summary() + + # ───────────────────────────────────────────────────────────────────────── + # CARD RENDERING HELPERS + # ───────────────────────────────────────────────────────────────────────── + + def _apply_card_result(self, key: str, res: dict) -> None: + """Populate a single card's value/DCR/bar/badge widgets from a result dict.""" + if key not in self.check_val_labels: + return - def clear_results(self): - """Clear all eight check output areas.""" - for output in self.check_outputs.values(): - output.clear() + demand = res.get("demand", 0.0) + capacity = res.get("capacity", 0.0) + ratio = res.get("ratio", 0.0) + passed = res.get("passed", False) + + rm = _RENDER_MAP.get(key, {}) + unit = rm.get("unit", "") + unit_str = f" {unit}" if unit else "" + + # Build value text (demand / capacity lines) + if key == "interaction": + val_text = ( + f"Md / Mr + " + f"Vd / Vr = {demand:.2f}" + ) + else: + dem_pfx = rm.get("dem_pfx", "Demand") + cap_pfx = rm.get("cap_pfx", "Capacity") + val_text = ( + f"{dem_pfx} = {demand:.2f}{unit_str}
" + f"{cap_pfx} = {capacity:.2f}{unit_str}" + ) + + dcr_text = f"DCR = {ratio:.2f}" + dcr_color = "#388E3C" if passed else "#D32F2F" + + # Set value label + val_lbl = self.check_val_labels[key] + val_lbl.setTextFormat(Qt.RichText) + val_lbl.setText(val_text) + + # Set DCR label + dcr_lbl = self.check_dcr_labels.get(key) + if dcr_lbl: + dcr_lbl.setText(dcr_text) + dcr_lbl.setStyleSheet( + f"font-size: 14px; font-weight: bold; color: {dcr_color}; " + "background: transparent; border: none;" + ) + + # Set utilization bar + bar = self.check_bars.get(key) + if bar: + bar.set_ratio(ratio) + + # Set badge + badge = self.check_badges.get(key) + if badge: + badge.set_pass() if passed else badge.set_fail() + + def _refresh_summary(self) -> None: + """Update the summary bar pass/fail counts and overall badge.""" + passed = sum(1 for r in self.design_results if r.get("passed")) + failed = len(self.design_results) - passed + if self.summary_passed_label: + self.summary_passed_label.setText(f"Passed: {passed}") + if self.summary_failed_label: + self.summary_failed_label.setText(f"Failed: {failed}") + if self.summary_badge: + if not self.design_results: + self.summary_badge.set_neutral() + elif failed == 0: + self.summary_badge.set_pass() + else: + self.summary_badge.set_fail() diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_details.py b/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_details.py index 1ff5019f4..9d499437e 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_details.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_details.py @@ -21,6 +21,21 @@ from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style from osdagbridge.desktop.ui.utils.styled_scroll_area import StyledScrollArea +# Greyed-out read-only style for combos mirroring the Output Dock selection. +_DISABLED_COMBO_STYLE = ( + "QComboBox {" + " background-color: #f0f0f0;" + " color: #888888;" + " border: 1px solid #cccccc;" + " border-radius: 5px;" + " padding: 1px 7px;" + " font-size: 11px;" + " min-height: 28px;" + "}" + "QComboBox::drop-down { border: none; width: 0px; }" + "QComboBox::down-arrow { width: 0px; height: 0px; }" +) + class NoScrollTable(QTableWidget): """QTableWidget that passes wheel events up to the parent scroll area.""" @@ -179,10 +194,14 @@ def _build_member_section(self): grid = self._make_grid() self.member_combo = NoScrollComboBox() - apply_field_style(self.member_combo) self.member_combo.setMinimumWidth(80) self.member_combo.setMinimumHeight(28) self.member_combo.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) + self.member_combo.setEnabled(False) + self.member_combo.setStyleSheet(_DISABLED_COMBO_STYLE) + self.member_combo.setToolTip( + "Change the member in the Output Dock \u2014 this field mirrors that selection." + ) self.grade_field = self._readonly_field() self.type_field = self._readonly_field() From 716839d1d614beb5052c0dae04d706221bfa64ea Mon Sep 17 00:00:00 2001 From: VT <75622110+VT69@users.noreply.github.com> Date: Sat, 25 Apr 2026 14:54:50 +0530 Subject: [PATCH 202/225] fix: Design Check tab reads already-computed results from backend - plategirderbridge.py: store _dcr_engine after run_design_check() - steel_design.py: read backend._dcr_engine instead of re-running pipeline (was using wrong attr 'bridge' -> None -> example bridge) - steel_design_check.py: remove inline shear_long_trans computation; cards without DCREngine check_id remain blank (matches Output Dock) - Rename DCR label to Utilization Ratio, fix unit/exponent rendering --- .../desktop/ui/dialogs/steel_design.py | 47 ++++++------ .../ui/dialogs/tabs/steel_design_check.py | 72 ++++++------------- 2 files changed, 43 insertions(+), 76 deletions(-) diff --git a/src/osdagbridge/desktop/ui/dialogs/steel_design.py b/src/osdagbridge/desktop/ui/dialogs/steel_design.py index c9ee7ade6..9bd16f6f1 100644 --- a/src/osdagbridge/desktop/ui/dialogs/steel_design.py +++ b/src/osdagbridge/desktop/ui/dialogs/steel_design.py @@ -447,43 +447,36 @@ def _on_tab_changed(self, index): def _run_design_checks(self) -> None: """ - Run the IRC 22:2015 pipeline and populate the Design Check tab. + Populate the Design Check tab from the already-computed DCR pipeline. - Uses live model data when available; falls back to a built-in - example bridge so the tab is never left blank. + Data sources (no re-computation): + - demand values → engine.demand (extracted from analysis_results.py) + - capacity / DCR → engine.capacity / engine.checks (computed in designer.py) - Guard: no-op when result_handler identity is unchanged. + The pipeline is executed once by PlateGirderBridge._run_dcr_checks() + during design(); this method simply reads the stored results. """ if self._checks_ran and (self._result_handler is self._last_handler): return - from osdagbridge.core.bridge_types.plate_girder.designer import ( - BridgeConfig, IRC22CapacityCalculator, DCREngine, - _example_demands, _extract_demands_from_analysis, - ) - try: - bridge = getattr(self._main_window, "bridge", None) - config = ( - BridgeConfig.from_plate_girder_bridge(bridge) - if bridge is not None - else BridgeConfig.example_33m_bridge() - ) + backend = getattr(self._main_window, "backend", None) + engine = getattr(backend, "_dcr_engine", None) if backend else None + if engine is None: + return - demand = ( - _extract_demands_from_analysis(self._result_handler) - if self._result_handler is not None - else _example_demands(config) + self.check_tab.populate_from_results( + engine.demand, engine.capacity, engine, ) - calculator = IRC22CapacityCalculator(config) - capacity = calculator.compute_all(Vu_kN=demand.Vu_kN) - - engine = DCREngine(demand, capacity) - engine.run_all_checks() - - self.check_tab.populate_from_results(demand, capacity, engine) - self.check_tab.set_girder_count(config.geometry.n_girders) + from osdagbridge.core.bridge_types.plate_girder.designer import BridgeConfig + bridge_cfg = ( + BridgeConfig.from_plate_girder_bridge(backend) + if backend is not None + else None + ) + if bridge_cfg is not None: + self.check_tab.set_girder_count(bridge_cfg.geometry.n_girders) self._checks_ran = True self._last_handler = self._result_handler diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_check.py b/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_check.py index 1f1cb625d..f2335ed7a 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_check.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_check.py @@ -51,7 +51,7 @@ ), "dem_pfx": "Md", "cap_pfx": "Mr", - "unit": "kN·m", + "unit": "kNm", }, "shear": { "eq": ( @@ -80,20 +80,23 @@ ), "dem_pfx": "Md", "cap_pfx": "Mcr", - "unit": "kN·m", + "unit": "kNm", }, "shear_long_trans": { + # IRC 22:2015 Cl.606.4.1 — Longitudinal shear flow at steel-concrete interface. + # Demand : VL (N/mm) — longitudinal shear flow + # Capacity: n_studs * Qu / spacing (N/mm) — stud resistance per unit length "eq": ( - "Vd ≤ Vrd
" - "Vrd = Vrd,c + Vrd,s
" - "Vrd,c = 0.18 · k · " - "(100fck)1/3 · b · d
" - "Vrd,s = (Asv · fy " - "· d) / s" + "VL ≤ n · Qu / s
" + "VL = Vd · Aec" + " · Y / Ic
" + "Qu = min(0.8fuA, " + "0.29αd²" + "√(fckEcm)) / γv" ), - "dem_pfx": "Vd", - "cap_pfx": "Vrd", - "unit": "kN", + "dem_pfx": "VL", + "cap_pfx": "nQu/s", + "unit": "N/mm", }, "fatigue": { "eq": ( @@ -553,6 +556,7 @@ def _build_check_card(self, key: str, title: str) -> QFrame: "font-size: 14px; font-weight: bold; color: #555; " "background: transparent; border: none;" ) + dcr_lbl.setToolTip("Utilization Ratio = Demand / Capacity (UR < 1.0 → PASS)") card_layout.addWidget(dcr_lbl) self.check_dcr_labels[key] = dcr_lbl @@ -714,43 +718,13 @@ def _classify(dcr: float) -> bool: except Exception: pass - # ── 7. Stress Limitation (Cl.604.3.1) — computed inline ────────────── - try: - Ze_mm3 = ( - capacity.details.get("section_modulus", {}).get("Ze_mm3") - or capacity.details.get("sls_stress", {}).get("Ze_mm3") - or getattr(capacity, "Ze_mm3", None) - ) - if not Ze_mm3: - Ze_mm3 = getattr(capacity, "Zp_mm3", 1) or 1 - sigma_actual = demand.Mu_kNm * 1e6 / max(Ze_mm3, 1) - cap_stress = capacity.sigma_s_limit_MPa - if cap_stress > 0: - dcr = sigma_actual / cap_stress - results_by_key["stress"] = { - "demand": round(sigma_actual, 2), - "capacity": round(cap_stress, 2), - "ratio": round(dcr, 2), - "passed": _classify(dcr), - } - except Exception: - pass - - # ── 8. Longitudinal/Transverse Shear (Cl.606) — computed inline ────── - try: - n_studs = getattr(capacity, "n_studs_per_section", None) or 2 - demand_per_stud = demand.Vu_kN / n_studs - cap_stud = capacity.Qu_kN - if cap_stud > 0: - dcr = demand_per_stud / cap_stud - results_by_key["shear_long_trans"] = { - "demand": round(demand_per_stud, 2), - "capacity": round(cap_stud, 2), - "ratio": round(dcr, 2), - "passed": _classify(dcr), - } - except Exception: - pass + # ── 7. Stress Limitation (Cl.604.3.1) ───────────────────────────────── + # ── 8. Resistance to Longitudinal and Transverse Shear (Cl.606.4.1) ── + # + # Neither check has a corresponding check_id in DCREngine (only IDs + # 1–8 are emitted). These cards intentionally remain blank — showing + # their governing equation only — until the engine adds the checks. + # This matches the Output Dock which shows 0 % for both. # ── Apply results to card widgets ───────────────────────────────────── self.design_results = list(results_by_key.values()) @@ -792,7 +766,7 @@ def _apply_card_result(self, key: str, res: dict) -> None: f"{cap_pfx} = {capacity:.2f}{unit_str}" ) - dcr_text = f"DCR = {ratio:.2f}" + dcr_text = f"Utilization Ratio = {ratio:.2f}" dcr_color = "#388E3C" if passed else "#D32F2F" # Set value label From 7dadfb04dd13ede327d86dd3a18b62f37d425763 Mon Sep 17 00:00:00 2001 From: VT <75622110+VT69@users.noreply.github.com> Date: Sat, 25 Apr 2026 15:13:56 +0530 Subject: [PATCH 203/225] style(ui): fix corrupted unicode characters in design check tab MIME-Version: 1.0 Content-Type: text/plain; charset=UTF-8 Content-Transfer-Encoding: 8bit - Replaced corrupted box-drawing characters and em-dashes in comments and docstrings with standard ASCII dashes - Standardized section dividers across the file to ensure consistent formatting and readability - Removed rendering artifacts that were displaying as 'âââââ' or similar on some platforms --- .../ui/dialogs/tabs/steel_design_check.py | 120 +++++++++--------- 1 file changed, 58 insertions(+), 62 deletions(-) diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_check.py b/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_check.py index f2335ed7a..3fb3acef1 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_check.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_check.py @@ -29,7 +29,7 @@ "WL", "EL", "IMF", "TL", ] -# 8 design checks from the screenshot — 2 columns × 4 rows +# 8 design checks from the screenshot - 2 columns - 4 rows DESIGN_CHECKS = [ ("flexure", "Strength Limit State (Flexure)"), ("shear_long_trans", "Resistance to Longitudinal and Transverse Shear"), @@ -83,9 +83,9 @@ "unit": "kNm", }, "shear_long_trans": { - # IRC 22:2015 Cl.606.4.1 — Longitudinal shear flow at steel-concrete interface. - # Demand : VL (N/mm) — longitudinal shear flow - # Capacity: n_studs * Qu / spacing (N/mm) — stud resistance per unit length + # IRC 22:2015 Cl.606.4.1 - Longitudinal shear flow at steel-concrete interface. + # Demand : VL (N/mm) - longitudinal shear flow + # Capacity: n_studs * Qu / spacing (N/mm) - stud resistance per unit length "eq": ( "VL ≤ n · Qu / s
" "VL = Vd · Aec" @@ -129,9 +129,9 @@ } -# ───────────────────────────────────────────────────────────────────────────── +# --------------------------------------------------------------------------- # Badge style definitions -# ───────────────────────────────────────────────────────────────────────────── +# --------------------------------------------------------------------------- _BADGE_STYLES = { "pass": ("PASS", "#1a7a4a", "#d4edda"), @@ -140,12 +140,12 @@ } -# ───────────────────────────────────────────────────────────────────────────── -# Inline widgets — UtilizationBar and StatusBadge -# ───────────────────────────────────────────────────────────────────────────── +# --------------------------------------------------------------------------- +# Inline widgets - UtilizationBar and StatusBadge +# --------------------------------------------------------------------------- class UtilizationBar(QWidget): - """Horizontal fill-bar showing demand/capacity ratio (0–1+).""" + """Horizontal fill-bar showing demand/capacity ratio (0-1+).""" def __init__(self, parent=None): super().__init__(parent) @@ -199,9 +199,9 @@ def set_neutral(self): self._apply("neutral") -# ───────────────────────────────────────────────────────────────────────────── +# --------------------------------------------------------------------------- # Main tab widget -# ───────────────────────────────────────────────────────────────────────────── +# --------------------------------------------------------------------------- class SteelDesignCheckTab(QWidget): """ @@ -228,12 +228,12 @@ class SteelDesignCheckTab(QWidget): """ def __init__(self, parent=None): - # Widget tracking dicts — one entry per card key - self.check_eq_labels = {} # key → equation QLabel - self.check_val_labels = {} # key → demand/capacity QLabel - self.check_dcr_labels = {} # key → DCR QLabel - self.check_bars = {} # key → UtilizationBar - self.check_badges = {} # key → StatusBadge + # Widget tracking dicts - one entry per card key + self.check_eq_labels = {} # key - equation QLabel + self.check_val_labels = {} # key - demand/capacity QLabel + self.check_dcr_labels = {} # key - DCR QLabel + self.check_bars = {} # key - UtilizationBar + self.check_badges = {} # key - StatusBadge self.summary_passed_label = None self.summary_failed_label = None @@ -242,7 +242,7 @@ def __init__(self, parent=None): super().__init__(parent) - # White background — consistent with other tabs. + # White background - consistent with other tabs. self.setStyleSheet("background-color: white;") main_layout = QVBoxLayout(self) @@ -258,13 +258,13 @@ def __init__(self, parent=None): container_layout.setContentsMargins(18, 6, 18, 12) container_layout.setSpacing(16) - # ── TOP BAR: Member ID + Load Combination in a bordered card ─────── + # - TOP BAR: Member ID + Load Combination in a bordered card - container_layout.addWidget(self._build_top_bar()) - # ── SUMMARY BAR: pass/fail counts + overall badge ───────────── + # - SUMMARY BAR: pass/fail counts + overall badge - container_layout.addWidget(self._build_summary_bar()) - # ── CHECK CARDS GRID: 2 columns ─────────────────────────────── + # - CHECK CARDS GRID: 2 columns - container_layout.addLayout(self._build_checks_grid()) container_layout.addStretch() @@ -272,10 +272,9 @@ def __init__(self, parent=None): scroll_area.setWidget(container) main_layout.addWidget(scroll_area) - # ───────────────────────────────────────────────────────────────────────── + # --------------------------------------------------------------------------- # SUMMARY BAR - # ───────────────────────────────────────────────────────────────────────── - + # --------------------------------------------------------------------------- def _build_summary_bar(self): """Build the Checks / Passed / Failed summary row with an overall badge.""" frame = QFrame() @@ -314,9 +313,9 @@ def _build_summary_bar(self): return frame - # —————————————————————————————————————————————————————————————————————————— - # HELPERS — exact copy from steel_design_details.py - # —————————————————————————————————————————————————————————————————————————— +# --------------------------------------------------------------------------- + # HELPERS - exact copy from steel_design_details.py +# --------------------------------------------------------------------------- def _section_card(self, title): """Return a borderless card QFrame with a bold title label and a QVBoxLayout.""" @@ -361,7 +360,7 @@ def _build_top_bar(self): Build the Member ID and Load Combination read-only mirror row. Returns a transparent container widget holding two equal-width individual - card frames — one per combo — matching the 'Component' / 'Display Location' + card frames - one per combo - matching the 'Component' / 'Display Location' card layout used in the Analysis Results tab: - each card: white bg, 1 px solid #b0b0b0, border-radius 6 px - bold section title at the top, combo below @@ -371,7 +370,7 @@ def _build_top_bar(self): where the user changes member / load combination; sync_from_output_dock() writes new selections in here programmatically. """ - # Shared card stylesheet — identical to comp_card / disp_card in Analysis tab. + # Shared card stylesheet - identical to comp_card / disp_card in Analysis tab. _CARD_STYLE = ( "QFrame#controlCard {" " background-color: white;" @@ -388,7 +387,7 @@ def _build_top_bar(self): " background: transparent; border: none;" ) - # Disabled combo: black border / #f4f4f4 bg, no arrow — non-interactive read-only. + # Disabled combo: black border / #f4f4f4 bg, no arrow - non-interactive read-only. self._DISABLED_COMBO_STYLE = ( "QComboBox {" " padding: 1px 7px;" @@ -403,7 +402,7 @@ def _build_top_bar(self): "QComboBox::down-arrow { width: 0px; height: 0px; image: none; }" ) - # Transparent row container — no border of its own. + # Transparent row container - no border of its own. container = QWidget() container.setStyleSheet("background: transparent;") container.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) @@ -411,7 +410,7 @@ def _build_top_bar(self): row.setContentsMargins(0, 0, 0, 0) row.setSpacing(16) # gap between the two cards (matches controls_row spacing) - # ── Member ID card ───────────────────────────────────────────────────── + # - Member ID card - member_card = QFrame() member_card.setObjectName("controlCard") member_card.setStyleSheet(_CARD_STYLE) @@ -436,7 +435,7 @@ def _build_top_bar(self): ) mc_layout.addWidget(self.member_combo) - # ── Load Combination card ────────────────────────────────────────────── + # - Load Combination card - load_card = QFrame() load_card.setObjectName("controlCard") load_card.setStyleSheet(_CARD_STYLE) @@ -466,10 +465,9 @@ def _build_top_bar(self): return container - # ───────────────────────────────────────────────────────────────────────── + # --------------------------------------------------------------------------- # CHECK CARDS GRID - # ───────────────────────────────────────────────────────────────────────── - + # --------------------------------------------------------------------------- def _build_checks_grid(self): """ 2-column grid of check cards. @@ -515,7 +513,7 @@ def _build_check_card(self, key: str, title: str) -> QFrame: card_layout.setContentsMargins(14, 12, 14, 12) card_layout.setSpacing(8) - # ── 1. Title ────────────────────────────────────────────────────────── + # - 1. Title - title_lbl = QLabel(title) title_lbl.setStyleSheet( "font-size: 13px; font-weight: bold; color: #000; " @@ -524,7 +522,7 @@ def _build_check_card(self, key: str, title: str) -> QFrame: title_lbl.setWordWrap(True) card_layout.addWidget(title_lbl) - # ── 2. Equation box (rich text) ─────────────────────────────────────── + # - 2. Equation box (rich text) - eq_lbl = QLabel() eq_lbl.setTextFormat(Qt.RichText) eq_lbl.setWordWrap(True) @@ -539,7 +537,7 @@ def _build_check_card(self, key: str, title: str) -> QFrame: card_layout.addWidget(eq_lbl) self.check_eq_labels[key] = eq_lbl - # ── 3. Value lines (demand / capacity) ─────────────────────────────── + # - 3. Value lines (demand / capacity) - val_lbl = QLabel() val_lbl.setTextFormat(Qt.RichText) val_lbl.setWordWrap(True) @@ -550,32 +548,31 @@ def _build_check_card(self, key: str, title: str) -> QFrame: card_layout.addWidget(val_lbl) self.check_val_labels[key] = val_lbl - # ── 4. DCR label ───────────────────────────────────────────────────── + # - 4. DCR label - dcr_lbl = QLabel() dcr_lbl.setStyleSheet( "font-size: 14px; font-weight: bold; color: #555; " "background: transparent; border: none;" ) - dcr_lbl.setToolTip("Utilization Ratio = Demand / Capacity (UR < 1.0 → PASS)") + dcr_lbl.setToolTip("Utilization Ratio = Demand / Capacity (UR < 1.0 - PASS)") card_layout.addWidget(dcr_lbl) self.check_dcr_labels[key] = dcr_lbl - # ── 5. Utilization bar ──────────────────────────────────────────────── + # - 5. Utilization bar - bar = UtilizationBar() card_layout.addWidget(bar) self.check_bars[key] = bar - # ── 6. Status badge ─────────────────────────────────────────────────── + # - 6. Status badge - badge = StatusBadge() card_layout.addWidget(badge, alignment=Qt.AlignLeft) self.check_badges[key] = badge return card - # ───────────────────────────────────────────────────────────────────────── + # --------------------------------------------------------------------------- # PUBLIC API - # ───────────────────────────────────────────────────────────────────────── - + # --------------------------------------------------------------------------- def set_girder_count(self, count): """Repopulate the Member ID combo with 'All' plus one entry per girder.""" self.member_combo.clear() @@ -629,7 +626,7 @@ def populate_from_results( Populate all 8 design-check cards from IRC 22:2015 pipeline output. Called by steel_design.py ``_run_design_checks()``. - Each card is populated independently — a failure in one card never + Each card is populated independently - a failure in one card never prevents the others from rendering. Parameters @@ -648,7 +645,7 @@ def _classify(dcr: float) -> bool: # Build a result dict for each card via the DCREngine checks results_by_key: dict[str, dict] = {} - # ── 1. Flexure (check_id=1) ────────────────────────────────────────── + # - 1. Flexure (check_id=1) - try: c = by_id[1] results_by_key["flexure"] = { @@ -658,7 +655,7 @@ def _classify(dcr: float) -> bool: except Exception: pass - # ── 2. Shear (check_id=2) ──────────────────────────────────────────── + # - 2. Shear (check_id=2) - try: c = by_id[2] results_by_key["shear"] = { @@ -668,7 +665,7 @@ def _classify(dcr: float) -> bool: except Exception: pass - # ── 3. Interaction (check_id=3) ────────────────────────────────────── + # - 3. Interaction (check_id=3) - try: c = by_id[3] results_by_key["interaction"] = { @@ -678,7 +675,7 @@ def _classify(dcr: float) -> bool: except Exception: pass - # ── 4. LTB (check_id=4) ────────────────────────────────────────────── + # - 4. LTB (check_id=4) - try: c = by_id[4] results_by_key["ltb"] = { @@ -688,7 +685,7 @@ def _classify(dcr: float) -> bool: except Exception: pass - # ── 5. Deflection — worst of Live (id=5) and Total (id=6) ──────────── + # - 5. Deflection - worst of Live (id=5) and Total (id=6) - try: worst = None for cid in (5, 6): @@ -703,7 +700,7 @@ def _classify(dcr: float) -> bool: except Exception: pass - # ── 6. Fatigue — worst of Normal (id=7) and Shear (id=8) ───────────── + # - 6. Fatigue - worst of Normal (id=7) and Shear (id=8) - try: worst = None for cid in (7, 8): @@ -718,15 +715,15 @@ def _classify(dcr: float) -> bool: except Exception: pass - # ── 7. Stress Limitation (Cl.604.3.1) ───────────────────────────────── - # ── 8. Resistance to Longitudinal and Transverse Shear (Cl.606.4.1) ── + # - 7. Stress Limitation (Cl.604.3.1) - + # - 8. Resistance to Longitudinal and Transverse Shear (Cl.606.4.1) - # # Neither check has a corresponding check_id in DCREngine (only IDs - # 1–8 are emitted). These cards intentionally remain blank — showing - # their governing equation only — until the engine adds the checks. + # 1-8 are emitted). These cards intentionally remain blank - showing + # their governing equation only - until the engine adds the checks. # This matches the Output Dock which shows 0 % for both. - # ── Apply results to card widgets ───────────────────────────────────── + # - Apply results to card widgets - self.design_results = list(results_by_key.values()) for key, res in results_by_key.items(): @@ -734,10 +731,9 @@ def _classify(dcr: float) -> bool: self._refresh_summary() - # ───────────────────────────────────────────────────────────────────────── + # --------------------------------------------------------------------------- # CARD RENDERING HELPERS - # ───────────────────────────────────────────────────────────────────────── - + # --------------------------------------------------------------------------- def _apply_card_result(self, key: str, res: dict) -> None: """Populate a single card's value/DCR/bar/badge widgets from a result dict.""" if key not in self.check_val_labels: From 37658fb62e33d152df6b87c7bae0dcfca4cd8fcf Mon Sep 17 00:00:00 2001 From: VT <75622110+VT69@users.noreply.github.com> Date: Sun, 26 Apr 2026 00:38:22 +0530 Subject: [PATCH 204/225] Steeel Design Check: Equations shift from HTML --> Matplotlib's Mathtext --- .../bridge_types/plate_girder/graph_engine.py | 55 +++--- .../plate_girder/plategirderbridge.py | 16 +- .../desktop/ui/dialogs/steel_design.py | 5 +- .../ui/dialogs/tabs/steel_design_check.py | 172 +++++++++++++++++- 4 files changed, 195 insertions(+), 53 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/graph_engine.py b/src/osdagbridge/core/bridge_types/plate_girder/graph_engine.py index e563d5454..bf14c6d6f 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/graph_engine.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/graph_engine.py @@ -1626,52 +1626,41 @@ def _add(val): def _render_x_scale(self, ax, xs: np.ndarray) -> None: """ - Place x-axis ticks at human-friendly round-number intervals. - Selects the interval from [1, 2, 5, 10, 20, 25, 50] m such that - 4–6 ticks appear for any span. First and last span positions are - always shown. Tick labels: '0 m', '10 m', etc. + Place x-axis ticks at exactly 4 equal intervals across the span. + First and last span positions are always shown. """ if len(xs) == 0: return - import math - span = float(xs[-1] - xs[0]) x_start = float(xs[0]) x_end = float(xs[-1]) - # Pick smallest "nice" step that produces at most 6 intervals - nice_steps = [1, 2, 5, 10, 20, 25, 50] - step = nice_steps[-1] # safe default - for s in nice_steps: - if span / s <= 6: - step = s - break - - # Build ticks from the first multiple of step >= x_start - first = math.ceil(x_start / step) * step - ticks = [] - t = first - while t <= x_end + 1e-9: - ticks.append(round(t, 9)) - t += step - - # Always include span endpoints - if not ticks or abs(ticks[0] - x_start) > 1e-6: - ticks.insert(0, x_start) - if not ticks or abs(ticks[-1] - x_end) > 1e-6: - ticks.append(x_end) - - # Deduplicate and sort + # Divide whole length into 4 equal parts + step = span / 4.0 + + ticks = [ + x_start, + x_start + step, + x_start + 2.0 * step, + x_start + 3.0 * step, + x_end + ] + + # Deduplicate and sort (in case span is zero) ticks = sorted(set(round(v, 6) for v in ticks)) # Format labels - all_int = all(abs(v - round(v)) < 1e-6 for v in ticks) - fmt = "{:.0f} m" if all_int else "{:.1f} m" + labels = [] + for t in ticks: + val_str = f"{t:.3f}".rstrip("0").rstrip(".") + if not val_str: + val_str = "0" + labels.append(f"{val_str} m") ax.set_xticks(ticks) ax.set_xticklabels( - [fmt.format(t) for t in ticks], + labels, fontsize=_STYLE["scale_fontsize"], color=_STYLE["label_color"], fontfamily=_STYLE.get("fontfamily", "sans-serif"), @@ -1760,7 +1749,7 @@ def show_blank_state(self, canvas, message: Optional[str] = None) -> None: display_message = ( message if message is not None - else "Run the analysis first to see results." + else "Please run the design analysis to view results." ) for ax in (self.ax_scheme, self.ax_bmd, self.ax_sfd, self.ax_defl): diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py index 9f7800e15..6abe31b3e 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py @@ -699,13 +699,15 @@ def _run_dcr_checks(self, dataset) -> None: def get_results_dataset(self): """Return the xarray Dataset of analysis results.""" + if self.grillage_model.model is None: + return None return self.grillage_model.model.get_results() # ───────────────────────────────────────────────────────────────────────── # 2-D analysis result factory # ───────────────────────────────────────────────────────────────────────── - def get_result_handler(self) -> PlateGirderAnalysisResults: + def get_result_handler(self) -> PlateGirderAnalysisResults | None: """ Build and return a PlateGirderAnalysisResults bound to the current analysis dataset and grillage model. @@ -717,15 +719,9 @@ def get_result_handler(self) -> PlateGirderAnalysisResults: Returns ------- - PlateGirderAnalysisResults + PlateGirderAnalysisResults or None A fully initialised result handler ready to be injected into a - GirderGraphEngine. - - Raises - ------ - RuntimeError - Propagated from get_results_dataset() when analyze() has not yet - been called and no dataset is available. + GirderGraphEngine, or None if analysis has not been run. Notes ----- @@ -736,6 +732,8 @@ def get_result_handler(self) -> PlateGirderAnalysisResults: explicitly to build_graph_engine(). """ results = self.get_results_dataset() + if results is None: + return None return PlateGirderAnalysisResults( dataset=results, bridge=self.grillage_model, diff --git a/src/osdagbridge/desktop/ui/dialogs/steel_design.py b/src/osdagbridge/desktop/ui/dialogs/steel_design.py index 9bd16f6f1..65eee4da9 100644 --- a/src/osdagbridge/desktop/ui/dialogs/steel_design.py +++ b/src/osdagbridge/desktop/ui/dialogs/steel_design.py @@ -432,10 +432,7 @@ def _on_tab_changed(self, index): return if self._result_handler is None: - self.graph_engine.show_blank_state( - self.canvas, - "Run Design first to see analysis results." - ) + self.graph_engine.show_blank_state(self.canvas) return if not self._data_initialized: diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_check.py b/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_check.py index 3fb3acef1..0d772c220 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_check.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_check.py @@ -11,6 +11,11 @@ QSizePolicy, ) from PySide6.QtCore import Qt +from PySide6.QtGui import QPixmap, QImage + +import io +from matplotlib.figure import Figure +from matplotlib.backends.backend_agg import FigureCanvasAgg from osdagbridge.desktop.ui.docks.output_dock import ( NoScrollComboBox, @@ -129,6 +134,138 @@ } +# --------------------------------------------------------------------------- +# Matplotlib mathtext strings — one list per check key. +# Each string in the list becomes one rendered line in the equation box. +# Syntax: matplotlib mathtext (large subset of AMS LaTeX). +# --------------------------------------------------------------------------- +_MATHTEXT_MAP: dict[str, list[str]] = { + "flexure": [ + r"$M_d \leq M_r$", + r"$M_r = \beta_b \cdot Z_p \cdot f_y \;/\; \gamma_m$", + ], + "shear": [ + r"$V_d \leq V_r$", + r"$V_r = \dfrac{A_v \cdot f_y}{\sqrt{3} \cdot \gamma_m}$", + ], + "interaction": [ + r"$\dfrac{M_d}{\beta_b Z_p f_y / \gamma_m}" + r" + \dfrac{V_d}{A_v f_y / (\sqrt{3}\,\gamma_m)} \leq 1.0$", + ], + "ltb": [ + r"$M_d \leq M_{cr}$", + r"$M_{cr} \approx \dfrac{\pi^2 E \, I_y}{L_{LTB}^{\,2}}$", + ], + "shear_long_trans": [ + r"$V_L \leq n \cdot Q_u \;/\; s$", + r"$V_L = V_d \cdot A_{ec} \cdot Y \;/\; I_c$", + r"$Q_u = \min\!\left(0.8\,f_u A,\;" + r"0.29\,\alpha\,d^2\sqrt{f_{ck}\,E_{cm}}\right)/\gamma_v$", + ], + "fatigue": [ + r"$\Delta\sigma \leq \Delta\sigma_{allowable}$", + r"$\Delta\sigma_{allowable} = \Delta\sigma_C \;/\; \gamma_{mf}$", + ], + "stress": [ + r"$\sigma = M_d \;/\; Z$", + r"$\sigma \leq f_y \;/\; \gamma_m$", + ], + "deflection": [ + r"$\delta \leq L \;/\; x$", + r"$(\mathrm{Default}\; x = 600)$", + ], +} + +def _render_mathtext_pixmap( + lines: list[str], + *, + font_size: float = 9, + dpi: int = 110, + text_color: str = "#2E3B4E", + bg_color: str = "#F8F9FA", + h_pad_in: float = 0.12, + v_pad_in: float = 0.10, + line_gap_in: float = 0.32, +) -> QPixmap: + """ + Render a list of matplotlib mathtext strings into a single QPixmap. + + Lines are stacked vertically with even spacing. The figure is sized to + fit the content tightly; the caller is responsible for placing the pixmap + inside a QLabel that provides the grey background frame. + + Parameters + ---------- + lines : list of mathtext strings, each wrapped in ``$...$`` + font_size : points; 11.5 matches the surrounding 13 px UI font at 96 dpi + dpi : dots per inch for rasterisation + text_color : hex colour string matching the existing equation box style + bg_color : figure background; should match the QLabel background colour + h_pad_in : left/right margin in inches + v_pad_in : top/bottom margin in inches + line_gap_in : vertical gap between lines in inches + + Returns + ------- + QPixmap — transparent if rendering fails (caller falls back to HTML). + + Raises + ------ + Never raises. Returns an empty QPixmap on any error. + """ + if not lines: + return QPixmap() + + n = len(lines) + # Estimate figure height: n lines + (n-1) gaps + top/bottom padding + fig_h = n * line_gap_in + (n - 1) * (line_gap_in * 0.15) + 2 * v_pad_in + # Width will be determined by bbox_inches="tight"; start with a sensible default + fig_w = 4.8 + + fig = Figure(figsize=(fig_w, fig_h), dpi=dpi, facecolor=bg_color) + fig.patch.set_facecolor(bg_color) + + try: + for i, expr in enumerate(lines): + # y position: distribute evenly from top (1.0) to bottom (0.0) + y = 1.0 - (i + 0.5) / n + fig.text( + 0.5, y, + expr, + ha="center", + va="center", + fontsize=font_size, + color=text_color, + usetex=False, # matplotlib mathtext, NOT system LaTeX + ) + + canvas = FigureCanvasAgg(fig) + canvas.draw() + + buf = io.BytesIO() + fig.savefig( + buf, + format="png", + dpi=dpi, + bbox_inches="tight", + facecolor=bg_color, + pad_inches=v_pad_in, + ) + buf.seek(0) + data = buf.read() + + except Exception: + return QPixmap() + finally: + import matplotlib.pyplot as _plt + _plt.close(fig) # prevent memory accumulation across 8 cards + + pixmap = QPixmap() + if not pixmap.loadFromData(data, "PNG"): + return QPixmap() + return pixmap + + # --------------------------------------------------------------------------- # Badge style definitions # --------------------------------------------------------------------------- @@ -522,18 +659,39 @@ def _build_check_card(self, key: str, title: str) -> QFrame: title_lbl.setWordWrap(True) card_layout.addWidget(title_lbl) - # - 2. Equation box (rich text) - + # - 2. Equation box (mathtext pixmap or HTML fallback) - eq_lbl = QLabel() - eq_lbl.setTextFormat(Qt.RichText) - eq_lbl.setWordWrap(True) + eq_lbl.setAlignment(Qt.AlignCenter) eq_lbl.setStyleSheet( - "font-family: 'Cambria Math', 'Times New Roman', serif; " - "font-size: 13px; color: #2E3B4E; " "background-color: #F8F9FA; border: 1px solid #E4E7EB; " "border-radius: 4px; padding: 6px;" ) - eq_text = _RENDER_MAP.get(key, {}).get("eq", "") - eq_lbl.setText(eq_text) + + math_lines = _MATHTEXT_MAP.get(key, []) + _pixmap_set = False + + if math_lines: + try: + pixmap = _render_mathtext_pixmap(math_lines) + if not pixmap.isNull(): + eq_lbl.setPixmap(pixmap) + _pixmap_set = True + except Exception: + pass + + if not _pixmap_set: + # Graceful fallback: render using original HTML if mathtext fails + eq_lbl.setTextFormat(Qt.RichText) + eq_lbl.setWordWrap(True) + eq_lbl.setStyleSheet( + "font-family: 'Cambria Math', 'Times New Roman', serif; " + "font-size: 13px; color: #2E3B4E; " + "background-color: #F8F9FA; border: 1px solid #E4E7EB; " + "border-radius: 4px; padding: 6px;" + ) + eq_text = _RENDER_MAP.get(key, {}).get("eq", "") + eq_lbl.setText(eq_text) + card_layout.addWidget(eq_lbl) self.check_eq_labels[key] = eq_lbl From cc146de921508a9892a27af2ab450bb926c24c4b Mon Sep 17 00:00:00 2001 From: VT <75622110+VT69@users.noreply.github.com> Date: Thu, 30 Apr 2026 19:18:46 +0530 Subject: [PATCH 205/225] Member id & lc shift --- .../desktop/ui/dialogs/steel_design.py | 309 +++++++++++++----- .../ui/dialogs/tabs/steel_design_analysis.py | 38 +-- .../ui/dialogs/tabs/steel_design_check.py | 123 +------ .../ui/dialogs/tabs/steel_design_details.py | 18 +- 4 files changed, 233 insertions(+), 255 deletions(-) diff --git a/src/osdagbridge/desktop/ui/dialogs/steel_design.py b/src/osdagbridge/desktop/ui/dialogs/steel_design.py index 65eee4da9..53243b69f 100644 --- a/src/osdagbridge/desktop/ui/dialogs/steel_design.py +++ b/src/osdagbridge/desktop/ui/dialogs/steel_design.py @@ -9,6 +9,7 @@ from osdagbridge.desktop.ui.dialogs.tabs.steel_design_details import SteelDesignDetailsTab from osdagbridge.desktop.ui.dialogs.tabs.steel_design_analysis import SteelDesignAnalysisTab from osdagbridge.desktop.ui.dialogs.tabs.steel_design_check import SteelDesignCheckTab +from osdagbridge.desktop.ui.docks.output_dock import NoScrollComboBox import numpy as np from matplotlib.figure import Figure @@ -144,6 +145,7 @@ def init_ui(self): self.tabs.addTab(self.analysis_tab, "Analysis Results") self.tabs.addTab(self.check_tab, "Design Check") + main_layout.addWidget(self._build_global_selection_bar()) main_layout.addWidget(self.tabs) if hasattr(self._main_window, "cad_state"): @@ -152,6 +154,127 @@ def init_ui(self): # Inject the matplotlib canvas into the Analysis Results tab self._setup_analysis_plots() + def _build_global_selection_bar(self): + """Build the global Member ID and Load Combination bar.""" + # Shared card stylesheet + _CARD_STYLE = ( + "QFrame#controlCard {" + " background-color: white;" + " border: 1px solid #b0b0b0;" + " border-radius: 6px;" + "}" + "QFrame#controlCard > QLabel {" + " border: none;" + " background: transparent;" + "}" + ) + _TITLE_STYLE = ( + "font-size: 13px; color: #2B2B2B; font-weight: bold;" + " background: transparent; border: none;" + ) + _COMBO_STYLE = """ + QComboBox { + padding: 1px 7px; + border: 1px solid black; + border-radius: 5px; + background-color: white; + color: black; + font-size: 11px; + min-height: 28px; + } + QComboBox::drop-down { + subcontrol-origin: padding; + subcontrol-position: top right; + border-left: 0px; + } + QComboBox::down-arrow { + image: url(:/vectors/arrow_down_light.svg); + width: 20px; + height: 20px; + margin-right: 8px; + } + QComboBox::down-arrow:on { + image: url(:/vectors/arrow_up_light.svg); + width: 20px; + height: 20px; + margin-right: 8px; + } + QComboBox QAbstractItemView { + background-color: white; + border: 1px solid black; + outline: none; + } + QComboBox QAbstractItemView::item { + color: black; + background-color: white; + border: 1px solid white; + border-radius: 0; + padding: 2px; + } + QComboBox QAbstractItemView::item:hover { + border: 1px solid #90AF13; + background-color: #90AF13; + color: black; + } + QComboBox QAbstractItemView::item:selected { + background-color: #90AF13; + color: black; + border: 1px solid #90AF13; + } + """ + + container = QWidget() + container.setStyleSheet("background: transparent;") + container.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) + row = QHBoxLayout(container) + row.setContentsMargins(0, 0, 0, 6) + row.setSpacing(16) + + # - Member ID card - + member_card = QFrame() + member_card.setObjectName("controlCard") + member_card.setStyleSheet(_CARD_STYLE) + member_card.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) + + mc_layout = QVBoxLayout(member_card) + mc_layout.setContentsMargins(23, 10, 14, 12) + mc_layout.setSpacing(4) + + member_title = QLabel("Member ID") + member_title.setStyleSheet(_TITLE_STYLE) + mc_layout.addWidget(member_title) + + self.member_combo = NoScrollComboBox() + self.member_combo.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) + self.member_combo.setFixedHeight(28) + self.member_combo.setStyleSheet(_COMBO_STYLE) + mc_layout.addWidget(self.member_combo) + + # - Load Combination card - + load_card = QFrame() + load_card.setObjectName("controlCard") + load_card.setStyleSheet(_CARD_STYLE) + load_card.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) + + lc_layout = QVBoxLayout(load_card) + lc_layout.setContentsMargins(23, 10, 14, 12) + lc_layout.setSpacing(4) + + load_title = QLabel("Load Combination") + load_title.setStyleSheet(_TITLE_STYLE) + lc_layout.addWidget(load_title) + + self.load_combo = NoScrollComboBox() + self.load_combo.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) + self.load_combo.setFixedHeight(28) + self.load_combo.setStyleSheet(_COMBO_STYLE) + lc_layout.addWidget(self.load_combo) + + row.addWidget(member_card, 1) + row.addWidget(load_card, 1) + + return container + def _setup_analysis_plots(self): """ Build and inject the matplotlib figure canvas into the Analysis Results tab. @@ -337,9 +460,9 @@ def _setup_analysis_plots(self): # ── Signal wiring ───────────────────────────────────────────────────── self.tabs.currentChanged.connect(self._on_tab_changed) - # NOTE: member_combo and load_combo in analysis_tab are disabled (read-only - # mirrors of the Output Dock). Their signals are NOT connected here — - # selections are pushed programmatically via sync_from_output_dock(). + # NOTE: member_combo and load_combo are now fully interactive + self.member_combo.currentIndexChanged.connect(self._update_analysis_plots) + self.load_combo.currentIndexChanged.connect(self._on_load_combo_changed) if hasattr(self.analysis_tab, "component_combo"): self.analysis_tab.component_combo.currentIndexChanged.connect(self._update_analysis_plots) self.analysis_tab.component_combo.currentIndexChanged.connect( @@ -361,60 +484,7 @@ def _setup_analysis_plots(self): # ── UI initialisation state ─────────────────────────────────────────── self._data_initialized = False - # ========================================================================= - # OUTPUT DOCK SYNC - # ========================================================================= - def sync_from_output_dock( - self, - member_display: str | None = None, - load_case: str | None = None, - ) -> None: - """ - Called by the Output Dock to push the currently active member and load - combination into all three tabs. - - The combos in every tab are disabled (not user-editable). This is the - single authoritative write path — it temporarily bypasses the disabled - state, writes the value, then re-disables the widget so the next - mouse-click cannot change it. - """ - def _set_combo(combo, text: str) -> None: - """Write *text* into a possibly-disabled QComboBox without enabling it.""" - combo.blockSignals(True) - combo.setEnabled(True) - idx = combo.findText(text) - if idx >= 0: - combo.setCurrentIndex(idx) - else: - # Value not in list — add it transiently so it is visible. - combo.insertItem(0, text) - combo.setCurrentIndex(0) - combo.setEnabled(False) - combo.blockSignals(False) - - # ── Analysis tab ────────────────────────────────────────────────────── - if member_display is not None: - _set_combo(self.analysis_tab.member_combo, member_display) - if load_case is not None: - _set_combo(self.analysis_tab.load_combo, load_case) - - # ── Design Check tab ────────────────────────────────────────────────── - if member_display is not None: - _set_combo(self.check_tab.member_combo, member_display) - if load_case is not None: - _set_combo(self.check_tab.load_combo, load_case) - - # ── Details tab (member only, no load combo) ────────────────────────── - if member_display is not None: - _set_combo(self.details_tab.member_combo, member_display) - - # Refresh analysis plot for the newly selected member / load case - self._update_analysis_plots() - - # ========================================================================= - # EVENT HANDLERS - # ========================================================================= def _on_tab_changed(self, index): """ @@ -444,15 +514,20 @@ def _on_tab_changed(self, index): def _run_design_checks(self) -> None: """ - Populate the Design Check tab from the already-computed DCR pipeline. + Populate the Design Check tab. - Data sources (no re-computation): - - demand values → engine.demand (extracted from analysis_results.py) - - capacity / DCR → engine.capacity / engine.checks (computed in designer.py) - - The pipeline is executed once by PlateGirderBridge._run_dcr_checks() - during design(); this method simply reads the stored results. + On the first visit the stored engine from PlateGirderBridge._run_dcr_checks() + is used. On subsequent visits (after member/LC changes) the dynamically + re-computed engine from _update_design_checks_for_member() is preferred. """ + # If a dynamic engine was already computed for the current selection, use it. + if getattr(self, "_dynamic_dcr_engine", None) is not None: + engine = self._dynamic_dcr_engine + self.check_tab.populate_from_results( + engine.demand, engine.capacity, engine, + ) + return + if self._checks_ran and (self._result_handler is self._last_handler): return @@ -466,15 +541,6 @@ def _run_design_checks(self) -> None: engine.demand, engine.capacity, engine, ) - from osdagbridge.core.bridge_types.plate_girder.designer import BridgeConfig - bridge_cfg = ( - BridgeConfig.from_plate_girder_bridge(backend) - if backend is not None - else None - ) - if bridge_cfg is not None: - self.check_tab.set_girder_count(bridge_cfg.geometry.n_girders) - self._checks_ran = True self._last_handler = self._result_handler @@ -485,6 +551,86 @@ def _run_design_checks(self) -> None: "shear_long_trans", "fatigue", "stress", "deflection"): self.check_tab.set_check_result(key, err) + def _update_design_checks_for_member(self, member_key: str) -> None: + """ + Re-run the DCR pipeline for the selected girder member. + + Imports and calls classes from designer.py (read-only — no modifications + to that module). The pipeline is: + 1. BridgeConfig from backend + 2. DemandExtractor.from_analysis_results() for the specific girder + 3. IRC22CapacityCalculator.compute_all() + 4. DCREngine.run_all_checks() + 5. check_tab.populate_from_results() + """ + try: + backend = getattr(self._main_window, "backend", None) + if backend is None or self._result_handler is None: + return + + from osdagbridge.core.bridge_types.plate_girder.designer import ( + BridgeConfig, + DemandExtractor, + IRC22CapacityCalculator, + DCREngine, + _composite_stiffness_ratio, + ) + + # Step 1: BridgeConfig + config = BridgeConfig.from_plate_girder_bridge(backend) + + # Step 2: Resolve girder elements/nodes for the selected member + girders, _ = self._result_handler.build_girders(verbose=False) + girder_info = girders.get(member_key) + if girder_info is None: + # member_key not found — keep the existing checks + return + + element_ids = list(girder_info.get("elements", [])) + node_ids = list(girder_info.get("path", [])) + if not element_ids: + return + + # Step 3: Extract demands for this specific girder + Ze_steel_mm3 = float(config.section.Ze_steel) + Aw_mm2 = float(config.section.Aw) + Nsc = int(config.fatigue.Nsc) + ratio = _composite_stiffness_ratio(config) + + demand = DemandExtractor.from_analysis_results( + results=self._result_handler, + element_ids=element_ids, + node_ids=node_ids, + Ze_steel_mm3=Ze_steel_mm3, + Aw_mm2=Aw_mm2, + Nsc=Nsc, + member_name=member_key, + stiffness_ratio=ratio, + ) + + # Step 4: Compute capacity + calculator = IRC22CapacityCalculator(config) + capacity = calculator.compute_all( + Vu_kN=demand.Vu_kN, + stress_range_MPa=demand.stress_range_MPa, + ) + + # Step 5: Run DCR checks + engine = DCREngine(demand, capacity) + engine.run_all_checks() + + # Store the dynamic engine so _run_design_checks uses it + self._dynamic_dcr_engine = engine + + # Step 6: Update the Design Check tab + self.check_tab.populate_from_results( + engine.demand, engine.capacity, engine, + ) + + except Exception: + import traceback + traceback.print_exc() + @property def _interaction_mode(self) -> str: """Return the active display mode based on radio button selection.""" @@ -582,7 +728,7 @@ def _on_load_combo_changed(self, index: int) -> None: the selection to the next real load case in the appropriate direction, then delegates to ``_update_analysis_plots``. """ - combo = self.analysis_tab.load_combo + combo = self.load_combo model = combo.model() n = combo.count() @@ -631,13 +777,11 @@ def _girder_display_name(key: str, idx: int) -> str: return f"Girder {key[1:]}" return key # fallback: show raw key - combo = self.analysis_tab.member_combo + combo = self.member_combo combo.blockSignals(True) - combo.setEnabled(True) # temporarily enable to allow writes combo.clear() for idx, key in enumerate(self.graph_engine.get_girder_keys()): combo.addItem(_girder_display_name(key, idx), userData=key) - combo.setEnabled(False) # restore disabled/read-only state combo.blockSignals(False) # ── Category-header helper ──────────────────────────────────────────────── @@ -679,7 +823,7 @@ def _populate_load_combo(self): added when it contains at least one item. The first real (selectable) load case is selected after population. """ - combo = self.analysis_tab.load_combo + combo = self.load_combo classified = self.graph_engine.get_classified_loadcases() dead_lcs = classified.get("dead", []) @@ -693,7 +837,6 @@ def _populate_load_combo(self): dead_lcs = [preferred] + dead_lcs combo.blockSignals(True) - combo.setEnabled(True) # temporarily enable to allow writes combo.clear() first_selectable_idx = None @@ -728,9 +871,10 @@ def _populate_load_combo(self): elif combo.count() > 0: combo.setCurrentIndex(0) - combo.setEnabled(False) # restore disabled/read-only state combo.blockSignals(False) + + # ========================================================================= # PLOT RENDERING # ========================================================================= @@ -747,9 +891,9 @@ def _update_analysis_plots(self, *_args): engine.show_blank_state(self.canvas) return - combo = self.analysis_tab.member_combo + combo = self.member_combo member_key = combo.currentData() or combo.currentText() - loadcase = self.analysis_tab.load_combo.currentText() + loadcase = self.load_combo.currentText() # Reject header/separator items (they start with '──') if not loadcase or loadcase.startswith(_COMBO_HEADER_PREFIX): @@ -853,6 +997,9 @@ def _update_analysis_plots(self, *_args): self._update_value_fields(self._current_max_dict, max_keys) self._on_interaction_mode_changed() + # Re-run design checks for the newly selected member / loadcase + self._update_design_checks_for_member(member_key) + # ========================================================================= # UI UPDATE HELPERS # ========================================================================= diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_analysis.py b/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_analysis.py index 077f763eb..f72a11d17 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_analysis.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_analysis.py @@ -319,35 +319,6 @@ def _build_left_panel(self): layout.setContentsMargins(0, 0, 0, 0) layout.setSpacing(10) - # ── Selection card ──────────────────────────────────────────── - sel_card = self._card_frame() - sel_layout = QVBoxLayout(sel_card) - # Left margin = 23 to match effective indent of Results group box fields: - # Results: card_L(12) + groupbox_border(1) + groupbox_margin_L(10) = 23px - sel_layout.setContentsMargins(23, 10, 14, 12) - sel_layout.setSpacing(8) - sel_layout.addWidget(self._section_title("Select Member")) - - self.member_combo = self._styled_combo() - self.member_combo.addItems(["All", "Girder 1", "Girder 2"]) - self.member_combo.setEnabled(False) - self.member_combo.setStyleSheet(_DISABLED_COMBO_STYLE) - self.member_combo.setToolTip( - "Change the member in the Output Dock \u2014 this field mirrors that selection." - ) - - self.load_combo = self._styled_combo() - self.load_combo.addItems(LOAD_COMBINATIONS) - self.load_combo.setEnabled(False) - self.load_combo.setStyleSheet(_DISABLED_COMBO_STYLE) - self.load_combo.setToolTip( - "Change the load combination in the Output Dock \u2014 this field mirrors that selection." - ) - - self._form_row("Member ID:", self.member_combo, sel_layout) - self._form_row("Load Combination:", self.load_combo, sel_layout) - - layout.addWidget(sel_card) # ── Results card ────────────────────────────────────────────── res_card = self._card_frame() @@ -596,10 +567,7 @@ def update_rhs_labels(self, component_index): self.lbl_v.setText("Fx (kN)") self.lbl_d.setText("Dx (mm)") - def set_girder_count(self, count): - """Repopulate member_combo with 'Girder 1' … 'Girder N' entries.""" - self.member_combo.clear() - self.member_combo.addItems(["All"] + [f"Girder {i}" for i in range(1, count + 1)]) + def load_data(self, cad_state: dict): """ @@ -608,10 +576,6 @@ def load_data(self, cad_state: dict): """ if not cad_state: return - try: - self.set_girder_count(int(cad_state.get("no_of_girders", 2))) - except (ValueError, TypeError): - pass for key, field in self.result_fields.items(): field.setText(str(cad_state.get(key, ""))) for key, field in self.x_fields.items(): diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_check.py b/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_check.py index 0d772c220..e0ed58018 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_check.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_check.py @@ -395,8 +395,7 @@ def __init__(self, parent=None): container_layout.setContentsMargins(18, 6, 18, 12) container_layout.setSpacing(16) - # - TOP BAR: Member ID + Load Combination in a bordered card - - container_layout.addWidget(self._build_top_bar()) + # - SUMMARY BAR: pass/fail counts + overall badge - container_layout.addWidget(self._build_summary_bar()) @@ -492,115 +491,6 @@ def _make_grid(self): grid.setColumnStretch(2, 1) return grid - def _build_top_bar(self): - """ - Build the Member ID and Load Combination read-only mirror row. - - Returns a transparent container widget holding two equal-width individual - card frames - one per combo - matching the 'Component' / 'Display Location' - card layout used in the Analysis Results tab: - - each card: white bg, 1 px solid #b0b0b0, border-radius 6 px - - bold section title at the top, combo below - - equal horizontal stretch so both cards share the full width - - The combos are intentionally disabled. The Output Dock is the only place - where the user changes member / load combination; sync_from_output_dock() - writes new selections in here programmatically. - """ - # Shared card stylesheet - identical to comp_card / disp_card in Analysis tab. - _CARD_STYLE = ( - "QFrame#controlCard {" - " background-color: white;" - " border: 1px solid #b0b0b0;" - " border-radius: 6px;" - "}" - "QLabel {" - " border: none;" - " background: transparent;" - "}" - ) - _TITLE_STYLE = ( - "font-size: 13px; color: #2B2B2B; font-weight: bold;" - " background: transparent; border: none;" - ) - - # Disabled combo: black border / #f4f4f4 bg, no arrow - non-interactive read-only. - self._DISABLED_COMBO_STYLE = ( - "QComboBox {" - " padding: 1px 7px;" - " border: 1px solid black;" - " border-radius: 5px;" - " background-color: #f4f4f4;" - " color: #555555;" - " font-size: 11px;" - " min-height: 28px;" - "}" - "QComboBox::drop-down { border: none; width: 0px; }" - "QComboBox::down-arrow { width: 0px; height: 0px; image: none; }" - ) - - # Transparent row container - no border of its own. - container = QWidget() - container.setStyleSheet("background: transparent;") - container.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) - row = QHBoxLayout(container) - row.setContentsMargins(0, 0, 0, 0) - row.setSpacing(16) # gap between the two cards (matches controls_row spacing) - - # - Member ID card - - member_card = QFrame() - member_card.setObjectName("controlCard") - member_card.setStyleSheet(_CARD_STYLE) - member_card.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) - - mc_layout = QVBoxLayout(member_card) - mc_layout.setContentsMargins(23, 10, 14, 12) - mc_layout.setSpacing(4) - - member_title = QLabel("Member ID") - member_title.setStyleSheet(_TITLE_STYLE) - mc_layout.addWidget(member_title) - - self.member_combo = NoScrollComboBox() - self.member_combo.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) - self.member_combo.setFixedHeight(28) - self.member_combo.addItems(["All", "Girder 1", "Girder 2"]) - self.member_combo.setEnabled(False) - self.member_combo.setStyleSheet(self._DISABLED_COMBO_STYLE) - self.member_combo.setToolTip( - "Change the member in the Output Dock \u2014 this field mirrors that selection." - ) - mc_layout.addWidget(self.member_combo) - - # - Load Combination card - - load_card = QFrame() - load_card.setObjectName("controlCard") - load_card.setStyleSheet(_CARD_STYLE) - load_card.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) - - lc_layout = QVBoxLayout(load_card) - lc_layout.setContentsMargins(23, 10, 14, 12) - lc_layout.setSpacing(4) - - load_title = QLabel("Load Combination") - load_title.setStyleSheet(_TITLE_STYLE) - lc_layout.addWidget(load_title) - - self.load_combo = NoScrollComboBox() - self.load_combo.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) - self.load_combo.setFixedHeight(28) - self.load_combo.addItems(LOAD_COMBINATIONS) - self.load_combo.setEnabled(False) - self.load_combo.setStyleSheet(self._DISABLED_COMBO_STYLE) - self.load_combo.setToolTip( - "Change the load combination in the Output Dock \u2014 this field mirrors that selection." - ) - lc_layout.addWidget(self.load_combo) - - row.addWidget(member_card, 1) # stretch=1: both cards share width equally - row.addWidget(load_card, 1) - - return container # --------------------------------------------------------------------------- # CHECK CARDS GRID @@ -731,19 +621,12 @@ def _build_check_card(self, key: str, title: str) -> QFrame: # --------------------------------------------------------------------------- # PUBLIC API # --------------------------------------------------------------------------- - def set_girder_count(self, count): - """Repopulate the Member ID combo with 'All' plus one entry per girder.""" - self.member_combo.clear() - self.member_combo.addItems(["All"] + [f"Girder {i}" for i in range(1, count + 1)]) + def load_data(self, cad_state: dict): - """Populate check output areas and member combo from a cad_state snapshot.""" + """Populate check output areas from a cad_state snapshot.""" if not cad_state: return - try: - self.set_girder_count(int(cad_state.get("no_of_girders", 2))) - except (ValueError, TypeError): - pass def set_check_result(self, key: str, text: str) -> None: """Write plain-text result into the value label of the named card.""" diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_details.py b/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_details.py index 9d499437e..99dedcea5 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_details.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_details.py @@ -193,27 +193,15 @@ def _build_member_section(self): grid = self._make_grid() - self.member_combo = NoScrollComboBox() - self.member_combo.setMinimumWidth(80) - self.member_combo.setMinimumHeight(28) - self.member_combo.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) - self.member_combo.setEnabled(False) - self.member_combo.setStyleSheet(_DISABLED_COMBO_STYLE) - self.member_combo.setToolTip( - "Change the member in the Output Dock \u2014 this field mirrors that selection." - ) - self.grade_field = self._readonly_field() self.type_field = self._readonly_field() r = 0 - r = self._add_row(grid, r, "Member ID:", self.member_combo) r = self._add_row(grid, r, "Grade of Material:", self.grade_field) r = self._add_row(grid, r, "Type:", self.type_field) card_layout.addLayout(grid) - self.member_fields["member_id"] = self.member_combo self.member_fields["grade_of_material"] = self.grade_field self.member_fields["section_type"] = self.type_field @@ -448,11 +436,7 @@ def load_data(self, cad_state: dict): for key, field in self.member_fields.items(): value = cad_state.get(key, "") - if isinstance(field, NoScrollComboBox): - field.clear() - field.addItem(str(value)) - else: - field.setText(str(value)) + field.setText(str(value)) for key, field in self.dim_fields.items(): field.setText(str(cad_state.get(key, ""))) From 9d01422f0111ae401015d37ebca1ab042dccd069 Mon Sep 17 00:00:00 2001 From: VT <75622110+VT69@users.noreply.github.com> Date: Fri, 1 May 2026 23:24:40 +0530 Subject: [PATCH 206/225] Steel Design Details tab cleanup & Deck Design Dialog --- .../bridge_types/plate_girder/graph_engine.py | 2 +- .../desktop/ui/dialogs/deck_design.py | 297 +++++++++++------- .../desktop/ui/dialogs/steel_design.py | 102 ++++-- .../ui/dialogs/tabs/steel_design_analysis.py | 97 +++++- .../ui/dialogs/tabs/steel_design_check.py | 28 +- .../ui/dialogs/tabs/steel_design_details.py | 183 ++++++----- 6 files changed, 471 insertions(+), 238 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/graph_engine.py b/src/osdagbridge/core/bridge_types/plate_girder/graph_engine.py index bf14c6d6f..4f69c8d2a 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/graph_engine.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/graph_engine.py @@ -1749,7 +1749,7 @@ def show_blank_state(self, canvas, message: Optional[str] = None) -> None: display_message = ( message if message is not None - else "Please run the design analysis to view results." + else "Create a design first to see analysis results." ) for ax in (self.ax_scheme, self.ax_bmd, self.ax_sfd, self.ax_defl): diff --git a/src/osdagbridge/desktop/ui/dialogs/deck_design.py b/src/osdagbridge/desktop/ui/dialogs/deck_design.py index 80407105b..75aa67268 100644 --- a/src/osdagbridge/desktop/ui/dialogs/deck_design.py +++ b/src/osdagbridge/desktop/ui/dialogs/deck_design.py @@ -27,15 +27,43 @@ def wheelEvent(self, event): event.ignore() +# ============================================================================= +# DIALOG: Deck Design +# ============================================================================= + class DeckDesign(QDialog): + """ + Deck Design dialog — displays deck properties, reinforcement details, + and design check results. + + Styling mirrors the Steel Design dialog's Details tab for visual + consistency across the application. + """ + + # Reinforcement table constants — matches Stiffener Details table styling. + _REBAR_ROW_HEIGHT = 50 + _REBAR_HEADERS = [ + "Position", + "Material Yield\nStrength (MPa)", + "Diameter (mm)", + "Spacing (mm)", + "Clear Cover from\nTop (mm)", + "Area (mm\u00b2)", + ] + _REBAR_TYPES = ["Top Layer", "Bottom Layer"] + + # ========================================================================= + # UI INITIALISATION + # ========================================================================= def __init__(self, parent=None): - super().__init__(parent) + super().__init__(None) + self._main_window = parent self.setObjectName("DeckDesign") self.resize(1024, 720) self.setMinimumSize(900, 520) - self.setSizeGripEnabled(True) self.init_ui() + self.setStyleSheet(""" QDialog { background-color: #ffffff; @@ -43,8 +71,18 @@ def __init__(self, parent=None): } """) + # ========================================================================= + # WINDOW WRAPPER — frameless with custom title bar + resize grip + # ========================================================================= + def setupWrapper(self): - self.setWindowFlags(Qt.FramelessWindowHint | Qt.WindowSystemMenuHint) + """ + Configure a frameless window with a custom title bar and a resize grip. + The content_widget acts as the root container for the dialog layout. + """ + self.setWindowFlags( + Qt.FramelessWindowHint | Qt.WindowSystemMenuHint | Qt.Window + ) main_layout = QVBoxLayout(self) main_layout.setContentsMargins(1, 1, 1, 1) @@ -67,13 +105,12 @@ def setupWrapper(self): main_layout.addLayout(overlay) def init_ui(self): + """Build the top-level layout: scroll area containing the three sections.""" self.setupWrapper() main_layout = QVBoxLayout(self.content_widget) - main_layout.setContentsMargins(8, 8, 8, 8) - main_layout.setSpacing(2) - - + main_layout.setContentsMargins(5, 5, 5, 5) + main_layout.setSpacing(0) # ── SCROLL AREA ─────────────────────────────────────────────────────── scroll_area = StyledScrollArea() @@ -85,7 +122,15 @@ def init_ui(self): container_layout.setContentsMargins(10, 10, 10, 10) container_layout.setSpacing(12) - container_layout.addWidget(self._build_properties_section()) + # Deck Properties: constrain to ~50% width (left half), matching + # the Steel Design Details tab's side-by-side card layout. + props_row = QHBoxLayout() + props_row.setContentsMargins(0, 0, 0, 0) + props_row.setSpacing(0) + props_row.addWidget(self._build_properties_section(), 1) + props_row.addStretch(1) # empty right half + container_layout.addLayout(props_row) + container_layout.addWidget(self._build_reinforcement_section()) container_layout.addWidget(self._build_design_check_section()) container_layout.addStretch() @@ -93,60 +138,80 @@ def init_ui(self): scroll_area.setWidget(container) main_layout.addWidget(scroll_area) - # ── HELPERS — same as steel_design_details.py ───────────────────────────── + # ========================================================================= + # HELPERS — mirrors steel_design_details.py card / label / grid patterns + # ========================================================================= - def _create_card_frame(self): + def _create_card_frame(self) -> QFrame: + """Outer card — same as SteelDesignDetailsTab._create_card_frame.""" frame = QFrame() frame.setObjectName("girderCard") frame.setStyleSheet( - "QFrame#girderCard { background-color: white; border: 1px solid #cfcfcf; border-radius: 10px; }" + "QFrame#girderCard {" + " background-color: white;" + " border: 1px solid #b0b0b0;" + " border-radius: 6px;" + "}" ) return frame - def _create_label(self, text): + def _create_label(self, text: str) -> QLabel: + """Section title label — 13 px bold, matching Steel Design.""" label = QLabel(text) label.setStyleSheet( - "font-size: 12px; color: #2f2f2f; font-weight: 600; background: transparent;" + "font-size: 13px; color: #2B2B2B; font-weight: bold;" + " background: transparent; border: none;" ) label.setAutoFillBackground(False) return label - def _create_small_label(self, text): + def _create_small_label(self, text: str) -> QLabel: + """Row field label — 11 px, supports HTML rich text.""" label = QLabel(text) - label.setStyleSheet("font-size: 10px; color: #5a5a5a; background: transparent;") + label.setTextFormat(Qt.RichText) + label.setStyleSheet( + "font-size: 11px; color: #333333;" + " background: transparent; border: none;" + ) label.setAutoFillBackground(False) return label - def _readonly_field(self): + def _readonly_field(self) -> QLineEdit: + """Readonly output field — expands to fill its grid column.""" field = QLineEdit() field.setReadOnly(True) - field.setFixedWidth(150) + field.setMinimumWidth(80) field.setMinimumHeight(28) - field.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + field.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) apply_field_style(field) return field - def _make_grid(self): + def _make_grid(self) -> QGridLayout: + """Grid matching Steel Design Details grid spacing.""" grid = QGridLayout() grid.setContentsMargins(0, 0, 0, 0) grid.setHorizontalSpacing(16) grid.setVerticalSpacing(12) - grid.setColumnMinimumWidth(0, 180) - grid.setColumnStretch(0, 0) - grid.setColumnStretch(1, 0) - grid.setColumnStretch(2, 1) + grid.setColumnMinimumWidth(0, 230) + grid.setColumnStretch(0, 0) # label: fits content, doesn't stretch + grid.setColumnStretch(1, 1) # field: fills all remaining width return grid def _add_row(self, grid, row, text, widget): - grid.addWidget(self._create_small_label(text), row, 0, Qt.AlignLeft | Qt.AlignVCenter) - grid.addWidget(widget, row, 1, Qt.AlignLeft | Qt.AlignVCenter) + grid.addWidget( + self._create_small_label(text), row, 0, + Qt.AlignLeft | Qt.AlignVCenter, + ) + grid.addWidget(widget, row, 1) return row + 1 - # ── SECTIONS ────────────────────────────────────────────────────────────── + # ========================================================================= + # SECTIONS + # ========================================================================= - def _build_properties_section(self): + def _build_properties_section(self) -> QFrame: + """Build the Deck Properties card with grade and thickness fields.""" card = self._create_card_frame() - card.setSizePolicy(QSizePolicy.Maximum, QSizePolicy.Preferred) card_layout = QVBoxLayout(card) card_layout.setContentsMargins(18, 16, 18, 16) card_layout.setSpacing(10) @@ -163,98 +228,97 @@ def _build_properties_section(self): card_layout.addLayout(grid) return card - def _build_reinforcement_section(self): + def _build_reinforcement_section(self) -> QFrame: + """Build the Reinforcement Details card with a styled table. + + The table style mirrors the Stiffener Details table in the Steel + Design Details tab — same font, padding, alternating-row colours, + center alignment, and header treatment. + """ card = self._create_card_frame() + card.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Maximum) card_layout = QVBoxLayout(card) card_layout.setContentsMargins(18, 16, 18, 16) - card_layout.setSpacing(10) + card_layout.setSpacing(12) card_layout.addWidget(self._create_label("Reinforcement Details:")) - table_frame = QFrame() - table_frame.setStyleSheet(""" - QFrame { - border: 1px solid #b0b0b0; - border-radius: 0px; - background: white; - } - """) - table_frame.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) - table_frame_layout = QVBoxLayout(table_frame) - table_frame_layout.setContentsMargins(0, 0, 0, 0) - table_frame_layout.setSpacing(0) + # ── Table widget ────────────────────────────────────────────── + num_rows = len(self._REBAR_TYPES) + num_cols = len(self._REBAR_HEADERS) self.rebar_table = NoScrollTable() - self.rebar_table.setRowCount(2) - self.rebar_table.setColumnCount(6) - self.rebar_table.setHorizontalHeaderLabels([ - "Position", - "Material Yield\nStrength (MPa)", - "Diameter (mm)", - "Spacing (mm)", - "Clear Cover from\nTop (mm)", - "Area (mm\u00b2)", - ]) - - for row, name in enumerate(["Top Layer", "Bottom Layer"]): - item = QTableWidgetItem(name) - item.setFlags(Qt.ItemIsEnabled) - self.rebar_table.setItem(row, 0, item) - for col in range(1, 6): - empty = QTableWidgetItem("") - empty.setFlags(Qt.ItemIsEnabled) - self.rebar_table.setItem(row, col, empty) - - self.rebar_table.horizontalHeader().setSectionResizeMode(QHeaderView.Stretch) - self.rebar_table.verticalHeader().setVisible(False) - self.rebar_table.verticalHeader().setDefaultSectionSize(30) + self.rebar_table.setRowCount(num_rows) + self.rebar_table.setColumnCount(num_cols) + self.rebar_table.setHorizontalHeaderLabels(self._REBAR_HEADERS) + + # Populate rows — all cells are read-only and center-aligned. + for row, type_name in enumerate(self._REBAR_TYPES): + type_item = QTableWidgetItem(type_name) + type_item.setFlags(Qt.ItemIsEnabled) + type_item.setTextAlignment(Qt.AlignCenter) + self.rebar_table.setItem(row, 0, type_item) + + for col in range(1, num_cols): + cell = QTableWidgetItem("") + cell.setFlags(Qt.ItemIsEnabled) + cell.setTextAlignment(Qt.AlignCenter) + self.rebar_table.setItem(row, col, cell) + + # ── Header behaviour ────────────────────────────────────────── + h_header = self.rebar_table.horizontalHeader() + h_header.setSectionResizeMode(QHeaderView.Stretch) + h_header.setDefaultAlignment(Qt.AlignCenter) + + v_header = self.rebar_table.verticalHeader() + v_header.setVisible(False) + v_header.setDefaultSectionSize(self._REBAR_ROW_HEIGHT) + v_header.setSectionResizeMode(QHeaderView.Stretch) + + # ── General table properties ────────────────────────────────── self.rebar_table.setEditTriggers(QTableWidget.NoEditTriggers) + self.rebar_table.setSelectionMode(QTableWidget.NoSelection) + self.rebar_table.setFocusPolicy(Qt.NoFocus) self.rebar_table.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) self.rebar_table.setVerticalScrollBarPolicy(Qt.ScrollBarAlwaysOff) self.rebar_table.setHorizontalScrollBarPolicy(Qt.ScrollBarAlwaysOff) + self.rebar_table.setAlternatingRowColors(True) + # Height: multi-line headers need ~48 px, each data row is + # _REBAR_ROW_HEIGHT (40 px), plus 2 px for the border. + header_height = 48 + table_height = header_height + num_rows * self._REBAR_ROW_HEIGHT + 2 + self.rebar_table.setFixedHeight(table_height) + + # ── Stylesheet — mirrors Stiffener / Lane Details table ─────── self.rebar_table.setStyleSheet(""" QTableWidget { - background-color: white; - gridline-color: #cfcfcf; - color: black; - font-size: 10px; - border: none; + background-color: #ffffff; + alternate-background-color: #f9f9f9; + gridline-color: #e0e0e0; + border: 1px solid #e0e0e0; + color: #333333; + font-size: 11px; + } + QTableWidget::item { + padding: 8px; + border-bottom: 1px solid #e0e0e0; + color: #333333; } QHeaderView::section { - background-color: #EAEAEA; - color: black; + background-color: #f5f5f5; + color: #333333; + padding: 8px; + border: 1px solid #e0e0e0; font-weight: bold; - border: none; - border-right: 1px solid #cfcfcf; - border-bottom: 1px solid #cfcfcf; - padding: 3px; - font-size: 10px; - } - QHeaderView::section:last { - border-right: none; - } - QTableWidget::item { - color: black; + font-size: 11px; } """) - self.rebar_table.setViewportMargins(0, 0, -1, 0) - - table_frame_layout.addWidget(self.rebar_table) - self.rebar_table.resizeRowsToContents() - def _fit_table(): - h = (self.rebar_table.horizontalHeader().height() - + sum(self.rebar_table.rowHeight(r) for r in range(self.rebar_table.rowCount())) - + 2) - self.rebar_table.setFixedHeight(h) - table_frame.setFixedHeight(h) - from PySide6.QtCore import QTimer - QTimer.singleShot(0, _fit_table) - - card_layout.addWidget(table_frame) + card_layout.addWidget(self.rebar_table) return card - def _build_design_check_section(self): + def _build_design_check_section(self) -> QFrame: + """Build the Design Check card with a read-only text area.""" card = self._create_card_frame() card_layout = QVBoxLayout(card) card_layout.setContentsMargins(18, 16, 18, 16) @@ -264,21 +328,29 @@ def _build_design_check_section(self): self.design_check_text = QTextEdit() self.design_check_text.setReadOnly(True) self.design_check_text.setMinimumHeight(200) - self.design_check_text.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Expanding) + self.design_check_text.setSizePolicy( + QSizePolicy.Expanding, QSizePolicy.Expanding, + ) self.design_check_text.setStyleSheet(""" QTextEdit { background-color: white; border: none; - font-size: 10px; - color: #222; + font-size: 11px; + color: #333333; } """) card_layout.addWidget(self.design_check_text) return card - # ── PUBLIC API ──────────────────────────────────────────────────────────── + # ========================================================================= + # PUBLIC API + # ========================================================================= + + def load_data(self, cad_state: dict) -> None: + """Populate all field widgets from a cad_state snapshot. - def load_data(self, cad_state: dict): + Silently ignores missing or invalid keys. + """ if not cad_state: return @@ -287,10 +359,15 @@ def load_data(self, cad_state: dict): rebar_map = {0: "top", 1: "bottom"} for row, prefix in rebar_map.items(): - self.rebar_table.setItem(row, 1, QTableWidgetItem(str(cad_state.get(f"rebar_{prefix}_yield", "")))) - self.rebar_table.setItem(row, 2, QTableWidgetItem(str(cad_state.get(f"rebar_{prefix}_dia", "")))) - self.rebar_table.setItem(row, 3, QTableWidgetItem(str(cad_state.get(f"rebar_{prefix}_spacing", "")))) - self.rebar_table.setItem(row, 4, QTableWidgetItem(str(cad_state.get(f"rebar_{prefix}_cover", "")))) - self.rebar_table.setItem(row, 5, QTableWidgetItem(str(cad_state.get(f"rebar_{prefix}_area", "")))) - - self.design_check_text.setPlainText(str(cad_state.get("deck_design_check", ""))) \ No newline at end of file + for col, suffix in enumerate( + ["yield", "dia", "spacing", "cover", "area"], start=1, + ): + value = cad_state.get(f"rebar_{prefix}_{suffix}", "") + item = QTableWidgetItem(str(value)) + item.setFlags(Qt.ItemIsEnabled) + item.setTextAlignment(Qt.AlignCenter) + self.rebar_table.setItem(row, col, item) + + self.design_check_text.setPlainText( + str(cad_state.get("deck_design_check", "")) + ) \ No newline at end of file diff --git a/src/osdagbridge/desktop/ui/dialogs/steel_design.py b/src/osdagbridge/desktop/ui/dialogs/steel_design.py index 53243b69f..0a826cfdc 100644 --- a/src/osdagbridge/desktop/ui/dialogs/steel_design.py +++ b/src/osdagbridge/desktop/ui/dialogs/steel_design.py @@ -151,8 +151,11 @@ def init_ui(self): if hasattr(self._main_window, "cad_state"): self.details_tab.load_data(self._main_window.cad_state) - # Inject the matplotlib canvas into the Analysis Results tab - self._setup_analysis_plots() + if self._result_handler is not None: + # Inject the matplotlib canvas into the Analysis Results tab + self._setup_analysis_plots() + else: + self.analysis_tab.diagram_placeholder.setText("Create a design first to see analysis results.") def _build_global_selection_bar(self): """Build the global Member ID and Load Combination bar.""" @@ -484,6 +487,29 @@ def _setup_analysis_plots(self): # ── UI initialisation state ─────────────────────────────────────────── self._data_initialized = False + # ── Performance: skip redundant re-renders ──────────────────────────── + # Track the last plotted (member, loadcase, component) to avoid + # expensive matplotlib re-renders when nothing has changed. + self._last_plot_key: tuple | None = None + + # Track the last member key for which DCR was computed so the + # Design Check tab can skip re-running the full pipeline. + self._last_dcr_member_key: str | None = None + + # Flag set when member/LC selection changes — tells the Design Check + # tab that cached DCR values are stale and need recomputation. + self._dcr_dirty = True + + # ── Populate dropdowns immediately so they show values on launch ────── + if self._result_handler is not None: + self._populate_member_combo() + self._populate_load_combo() + self._data_initialized = True + + # Pre-populate Design Check tab with the default girder's DCR values + # so results are visible without switching tabs first. + self._run_design_checks() + def _on_tab_changed(self, index): @@ -494,17 +520,23 @@ def _on_tab_changed(self, index): All data comes from the injected PlateGirderAnalysisResults instance. """ if index == 2: - # Design Check tab - self._run_design_checks() + # Design Check tab — only recompute if selection changed. + if self._dcr_dirty: + self._run_design_checks() return if index != 1: return if self._result_handler is None: - self.graph_engine.show_blank_state(self.canvas) + if hasattr(self, 'canvas'): + self.graph_engine.show_blank_state(self.canvas, message="Create a design first to see analysis results.") + else: + self.analysis_tab.diagram_placeholder.setText("Create a design first to see analysis results.") return + # Combos are populated at launch; guard prevents double-population + # if the dialog was opened without a result handler initially. if not self._data_initialized: self._populate_member_combo() self._populate_load_combo() @@ -514,20 +546,27 @@ def _on_tab_changed(self, index): def _run_design_checks(self) -> None: """ - Populate the Design Check tab. + Populate the Design Check tab for the currently selected member. - On the first visit the stored engine from PlateGirderBridge._run_dcr_checks() - is used. On subsequent visits (after member/LC changes) the dynamically - re-computed engine from _update_design_checks_for_member() is preferred. + Uses a dirty-flag + member-key cache to avoid re-running the full + DCR pipeline when nothing has changed. The first call falls back + to the pre-computed engine stored on the backend; subsequent calls + dynamically recompute for the selected member. """ - # If a dynamic engine was already computed for the current selection, use it. - if getattr(self, "_dynamic_dcr_engine", None) is not None: - engine = self._dynamic_dcr_engine - self.check_tab.populate_from_results( - engine.demand, engine.capacity, engine, - ) + combo = self.member_combo + member_key = combo.currentData() or combo.currentText() or "" + + # Fast path: nothing changed since the last computation. + if not self._dcr_dirty and member_key == self._last_dcr_member_key: return + # If a member is selected, compute DCR dynamically for that girder. + if member_key: + self._update_design_checks_for_member(member_key) + return + + # Fallback for first launch: use the backend's pre-computed engine + # (produced during design() → _run_dcr_checks()). if self._checks_ran and (self._result_handler is self._last_handler): return @@ -541,8 +580,10 @@ def _run_design_checks(self) -> None: engine.demand, engine.capacity, engine, ) - self._checks_ran = True - self._last_handler = self._result_handler + self._checks_ran = True + self._last_handler = self._result_handler + self._dcr_dirty = False + self._last_dcr_member_key = member_key except Exception: import traceback @@ -555,6 +596,9 @@ def _update_design_checks_for_member(self, member_key: str) -> None: """ Re-run the DCR pipeline for the selected girder member. + Skips if *member_key* matches the last-computed key and the dirty + flag is not set, providing O(1) repeated tab visits. + Imports and calls classes from designer.py (read-only — no modifications to that module). The pipeline is: 1. BridgeConfig from backend @@ -563,6 +607,10 @@ def _update_design_checks_for_member(self, member_key: str) -> None: 4. DCREngine.run_all_checks() 5. check_tab.populate_from_results() """ + # Skip if already computed for this exact selection. + if member_key == self._last_dcr_member_key and not self._dcr_dirty: + return + try: backend = getattr(self._main_window, "backend", None) if backend is None or self._result_handler is None: @@ -627,6 +675,10 @@ def _update_design_checks_for_member(self, member_key: str) -> None: engine.demand, engine.capacity, engine, ) + # Mark as clean for this member. + self._dcr_dirty = False + self._last_dcr_member_key = member_key + except Exception: import traceback traceback.print_exc() @@ -884,6 +936,10 @@ def _update_analysis_plots(self, *_args): Master orchestrator called when the girder, load combination, or component selection changes. Delegates data extraction and peak computation to the graph engine, then renders all plots and refreshes the right-hand panel. + + Includes a state-change guard: if the (member, loadcase, component) + triple is identical to the last render, the expensive matplotlib + redraw is skipped entirely. """ engine = self.graph_engine @@ -907,6 +963,15 @@ def _update_analysis_plots(self, *_args): if hasattr(self.analysis_tab, "component_combo"): comp_idx = self.analysis_tab.component_combo.currentIndex() + # ── Skip redundant re-renders ───────────────────────────────────────── + plot_key = (member_key, loadcase, comp_idx) + if plot_key == self._last_plot_key and self._current_x is not None: + return + self._last_plot_key = plot_key + + # Mark DCR as stale whenever the analysis inputs change. + self._dcr_dirty = True + # Maps: (bmd_force_key, sfd_force_key, defl_disp_key, rhs_labels, max_field_keys) # rhs_labels use HTML subscripts for the side-row label text _COMPONENT_CFG = [ @@ -997,9 +1062,6 @@ def _update_analysis_plots(self, *_args): self._update_value_fields(self._current_max_dict, max_keys) self._on_interaction_mode_changed() - # Re-run design checks for the newly selected member / loadcase - self._update_design_checks_for_member(member_key) - # ========================================================================= # UI UPDATE HELPERS # ========================================================================= diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_analysis.py b/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_analysis.py index f72a11d17..e8f7ae5a2 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_analysis.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_analysis.py @@ -8,8 +8,14 @@ QFrame, QSizePolicy, QGroupBox, + QStyledItemDelegate, + QStylePainter, + QStyleOptionComboBox, + QStyle, + QApplication, ) -from PySide6.QtCore import Qt +from PySide6.QtCore import Qt, QSize +from PySide6.QtGui import QTextDocument from osdagbridge.desktop.ui.docks.output_dock import ( NoScrollComboBox, @@ -157,6 +163,87 @@ _LABEL_MIN_W = 130 +class _HTMLDelegate(QStyledItemDelegate): + """ + Custom delegate to render HTML-formatted text within a QComboBox dropdown. + Allows for rich text features like subscripts (e.g., Mz). + """ + def paint(self, painter, option, index): + options = option + self.initStyleOption(options, index) + painter.save() + doc = QTextDocument() + doc.setDefaultFont(options.font) + doc.setHtml(options.text) + options.text = "" + style = options.widget.style() if options.widget else QApplication.style() + style.drawControl(QStyle.CE_ItemViewItem, options, painter) + painter.translate(options.rect.left(), options.rect.top()) + clip = options.rect.translated(-options.rect.left(), -options.rect.top()) + y_offset = (options.rect.height() - doc.size().height()) / 2 + painter.translate(0, max(0, y_offset)) + doc.drawContents(painter, clip) + painter.restore() + + def sizeHint(self, option, index): + options = option + self.initStyleOption(options, index) + doc = QTextDocument() + doc.setDefaultFont(options.font) + doc.setHtml(options.text) + return QSize(int(doc.idealWidth()) + 16, int(doc.size().height())) + + +class RichTextComboBox(NoScrollComboBox): + """ + A QComboBox subclass that supports HTML rendering for its items. + Overrides paintEvent and sizeHint to ensure the selected item and the + dropdown list are correctly rendered and sized based on HTML content. + """ + def __init__(self, parent=None): + super().__init__(parent) + self.setItemDelegate(_HTMLDelegate(self)) + + def _get_ideal_size(self): + max_w = 0 + h = 28 + doc = QTextDocument() + doc.setDefaultFont(self.font()) + for i in range(self.count()): + doc.setHtml(self.itemText(i)) + max_w = max(max_w, int(doc.idealWidth())) + # Add padding for border and drop-down arrow + return QSize(max_w + 36, h) + + def sizeHint(self): + return self._get_ideal_size() + + def minimumSizeHint(self): + return self._get_ideal_size() + + def paintEvent(self, event): + painter = QStylePainter(self) + opt = QStyleOptionComboBox() + self.initStyleOption(opt) + + text = opt.currentText + opt.currentText = "" # Hide text so default painting doesn't draw it + painter.drawComplexControl(QStyle.CC_ComboBox, opt) + painter.drawControl(QStyle.CE_ComboBoxLabel, opt) + + text_rect = self.style().subControlRect(QStyle.CC_ComboBox, opt, QStyle.SC_ComboBoxEditField, self) + + doc = QTextDocument() + doc.setDefaultFont(self.font()) + doc.setHtml(text) + + painter.save() + painter.translate(text_rect.topLeft()) + y_offset = (text_rect.height() - doc.size().height()) / 2 + painter.translate(0, max(0, y_offset)) + doc.drawContents(painter) + painter.restore() + class SteelDesignAnalysisTab(QWidget): """ Analysis Results tab for the Steel Design dialog. @@ -428,13 +515,13 @@ def _build_diagram_section(self): ) comp_card_layout.addWidget(comp_title) - self.component_combo = NoScrollComboBox() + self.component_combo = RichTextComboBox() self.component_combo.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) self.component_combo.setStyleSheet(_COMBO_STYLE) self.component_combo.addItems([ - "Major (Mz, Vy, Dy)", - "Minor (My, Vz, Dz)", - "Axial (Tx, Fx, Dx)", + "Major (Mz, Vy, Dy)", + "Minor (My, Vz, Dz)", + "Axial (Tx, Fx, Dx)", ]) comp_card_layout.addWidget(self.component_combo) diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_check.py b/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_check.py index e0ed58018..ee4209421 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_check.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_check.py @@ -176,13 +176,19 @@ ], } +# Module-level cache: maps a frozen tuple of mathtext lines to the rendered +# QPixmap. Since the 8 equation sets are static, each is rendered exactly once +# per application session, eliminating repeated matplotlib Figure creation. +_PIXMAP_CACHE: dict[tuple[str, ...], QPixmap] = {} + + def _render_mathtext_pixmap( lines: list[str], *, font_size: float = 9, dpi: int = 110, text_color: str = "#2E3B4E", - bg_color: str = "#F8F9FA", + bg_color: str = "#FFFFFF", h_pad_in: float = 0.12, v_pad_in: float = 0.10, line_gap_in: float = 0.32, @@ -190,9 +196,8 @@ def _render_mathtext_pixmap( """ Render a list of matplotlib mathtext strings into a single QPixmap. - Lines are stacked vertically with even spacing. The figure is sized to - fit the content tightly; the caller is responsible for placing the pixmap - inside a QLabel that provides the grey background frame. + Results are cached by the tuple of *lines* so that each unique equation + set is rasterised at most once per application session. Parameters ---------- @@ -216,6 +221,11 @@ def _render_mathtext_pixmap( if not lines: return QPixmap() + cache_key = tuple(lines) + cached = _PIXMAP_CACHE.get(cache_key) + if cached is not None: + return cached + n = len(lines) # Estimate figure height: n lines + (n-1) gaps + top/bottom padding fig_h = n * line_gap_in + (n - 1) * (line_gap_in * 0.15) + 2 * v_pad_in @@ -263,6 +273,8 @@ def _render_mathtext_pixmap( pixmap = QPixmap() if not pixmap.loadFromData(data, "PNG"): return QPixmap() + + _PIXMAP_CACHE[cache_key] = pixmap return pixmap @@ -530,7 +542,7 @@ def _build_check_card(self, key: str, title: str) -> QFrame: card.setStyleSheet(""" QFrame#checkCard { background-color: white; - border: 1px solid #CFCFCF; + border: 1px solid #222222; border-radius: 8px; } """) @@ -553,8 +565,7 @@ def _build_check_card(self, key: str, title: str) -> QFrame: eq_lbl = QLabel() eq_lbl.setAlignment(Qt.AlignCenter) eq_lbl.setStyleSheet( - "background-color: #F8F9FA; border: 1px solid #E4E7EB; " - "border-radius: 4px; padding: 6px;" + "background-color: white; border: none; padding: 6px;" ) math_lines = _MATHTEXT_MAP.get(key, []) @@ -576,8 +587,7 @@ def _build_check_card(self, key: str, title: str) -> QFrame: eq_lbl.setStyleSheet( "font-family: 'Cambria Math', 'Times New Roman', serif; " "font-size: 13px; color: #2E3B4E; " - "background-color: #F8F9FA; border: 1px solid #E4E7EB; " - "border-radius: 4px; padding: 6px;" + "background-color: white; border: none; padding: 6px;" ) eq_text = _RENDER_MAP.get(key, {}).get("eq", "") eq_lbl.setText(eq_text) diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_details.py b/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_details.py index 99dedcea5..b82682c02 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_details.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_details.py @@ -47,9 +47,8 @@ class SteelDesignDetailsTab(QWidget): """ Scrollable details tab for the Steel Design dialog. - Displays four read-only information cards: - - Member Info : member ID combo, material grade, section type - - Dimensional Details: full cross-section geometry + Displays read-only information cards: + - Dimensional Details: material grade, section type, and full cross-section geometry - Shear Connector : connector material, geometry, and spacing - Section Properties : mass, moments of area, moduli, torsion/warping @@ -83,13 +82,8 @@ def __init__(self, parent=None): container_layout.setContentsMargins(10, 10, 10, 10) container_layout.setSpacing(12) - # ── TOP ROW: Member Info card (left) + CAD placeholder (right) - top_row = QHBoxLayout() - top_row.setSpacing(12) - top_row.setContentsMargins(0, 0, 0, 0) - top_row.addWidget(self._build_member_section(), 1) - top_row.addWidget(self._build_top_cad_placeholder(), 1) - container_layout.addLayout(top_row) + # ── TOP ROW: CAD placeholder (right only; Member Info removed) + container_layout.addWidget(self._build_top_cad_placeholder()) # ── BODY: Dimensional + Shear (left) | Section Properties (right) body_row = QHBoxLayout() @@ -184,37 +178,27 @@ def _add_row(self, grid, row, text, widget): # SECTIONS # ───────────────────────────────────────────────────────────────────────── - def _build_member_section(self): + # _build_member_section removed — Grade & Type are now in Dimensional Details. + + def _build_dimensional_section(self): card = self._create_card_frame() card_layout = QVBoxLayout(card) card_layout.setContentsMargins(18, 16, 18, 16) card_layout.setSpacing(10) - card_layout.addWidget(self._create_label("Member Info:")) + card_layout.addWidget(self._create_label("Dimensional Details:")) grid = self._make_grid() + # Grade of Material and Type (previously in Member Info) self.grade_field = self._readonly_field() self.type_field = self._readonly_field() + self.member_fields["grade_of_material"] = self.grade_field + self.member_fields["section_type"] = self.type_field r = 0 r = self._add_row(grid, r, "Grade of Material:", self.grade_field) r = self._add_row(grid, r, "Type:", self.type_field) - card_layout.addLayout(grid) - - self.member_fields["grade_of_material"] = self.grade_field - self.member_fields["section_type"] = self.type_field - - return card - - def _build_dimensional_section(self): - card = self._create_card_frame() - card_layout = QVBoxLayout(card) - card_layout.setContentsMargins(18, 16, 18, 16) - card_layout.setSpacing(10) - card_layout.addWidget(self._create_label("Dimensional Details:")) - - grid = self._make_grid() labels = { "section_designation": "Section Designation", "section_class": "Section Class", @@ -229,7 +213,6 @@ def _build_dimensional_section(self): "web_type": "Web Type", "effective_slab_width": "Effective Width of Slab (mm)", } - r = 0 for key, text in labels.items(): field = self._readonly_field() r = self._add_row(grid, r, text, field) @@ -339,90 +322,101 @@ def _build_bottom_cad_section(self): # STIFFENER TABLE # ───────────────────────────────────────────────────────────────────────── - def _build_stiffener_section(self): + # Row height for stiffener data rows (matches Lane Details table padding). + _STIFFENER_ROW_HEIGHT = 40 + + # Column headers for the stiffener summary table. + _STIFFENER_HEADERS = [ + "Type", "Grade of Material", "Thickness (mm)", "Width (mm)", "Spacing (mm)", + ] + + # Stiffener type labels shown in the first column. + _STIFFENER_TYPES = ["Intermediate", "Longitudinal", "Bearing"] + + def _build_stiffener_section(self) -> QFrame: + """Build the Stiffener Details card with a styled table. + + The table style mirrors the Inputs table in the Lane Details sub-tab + of Typical Section Details (Additional Inputs dialog) — same font, + padding, alternating-row colours, and header treatment. + """ card = self._create_card_frame() card_layout = QVBoxLayout(card) card_layout.setContentsMargins(18, 16, 18, 16) - card_layout.setSpacing(10) + card_layout.setSpacing(12) card_layout.addWidget(self._create_label("Stiffener Details:")) - # ── Wrap table in a QFrame so the border is drawn by the frame, - # not QAbstractScrollArea's viewport (which clips the left edge). - table_frame = QFrame() - table_frame.setStyleSheet(""" - QFrame { - border: 1px solid #b0b0b0; - border-radius: 0px; - background: white; - } - """) - table_frame.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) - table_frame_layout = QVBoxLayout(table_frame) - # right margin -1 pulls table 1px under the frame border, hiding the last gridline - table_frame_layout.setContentsMargins(0, 0, 0, 0) - table_frame_layout.setSpacing(0) + # ── Table widget ────────────────────────────────────────────── + num_rows = len(self._STIFFENER_TYPES) + num_cols = len(self._STIFFENER_HEADERS) self.stiffener_table = NoScrollTable() - self.stiffener_table.setRowCount(3) - self.stiffener_table.setColumnCount(5) - self.stiffener_table.setHorizontalHeaderLabels([ - "Type", "Grade of Material", "Thickness (mm)", "Width (mm)", "Spacing (mm)" - ]) - - for row, name in enumerate(["Intermediate", "Longitudinal", "Bearing"]): - item = QTableWidgetItem(name) - item.setFlags(Qt.ItemIsEnabled) - self.stiffener_table.setItem(row, 0, item) - for col in range(1, 5): - empty = QTableWidgetItem("") - empty.setFlags(Qt.ItemIsEnabled) - self.stiffener_table.setItem(row, col, empty) - - self.stiffener_table.horizontalHeader().setSectionResizeMode(QHeaderView.Stretch) - self.stiffener_table.verticalHeader().setVisible(False) - self.stiffener_table.verticalHeader().setDefaultSectionSize(26) + self.stiffener_table.setRowCount(num_rows) + self.stiffener_table.setColumnCount(num_cols) + self.stiffener_table.setHorizontalHeaderLabels(self._STIFFENER_HEADERS) + + # Populate rows — all cells are read-only and center-aligned. + for row, type_name in enumerate(self._STIFFENER_TYPES): + type_item = QTableWidgetItem(type_name) + type_item.setFlags(Qt.ItemIsEnabled) + type_item.setTextAlignment(Qt.AlignCenter) + self.stiffener_table.setItem(row, 0, type_item) + + for col in range(1, num_cols): + cell = QTableWidgetItem("") + cell.setFlags(Qt.ItemIsEnabled) + cell.setTextAlignment(Qt.AlignCenter) + self.stiffener_table.setItem(row, col, cell) + + # ── Header behaviour ────────────────────────────────────────── + h_header = self.stiffener_table.horizontalHeader() + h_header.setSectionResizeMode(QHeaderView.Stretch) + h_header.setDefaultAlignment(Qt.AlignCenter) + + v_header = self.stiffener_table.verticalHeader() + v_header.setVisible(False) + v_header.setDefaultSectionSize(self._STIFFENER_ROW_HEIGHT) + + # ── General table properties ────────────────────────────────── self.stiffener_table.setEditTriggers(QTableWidget.NoEditTriggers) + self.stiffener_table.setSelectionMode(QTableWidget.NoSelection) + self.stiffener_table.setFocusPolicy(Qt.NoFocus) self.stiffener_table.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) self.stiffener_table.setVerticalScrollBarPolicy(Qt.ScrollBarAlwaysOff) self.stiffener_table.setHorizontalScrollBarPolicy(Qt.ScrollBarAlwaysOff) - # Use sizeHint-based height after headers/rows are configured - # header ~30px + 3 rows * 26px + 1px bottom = 109px; frame adds 2px. Plus OS scaling safety margin - self.stiffener_table.setMinimumHeight(120) - self.stiffener_table.setMaximumHeight(120) + self.stiffener_table.setAlternatingRowColors(True) + # Fixed height: header (~36 px) + rows * row_height + 2 px border. + table_height = 36 + num_rows * self._STIFFENER_ROW_HEIGHT + 2 + self.stiffener_table.setFixedHeight(table_height) + + # ── Stylesheet — mirrors Lane Details Inputs table ──────────── self.stiffener_table.setStyleSheet(""" QTableWidget { - background-color: white; + background-color: #ffffff; + alternate-background-color: #f9f9f9; gridline-color: #e0e0e0; - color: black; - font-size: 10px; - border: none; + border: 1px solid #e0e0e0; + color: #333333; + font-size: 11px; + } + QTableWidget::item { + padding: 8px; + border-bottom: 1px solid #e0e0e0; + color: #333333; } QHeaderView::section { background-color: #f5f5f5; - color: black; + color: #333333; + padding: 8px; + border: 1px solid #e0e0e0; font-weight: bold; - border: none; - border-right: 1px solid #b0b0b0; - border-bottom: 1px solid #b0b0b0; - padding: 3px; - font-size: 10px; - } - QHeaderView::section:last { - border-right: none; - } - QTableWidget::item { - color: black; + font-size: 11px; } """) - # Pull right edge of viewport 1px left so last gridline sits under frame border - self.stiffener_table.setViewportMargins(0, 0, -1, 0) - table_frame_layout.addWidget(self.stiffener_table) - table_frame.setMinimumHeight(122) - table_frame.setMaximumHeight(122) - card_layout.addWidget(table_frame) + card_layout.addWidget(self.stiffener_table) return card # ───────────────────────────────────────────────────────────────────────── @@ -455,7 +449,10 @@ def load_data(self, cad_state: dict): width = cad_state.get(f"stiff_{prefix}_width", "") spacing = cad_state.get(f"stiff_{prefix}_spacing", "") - self.stiffener_table.setItem(row, 1, QTableWidgetItem(str(grade))) - self.stiffener_table.setItem(row, 2, QTableWidgetItem(str(thickness))) - self.stiffener_table.setItem(row, 3, QTableWidgetItem(str(width))) - self.stiffener_table.setItem(row, 4, QTableWidgetItem(str(spacing))) + for col, value in enumerate( + [grade, thickness, width, spacing], start=1 + ): + item = QTableWidgetItem(str(value)) + item.setFlags(Qt.ItemIsEnabled) + item.setTextAlignment(Qt.AlignCenter) + self.stiffener_table.setItem(row, col, item) From 4fc85275dec79691aee3190e7a59fa7e64963fed Mon Sep 17 00:00:00 2001 From: Nidhikhare12 Date: Fri, 8 May 2026 23:04:51 +0530 Subject: [PATCH 207/225] IRC 6 crash barrier horizontal load and Deck design file with load and design (preliminary) --- .../bridge_types/plate_girder/deckdesign.py | 568 ++++++++++++++++++ src/osdagbridge/core/utils/codes/irc6_2017.py | 25 + 2 files changed, 593 insertions(+) create mode 100644 src/osdagbridge/core/bridge_types/plate_girder/deckdesign.py diff --git a/src/osdagbridge/core/bridge_types/plate_girder/deckdesign.py b/src/osdagbridge/core/bridge_types/plate_girder/deckdesign.py new file mode 100644 index 000000000..9cc8636c3 --- /dev/null +++ b/src/osdagbridge/core/bridge_types/plate_girder/deckdesign.py @@ -0,0 +1,568 @@ +""" +IRC bridge deck slab design module. + +Design pipeline: + 1. Read bridge parameters from the backend. + 2. Resolve concrete / rebar properties via IRC 22:2015 Annex III. + 3. Fetch impact factor from IRC 6:2017 Cl.208.2 / 208.3. + 4. Fetch ULS partial safety factors from IRC 6:2017 Table B.2. + 5. Compute dead-load and live-load moments (effective-width method, IRC 21 Cl.305.16). + 6. Design transverse reinforcement (bottom sagging + top hogging). + 7. Verify moment capacity. + 8. Return a dict compatible with DeckDesign.load_data(). +""" + +from __future__ import annotations + +import math + +from osdagbridge.core.utils.codes.irc6_2017 import IRC6_2017 +from osdagbridge.core.utils.codes.irc22_2015 import IRC22_2014 +from osdagbridge.core.utils.codes.keyfile import KEY_VEHICLE + +# ── constants ───────────────────────────────────────────────────────────────── +_GAMMA_CONCRETE_KN_M3 = 25.0 # kN/m³ — IRC 6:2017 Cl.203 +_STANDARD_DIAS_MM = [8, 10, 12, 16, 20, 25, 32] +_SPACING_MAX_MM = 300.0 +_SPACING_MIN_MM = 75.0 +_SPACING_ROUND_MM = 5.0 # round spacing down to nearest 5 mm + + +# ── material helpers ────────────────────────────────────────────────────────── + +def _concrete_props(grade: str) -> dict: + """Return fck (MPa) and fctm (MPa) from IRC 22:2015 Annex III.""" + table = IRC22_2014.cl_602_annexIII_concrete_properties() + key = grade.strip().upper() + if key not in table: + key = "M30" # safe fallback + return {"fck": float(table[key]["fck"]), "fctm": float(table[key]["fctm"])} + + +def _rebar_fy(grade: str) -> float: + """Return yield strength (MPa) for a rebar grade string (e.g. 'Fe 500').""" + table = IRC22_2014.cl_602_annexIII_reinforcement_steel_properties() + normalized = grade.replace(" ", "") # "Fe 500" → "Fe500" + if normalized in table: + return float(table[normalized]["fy"]) + return 500.0 # default Fe 500 + + +# ── structural mechanics helpers ────────────────────────────────────────────── + +def _moment_capacity_kNm(fy_MPa: float, As_mm2: float, d_mm: float, + fck_MPa: float, b_mm: float = 1000.0) -> float: + """ + Moment capacity per m width (kNm/m) for a singly reinforced RC section. + IS 456 / IRC 112 simplified stress-block: + xu = 0.87 fy As / (0.36 fck b) + Mu = 0.87 fy As (d - 0.42 xu) + """ + xu = (0.87 * fy_MPa * As_mm2) / (0.36 * fck_MPa * b_mm) + Mu_Nmm = 0.87 * fy_MPa * As_mm2 * (d_mm - 0.42 * xu) + return Mu_Nmm / 1.0e6 + + +def _required_steel_mm2(M_ULS_kNm: float, fy_MPa: float, d_mm: float, + fck_MPa: float, b_mm: float = 1000.0) -> float: + """ + Solve for minimum As (mm²/m) from the quadratic form of the moment equation. + Returns 0 if M_ULS ≤ 0. + """ + if M_ULS_kNm <= 0: + return 0.0 + M_Nmm = M_ULS_kNm * 1.0e6 + # (0.87fy)²/(0.36 fck b) · As² - (0.87 fy d) · As + M = 0 + a = (0.87 * fy_MPa) ** 2 / (0.36 * fck_MPa * b_mm) + b = 0.87 * fy_MPa * d_mm + disc = b ** 2 - 4.0 * a * M_Nmm + if disc < 0: + return float("inf") # over-stressed — thickness must increase + return (b - math.sqrt(disc)) / (2.0 * a) + + +def _min_steel_mm2(fctm_MPa: float, fy_MPa: float, d_mm: float, + b_mm: float = 1000.0) -> float: + """IRC 112 Cl.16.5.1 minimum reinforcement (mm²/m).""" + As_min = 0.26 * (fctm_MPa / fy_MPa) * b_mm * d_mm + return max(As_min, 0.0013 * b_mm * d_mm) + + +def _pick_rebar(As_req_mm2: float) -> tuple[float, float, float]: + """ + Choose the smallest standard bar diameter and round-down spacing + such that As_provided ≥ As_req. + Returns (dia_mm, spacing_mm, As_prov_mm2_per_m). + """ + for dia in _STANDARD_DIAS_MM: + a_bar = math.pi * dia ** 2 / 4.0 + spacing = a_bar * 1000.0 / As_req_mm2 + spacing = min(spacing, _SPACING_MAX_MM) + spacing = max(spacing, _SPACING_MIN_MM) + # round down to nearest _SPACING_ROUND_MM + spacing = math.floor(spacing / _SPACING_ROUND_MM) * _SPACING_ROUND_MM + spacing = max(spacing, _SPACING_MIN_MM) + As_prov = a_bar * 1000.0 / spacing + if As_prov >= As_req_mm2: + return dia, spacing, As_prov + # fallback: largest bar at minimum spacing + dia = _STANDARD_DIAS_MM[-1] + a_bar = math.pi * dia ** 2 / 4.0 + spacing = _SPACING_MIN_MM + return dia, spacing, a_bar * 1000.0 / spacing + + +# ── SLS helpers ─────────────────────────────────────────────────────────────── + +def _cracked_section(As_mm2: float, d_mm: float, fck_MPa: float, + b_mm: float = 1000.0) -> tuple: + """ + Cracked-section neutral axis depth x (mm), I_cr (mm⁴), and αe = Es/Ecm. + Ecm per IRC 112:2020 Cl.6.4.2.3 — 22·(fck/10)^0.3 GPa. + Solves b/2·x² + αe·As·x − αe·As·d = 0. + """ + Es = 200_000.0 + Ecm = 22_000.0 * (fck_MPa / 10.0) ** 0.3 + alpha_e = Es / Ecm + A = b_mm / 2.0 + B = alpha_e * As_mm2 + C = -alpha_e * As_mm2 * d_mm + x = (-B + math.sqrt(B**2 - 4.0 * A * C)) / (2.0 * A) + I_cr = b_mm * x**3 / 3.0 + alpha_e * As_mm2 * (d_mm - x) ** 2 + return x, I_cr, alpha_e + + +def _sls_stress(M_SLS_kNm: float, As_mm2: float, d_mm: float, + fck_MPa: float, fy_MPa: float, b_mm: float = 1000.0) -> dict: + """ + IRC 112:2020 Cl.12.2.1 — SLS stress check (characteristic combination). + Limits: σc ≤ 0.48·fck, σs ≤ 0.80·fyk. + """ + x, I_cr, alpha_e = _cracked_section(As_mm2, d_mm, fck_MPa, b_mm) + M_Nmm = M_SLS_kNm * 1.0e6 + sigma_c = M_Nmm * x / I_cr + sigma_s = M_Nmm * (d_mm - x) * alpha_e / I_cr + sc_lim = 0.48 * fck_MPa + ss_lim = 0.80 * fy_MPa + return { + "x": x, + "sigma_c": sigma_c, "sc_lim": sc_lim, "sc_ok": sigma_c <= sc_lim, + "sigma_s": sigma_s, "ss_lim": ss_lim, "ss_ok": sigma_s <= ss_lim, + "ok": sigma_c <= sc_lim and sigma_s <= ss_lim, + } + + +def _sls_crack_width(M_SLS_kNm: float, As_mm2: float, dia_mm: float, + d_mm: float, h_mm: float, cover_mm: float, + fck_MPa: float, fctm_MPa: float, + b_mm: float = 1000.0) -> dict: + """ + IRC 112:2020 Cl.12.3.4 — crack width check (frequent combination). + wk limit = 0.3 mm (exposure XS2/XD2 for bridge decks). + x and d are both measured from the compressive face, so this function + works identically for sagging (compressive face = top) and hogging + (compressive face = bottom). + """ + Es = 200_000.0 + x, I_cr, alpha_e = _cracked_section(As_mm2, d_mm, fck_MPa, b_mm) + M_Nmm = M_SLS_kNm * 1.0e6 + sigma_s = M_Nmm * (d_mm - x) * alpha_e / I_cr + # Effective tension area depth (measured from tensile face) + Ac_eff = ( + min(2.5 * (cover_mm + dia_mm / 2.0), (h_mm - x) / 3.0, h_mm / 2.0) * b_mm + ) + rho_p_eff = As_mm2 / Ac_eff + # Maximum crack spacing — IRC 112:2020 Cl.12.3.4 + k1, k2, k3, k4 = 0.8, 0.5, 3.4, 0.425 + Sr_max = k3 * cover_mm + k1 * k2 * k4 * dia_mm / rho_p_eff + # Mean strain difference (long-term, kt = 0.5) + kt = 0.5 + eps_diff = max( + (sigma_s - kt * (fctm_MPa / rho_p_eff) * (1.0 + alpha_e * rho_p_eff)) / Es, + 0.6 * sigma_s / Es, + ) + wk = Sr_max * eps_diff # mm + wk_lim = 0.3 + return { + "sigma_s": sigma_s, "x": x, "rho_p_eff": rho_p_eff, + "Sr_max": Sr_max, "eps_diff": eps_diff, "wk": wk, "wk_lim": wk_lim, + "ok": wk <= wk_lim, + } + + +# ── governing vehicle ───────────────────────────────────────────────────────── + +def _governing_vehicle(carriageway_width_m: float) -> str: + """ + Return the governing vehicle class based on IRC 6:2017 Table 6A. + Class 70R(W) governs when at least one 70R lane fits; Class A otherwise. + """ + result = IRC6_2017.table_6A(carriageway_width_m) + combos = result.get("vehicle_combinations", []) + for combo in combos: + if "Class70R" in combo: + return KEY_VEHICLE[0] # Class70R(W) + return KEY_VEHICLE[2] # ClassA + + +def _max_wheel_load_kN(vehicle_class: str) -> float: + """ + Maximum single wheel load (kN) for the governing vehicle per IRC 6:2017. + wheel_loads are per-axle totals; each axle splits equally between 2 wheels. + """ + if vehicle_class in (KEY_VEHICLE[0], KEY_VEHICLE[1]): # Class 70R + axle_loads = IRC6_2017.cl_204_1_Class70R_vehicle_wheel()["wheel_loads"] + else: # Class A / B + axle_loads = IRC6_2017.cl_204_1_ClassA_vehicle()["wheel_loads"] + return max(axle_loads) / 2.0 # per-wheel load (kN) + + +def _wheel_contact_width_m(vehicle_class: str) -> float: + """Transverse wheel-contact width (m) for dispersion — IRC 6:2017 drawings.""" + if vehicle_class in (KEY_VEHICLE[0], KEY_VEHICLE[1]): + return 0.300 # Class 70R: 300 mm transverse contact + return 0.250 # Class A: 250 mm transverse contact + + +# ── main design function ────────────────────────────────────────────────────── + +def design_deck_slab(bridge) -> dict: + """ + Design the concrete deck slab of a plate girder bridge. + + Parameters + ---------- + bridge : PlateGirderBridge + Backend instance after design() has been called. + + Returns + ------- + dict + Keys matching DeckDesign.load_data() expectations: + deck_grade, deck_thickness, + rebar_{top,bottom}_{yield,dia,spacing,cover,area}, + deck_design_check. + """ + from osdagbridge.core.utils.common import KEY_SPAN, KEY_CARRIAGEWAY_WIDTH, KEY_DECK_CONCRETE_GRADE_BASIC + from osdagbridge.core.bridge_components.super_structure.deck.geometry import deck_thickness_from_inputs + from osdagbridge.core.bridge_types.plate_girder.initial_sizing import DEFAULT_DECK_THICKNESS + + # ── 1. read bridge parameters ───────────────────────────────────────────── + basic = getattr(bridge, "basic_inputs", {}) + additional = getattr(bridge, "additional_inputs", {}) + sizing = getattr(bridge, "sizing_result", None) + + span_m = float(basic.get(KEY_SPAN, 30.0)) + cw_m = float(basic.get(KEY_CARRIAGEWAY_WIDTH, 7.5)) + concrete_grade = str(basic.get(KEY_DECK_CONCRETE_GRADE_BASIC, "M30")).strip() + + # girder spacing — from sizing result or fallback + if sizing is not None and hasattr(sizing, "girder_spacing"): + beam_spacing_m = float(sizing.girder_spacing) + else: + beam_spacing_m = 2.5 # sensible default + + deck_t_mm = deck_thickness_from_inputs(additional, DEFAULT_DECK_THICKNESS) * 1000.0 + + rebar_grade = str(additional.get("reinforcement_material", "Fe 500")).strip() + cover_top_mm = float(additional.get("top_clear_cover", 50.0)) + cover_bot_mm = float(additional.get("bottom_clear_cover", 40.0)) + + # ── 2. material properties ──────────────────────────────────────────────── + conc = _concrete_props(concrete_grade) + fck = conc["fck"] + fctm = conc["fctm"] + fy = _rebar_fy(rebar_grade) + + # ── 3. governing vehicle & IRC 6 loads ──────────────────────────────────── + vehicle_class = _governing_vehicle(cw_m) + + # Impact factor — IRC 6:2017 Cl.208 + if vehicle_class in (KEY_VEHICLE[0], KEY_VEHICLE[1]): + IF = IRC6_2017.cl_208_3_impact_factor(span_m) + else: + IF = IRC6_2017.cl_208_2_impact_factor(span_m) + impact_factor = 1.0 + IF + + # ULS partial safety factors — IRC 6:2017 Table B.2 + gamma_dl = IRC6_2017.table_B2("dead_load", "adding", "basic") + gamma_ll = IRC6_2017.table_B2("live_load", "leading", "basic") + + # Maximum single wheel load (kN) — IRC 6:2017 Cl.204 + P_wheel_kN = _max_wheel_load_kN(vehicle_class) + + # ── 4. dead load moment (continuous slab, per m width) ─────────────────── + w_DL_kN_m2 = _GAMMA_CONCRETE_KN_M3 * (deck_t_mm / 1000.0) + S = beam_spacing_m + M_DL_kNm = w_DL_kN_m2 * S ** 2 / 10.0 # kNm/m — moment in a continuous slab + + # ── 5. live load moment (effective-width method, IRC 21 Cl.305.16.2) ───── + # Effective dispersion width through slab depth (45° both sides) + bw_m = _wheel_contact_width_m(vehicle_class) + deck_t_mm / 1000.0 + # IRC 21 Cl.305.16.2: beff = K × S × (1 - a/S) + b0 + # K ≈ 2.5 (Table 7 for B/L close to 1), load at a = S/2 → max moment + K = 2.5 + a = S / 2.0 + beff_m = min(K * S * (1.0 - a / S) + bw_m, S) + # Simply-supported transverse moment at mid-span: M = P × a × (S-a) / (S × beff) + M_LL_kNm = P_wheel_kN * a * (S - a) / (S * beff_m) + + # ── 6. ULS design moment ───────────────────────────────────────────────── + M_ULS_bot_kNm = gamma_dl * M_DL_kNm + gamma_ll * impact_factor * M_LL_kNm + M_ULS_top_kNm = 0.75 * M_ULS_bot_kNm # hogging over support ≈ 75% of sagging + + # ── 7. design bottom (sagging) reinforcement ────────────────────────────── + d_bot_mm = deck_t_mm - cover_bot_mm - 6.0 # initial estimate (6 mm = half 12 mm bar) + As_req_bot = max(_required_steel_mm2(M_ULS_bot_kNm, fy, d_bot_mm, fck), + _min_steel_mm2(fctm, fy, d_bot_mm)) + dia_bot, spc_bot, As_bot = _pick_rebar(As_req_bot) + d_bot_mm = deck_t_mm - cover_bot_mm - dia_bot / 2.0 # refined with actual bar + + # ── 8. design top (hogging) reinforcement ──────────────────────────────── + d_top_mm = deck_t_mm - cover_top_mm - 6.0 + As_req_top = max(_required_steel_mm2(M_ULS_top_kNm, fy, d_top_mm, fck), + _min_steel_mm2(fctm, fy, d_top_mm)) + dia_top, spc_top, As_top = _pick_rebar(As_req_top) + d_top_mm = deck_t_mm - cover_top_mm - dia_top / 2.0 + + # ── 9. moment capacity check ───────────────────────────────────────────── + Mu_bot = _moment_capacity_kNm(fy, As_bot, d_bot_mm, fck) + Mu_top = _moment_capacity_kNm(fy, As_top, d_top_mm, fck) + bot_ok = Mu_bot >= M_ULS_bot_kNm + top_ok = Mu_top >= M_ULS_top_kNm + + # ── 10. deck overhang design ───────────────────────────────────────────── + overhang_m = 0.0 + if sizing is not None and hasattr(sizing, "deck_overhang"): + overhang_m = float(sizing.deck_overhang or 0.0) + + if overhang_m > 0.01: + # Minimum clearance from kerb face to wheel — IRC 6:2017 Table 3 + table3 = IRC6_2017.table_3(cw_m) + g_min = float(table3["g_min"]) + + # Railing dead load — IRC 6:2017 Cl.206.5 (kg/m → kN/m) + railing_kN_m = IRC6_2017.cl_206_5_railing_load() * 9.81 / 1000.0 + + # Crash barrier horizontal moment — IRC 6:2017 Cl.206.4 + barrier = IRC6_2017.cl_206_4_crash_barrier_load() + M_barrier_kNm = barrier["moment_at_base_kNm_per_m"] + + # DL cantilever moments at root (kNm/m) + M_DL_slab_oh = w_DL_kN_m2 * overhang_m ** 2 / 2.0 + M_DL_railing_oh = railing_kN_m * overhang_m + M_DL_oh = M_DL_slab_oh + M_DL_railing_oh + + # LL cantilever moment: wheel at g_min clearance from free edge + arm_wheel = overhang_m - g_min + if arm_wheel > 0.0: + bw_oh = _wheel_contact_width_m(vehicle_class) + deck_t_mm / 1000.0 + # IRC 21 Cl.305.16.3 cantilever effective width: beff = 1.3·a + bw + beff_oh = min(1.3 * arm_wheel + bw_oh, overhang_m) + M_LL_oh = P_wheel_kN * arm_wheel / beff_oh + else: + arm_wheel = 0.0 + beff_oh = overhang_m + M_LL_oh = 0.0 + + # ULS hogging moment at root + M_ULS_oh = (gamma_dl * M_DL_oh + + gamma_ll * impact_factor * M_LL_oh + + gamma_ll * M_barrier_kNm) + + # Design top (hogging) reinforcement for overhang + d_oh_mm = deck_t_mm - cover_top_mm - 6.0 + As_req_oh = max(_required_steel_mm2(M_ULS_oh, fy, d_oh_mm, fck), + _min_steel_mm2(fctm, fy, d_oh_mm)) + dia_oh, spc_oh, As_oh = _pick_rebar(As_req_oh) + d_oh_mm = deck_t_mm - cover_top_mm - dia_oh / 2.0 + + Mu_oh = _moment_capacity_kNm(fy, As_oh, d_oh_mm, fck) + oh_ok = Mu_oh >= M_ULS_oh + + overhang_lines = [ + "", + "Deck Overhang Design", + "-" * 40, + f" Overhang length L_oh : {overhang_m * 1000:.0f} mm ({overhang_m:.3f} m)", + f" Min. clearance g_min : {g_min:.3f} m [IRC 6:2017 Table 3]", + f" Railing DL load : {railing_kN_m:.3f} kN/m [IRC 6:2017 Cl.206.5]", + f" Crash barrier moment : {M_barrier_kNm:.2f} kNm/m [IRC 6:2017 Cl.206.4]", + f" Wheel arm from root : {arm_wheel:.3f} m", + f" M_DL (overhang) : {M_DL_oh:.3f} kNm/m (slab {M_DL_slab_oh:.3f} + railing {M_DL_railing_oh:.3f})", + f" M_LL (overhang) : {M_LL_oh:.3f} kNm/m", + f" M_ULS (overhang) : {M_ULS_oh:.3f} kNm/m", + "", + "Overhang Top Reinforcement", + "-" * 40, + f" Effective depth d : {d_oh_mm:.1f} mm", + f" As required : {As_req_oh:.0f} mm²/m", + f" Provided : Ø{dia_oh:.0f} @ {spc_oh:.0f} mm c/c → {As_oh:.0f} mm²/m", + f" Moment capacity Mu : {Mu_oh:.3f} kNm/m", + f" Status : {'PASS' if oh_ok else 'FAIL'}", + ] + else: + g_min = railing_kN_m = M_barrier_kNm = 0.0 + M_DL_oh = M_LL_oh = M_ULS_oh = arm_wheel = 0.0 + dia_oh = spc_oh = As_oh = As_req_oh = d_oh_mm = Mu_oh = 0.0 + oh_ok = True + overhang_lines = [] + + # ── 11. SLS checks (IRC 112:2020) ──────────────────────────────────────── + # Characteristic combination (stress, Cl.12.2.1): γ_DL=1.0, γ_LL=1.0 + # Frequent combination (crack width, Cl.12.3.4): γ_DL=1.0, γ_LL=0.75 + M_SLS_char_bot = M_DL_kNm + impact_factor * M_LL_kNm + M_SLS_char_top = 0.75 * M_SLS_char_bot + M_SLS_freq_bot = M_DL_kNm + 0.75 * impact_factor * M_LL_kNm + M_SLS_freq_top = 0.75 * M_SLS_freq_bot + + sc_bot = _sls_stress(M_SLS_char_bot, As_bot, d_bot_mm, fck, fy) + sc_top = _sls_stress(M_SLS_char_top, As_top, d_top_mm, fck, fy) + cw_bot = _sls_crack_width(M_SLS_freq_bot, As_bot, dia_bot, d_bot_mm, + deck_t_mm, cover_bot_mm, fck, fctm) + cw_top = _sls_crack_width(M_SLS_freq_top, As_top, dia_top, d_top_mm, + deck_t_mm, cover_top_mm, fck, fctm) + + if overhang_m > 0.01: + M_SLS_char_oh = M_DL_oh + impact_factor * M_LL_oh + M_barrier_kNm + M_SLS_freq_oh = M_DL_oh + 0.75 * (impact_factor * M_LL_oh + M_barrier_kNm) + sc_oh = _sls_stress(M_SLS_char_oh, As_oh, d_oh_mm, fck, fy) + cw_oh = _sls_crack_width(M_SLS_freq_oh, As_oh, dia_oh, d_oh_mm, + deck_t_mm, cover_top_mm, fck, fctm) + overhang_sls_lines = [ + "", + "Overhang SLS Stress Check [IRC 112:2020 Cl.12.2.1]", + "-" * 40, + f" M_SLS,char (overhang) : {M_SLS_char_oh:.3f} kNm/m (γ_DL=1.0, γ_LL=1.0)", + f" Concrete σc : {sc_oh['sigma_c']:.2f} MPa ≤ {sc_oh['sc_lim']:.1f} MPa → {'PASS' if sc_oh['sc_ok'] else 'FAIL'}", + f" Steel σs : {sc_oh['sigma_s']:.2f} MPa ≤ {sc_oh['ss_lim']:.1f} MPa → {'PASS' if sc_oh['ss_ok'] else 'FAIL'}", + "", + "Overhang Crack Width Check [IRC 112:2020 Cl.12.3.4]", + "-" * 40, + f" M_SLS,freq (overhang) : {M_SLS_freq_oh:.3f} kNm/m (γ_DL=1.0, γ_LL=0.75)", + f" Steel stress σs : {cw_oh['sigma_s']:.2f} MPa", + f" ρp,eff : {cw_oh['rho_p_eff']:.5f}", + f" Crack spacing Sr,max : {cw_oh['Sr_max']:.1f} mm", + f" Strain diff εsm-εcm : {cw_oh['eps_diff']:.3e}", + f" Crack width wk : {cw_oh['wk']:.4f} mm ≤ {cw_oh['wk_lim']:.1f} mm → {'PASS' if cw_oh['ok'] else 'FAIL'}", + ] + else: + overhang_sls_lines = [] + + sls_lines = [ + "", + "=" * 52, + "SLS Checks (IRC 112:2020)", + "=" * 52, + "", + "Stress Check — Bottom (Sagging) [Cl.12.2.1]", + "-" * 40, + f" M_SLS,char (sagging) : {M_SLS_char_bot:.3f} kNm/m (γ_DL=1.0, γ_LL=1.0)", + f" Neutral axis depth x : {sc_bot['x']:.1f} mm", + f" Concrete σc : {sc_bot['sigma_c']:.2f} MPa ≤ {sc_bot['sc_lim']:.1f} MPa → {'PASS' if sc_bot['sc_ok'] else 'FAIL'}", + f" Steel σs : {sc_bot['sigma_s']:.2f} MPa ≤ {sc_bot['ss_lim']:.1f} MPa → {'PASS' if sc_bot['ss_ok'] else 'FAIL'}", + "", + "Stress Check — Top (Hogging) [Cl.12.2.1]", + "-" * 40, + f" M_SLS,char (hogging) : {M_SLS_char_top:.3f} kNm/m (γ_DL=1.0, γ_LL=1.0)", + f" Concrete σc : {sc_top['sigma_c']:.2f} MPa ≤ {sc_top['sc_lim']:.1f} MPa → {'PASS' if sc_top['sc_ok'] else 'FAIL'}", + f" Steel σs : {sc_top['sigma_s']:.2f} MPa ≤ {sc_top['ss_lim']:.1f} MPa → {'PASS' if sc_top['ss_ok'] else 'FAIL'}", + "", + "Crack Width Check — Bottom (Sagging) [Cl.12.3.4]", + "-" * 40, + f" M_SLS,freq (sagging) : {M_SLS_freq_bot:.3f} kNm/m (γ_DL=1.0, γ_LL=0.75)", + f" Steel stress σs : {cw_bot['sigma_s']:.2f} MPa", + f" ρp,eff : {cw_bot['rho_p_eff']:.5f}", + f" Crack spacing Sr,max : {cw_bot['Sr_max']:.1f} mm", + f" Strain diff εsm-εcm : {cw_bot['eps_diff']:.3e}", + f" Crack width wk : {cw_bot['wk']:.4f} mm ≤ {cw_bot['wk_lim']:.1f} mm → {'PASS' if cw_bot['ok'] else 'FAIL'}", + "", + "Crack Width Check — Top (Hogging) [Cl.12.3.4]", + "-" * 40, + f" M_SLS,freq (hogging) : {M_SLS_freq_top:.3f} kNm/m (γ_DL=1.0, γ_LL=0.75)", + f" Steel stress σs : {cw_top['sigma_s']:.2f} MPa", + f" ρp,eff : {cw_top['rho_p_eff']:.5f}", + f" Crack spacing Sr,max : {cw_top['Sr_max']:.1f} mm", + f" Strain diff εsm-εcm : {cw_top['eps_diff']:.3e}", + f" Crack width wk : {cw_top['wk']:.4f} mm ≤ {cw_top['wk_lim']:.1f} mm → {'PASS' if cw_top['ok'] else 'FAIL'}", + *overhang_sls_lines, + ] + + # ── 12. design check report ─────────────────────────────────────────────── + lines = [ + "IRC 6:2017 Deck Slab Design Summary", + "=" * 52, + "", + f"Governing vehicle : {vehicle_class}", + f"Impact factor (IF) : {impact_factor:.3f} [IRC 6:2017 Cl.208]", + f" (1 + {IF:.3f} for span {span_m:.1f} m)", + f"γ_DL [Table B.2] : {gamma_dl}", + f"γ_LL [Table B.2] : {gamma_ll}", + "", + f"Effective span (S) : {S:.3f} m (girder c/c)", + f"Deck thickness : {deck_t_mm:.0f} mm", + f"Concrete : {concrete_grade} (fck = {fck:.0f} MPa, fctm = {fctm:.1f} MPa)", + f"Reinforcement : {rebar_grade} (fy = {fy:.0f} MPa)", + "", + "Interior Span Loads", + "-" * 40, + f" Dead load (w_DL) : {w_DL_kN_m2:.2f} kN/m²", + f" Max wheel load (P) : {P_wheel_kN:.1f} kN [IRC 6:2017 Cl.204]", + f" Effective width beff : {beff_m:.3f} m [IRC 21 Cl.305.16.2]", + "", + "Interior Span Design Moments", + "-" * 40, + f" M_DL : {M_DL_kNm:.3f} kNm/m", + f" M_LL (unfactored) : {M_LL_kNm:.3f} kNm/m", + f" M_ULS (sagging) : {M_ULS_bot_kNm:.3f} kNm/m", + f" M_ULS (hogging, 75%) : {M_ULS_top_kNm:.3f} kNm/m", + "", + "Bottom (Sagging) Reinforcement", + "-" * 40, + f" Effective depth d : {d_bot_mm:.1f} mm", + f" As required : {As_req_bot:.0f} mm²/m", + f" Provided : Ø{dia_bot:.0f} @ {spc_bot:.0f} mm c/c → {As_bot:.0f} mm²/m", + f" Moment capacity Mu : {Mu_bot:.3f} kNm/m", + f" Status : {'PASS' if bot_ok else 'FAIL'}", + "", + "Top (Hogging) Reinforcement", + "-" * 40, + f" Effective depth d : {d_top_mm:.1f} mm", + f" As required : {As_req_top:.0f} mm²/m", + f" Provided : Ø{dia_top:.0f} @ {spc_top:.0f} mm c/c → {As_top:.0f} mm²/m", + f" Moment capacity Mu : {Mu_top:.3f} kNm/m", + f" Status : {'PASS' if top_ok else 'FAIL'}", + *overhang_lines, + *sls_lines, + ] + design_check_text = "\n".join(lines) + + # ── 13. return UI-compatible dict ───────────────────────────────────────── + result = { + "deck_grade" : concrete_grade, + "deck_thickness" : f"{deck_t_mm:.0f}", + "deck_overhang" : f"{overhang_m * 1000:.0f}", + # top reinforcement (interior hogging) + "rebar_top_yield" : f"{fy:.0f}", + "rebar_top_dia" : f"{dia_top:.0f}", + "rebar_top_spacing" : f"{spc_top:.0f}", + "rebar_top_cover" : f"{cover_top_mm:.0f}", + "rebar_top_area" : f"{As_top:.0f}", + # bottom reinforcement (interior sagging) + "rebar_bottom_yield" : f"{fy:.0f}", + "rebar_bottom_dia" : f"{dia_bot:.0f}", + "rebar_bottom_spacing" : f"{spc_bot:.0f}", + "rebar_bottom_cover" : f"{cover_bot_mm:.0f}", + "rebar_bottom_area" : f"{As_bot:.0f}", + # design check + "deck_design_check" : design_check_text, + } + if overhang_m > 0.01: + result.update({ + "rebar_overhang_yield" : f"{fy:.0f}", + "rebar_overhang_dia" : f"{dia_oh:.0f}", + "rebar_overhang_spacing" : f"{spc_oh:.0f}", + "rebar_overhang_cover" : f"{cover_top_mm:.0f}", + "rebar_overhang_area" : f"{As_oh:.0f}", + }) + return result diff --git a/src/osdagbridge/core/utils/codes/irc6_2017.py b/src/osdagbridge/core/utils/codes/irc6_2017.py index a45988b18..8f292f572 100644 --- a/src/osdagbridge/core/utils/codes/irc6_2017.py +++ b/src/osdagbridge/core/utils/codes/irc6_2017.py @@ -449,6 +449,31 @@ def cl_206_2_kerb_load(): } + @staticmethod + def cl_206_4_crash_barrier_load(): + """ + IRC:6-2017 Clause 206.4 — Crash Barrier Load. + + A horizontal load of 7.5 kN/m is applied at 1.0 m above the deck + surface for design of the deck overhang and crash barrier anchorage. + + Returns + ------- + dict + horizontal_load_kN_per_m : float — 7.5 kN/m + height_m : float — 1.0 m above deck surface + moment_at_base_kNm_per_m : float — 7.5 kNm/m (= 7.5 × 1.0) + clause : str + """ + horizontal_load = 7.5 # kN/m + height_m = 1.0 # m above deck surface + return { + "horizontal_load_kN_per_m" : horizontal_load, + "height_m" : height_m, + "moment_at_base_kNm_per_m" : horizontal_load * height_m, + "clause" : "IRC 6:2017 - 206.4", + } + @staticmethod def cl_206_5_railing_load(): """ From 9e63e3a4c28689aab1f5a265bab76b4be575c54b Mon Sep 17 00:00:00 2001 From: Nidhikhare12 Date: Sat, 9 May 2026 00:44:20 +0530 Subject: [PATCH 208/225] deck design link with dialog box including utilization ratios --- .../bridge_types/plate_girder/deckdesign.py | 45 ++- .../desktop/ui/dialogs/deck_design.py | 261 ++++++++++++++---- 2 files changed, 256 insertions(+), 50 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/deckdesign.py b/src/osdagbridge/core/bridge_types/plate_girder/deckdesign.py index 9cc8636c3..f2f8ac910 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/deckdesign.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/deckdesign.py @@ -208,13 +208,14 @@ def _governing_vehicle(carriageway_width_m: float) -> str: def _max_wheel_load_kN(vehicle_class: str) -> float: """ Maximum single wheel load (kN) for the governing vehicle per IRC 6:2017. - wheel_loads are per-axle totals; each axle splits equally between 2 wheels. + wheel_loads are per-axle totals stored in Newtons (IRC6 unit system uses + t = kN*g = 9810 N); divide by 2 for per-wheel and by 1000 to get kN. """ if vehicle_class in (KEY_VEHICLE[0], KEY_VEHICLE[1]): # Class 70R axle_loads = IRC6_2017.cl_204_1_Class70R_vehicle_wheel()["wheel_loads"] else: # Class A / B axle_loads = IRC6_2017.cl_204_1_ClassA_vehicle()["wheel_loads"] - return max(axle_loads) / 2.0 # per-wheel load (kN) + return max(axle_loads) / 2.0 / 1000.0 # N → kN, axle → per-wheel def _wheel_contact_width_m(vehicle_class: str) -> float: @@ -317,6 +318,12 @@ def design_deck_slab(bridge) -> dict: _min_steel_mm2(fctm, fy, d_bot_mm)) dia_bot, spc_bot, As_bot = _pick_rebar(As_req_bot) d_bot_mm = deck_t_mm - cover_bot_mm - dia_bot / 2.0 # refined with actual bar + # Second pass — recheck with refined d to guard against d decreasing for larger bars + As_req_bot2 = max(_required_steel_mm2(M_ULS_bot_kNm, fy, d_bot_mm, fck), + _min_steel_mm2(fctm, fy, d_bot_mm)) + if As_req_bot2 > As_bot: + dia_bot, spc_bot, As_bot = _pick_rebar(As_req_bot2) + d_bot_mm = deck_t_mm - cover_bot_mm - dia_bot / 2.0 # ── 8. design top (hogging) reinforcement ──────────────────────────────── d_top_mm = deck_t_mm - cover_top_mm - 6.0 @@ -324,6 +331,11 @@ def design_deck_slab(bridge) -> dict: _min_steel_mm2(fctm, fy, d_top_mm)) dia_top, spc_top, As_top = _pick_rebar(As_req_top) d_top_mm = deck_t_mm - cover_top_mm - dia_top / 2.0 + As_req_top2 = max(_required_steel_mm2(M_ULS_top_kNm, fy, d_top_mm, fck), + _min_steel_mm2(fctm, fy, d_top_mm)) + if As_req_top2 > As_top: + dia_top, spc_top, As_top = _pick_rebar(As_req_top2) + d_top_mm = deck_t_mm - cover_top_mm - dia_top / 2.0 # ── 9. moment capacity check ───────────────────────────────────────────── Mu_bot = _moment_capacity_kNm(fy, As_bot, d_bot_mm, fck) @@ -376,6 +388,12 @@ def design_deck_slab(bridge) -> dict: _min_steel_mm2(fctm, fy, d_oh_mm)) dia_oh, spc_oh, As_oh = _pick_rebar(As_req_oh) d_oh_mm = deck_t_mm - cover_top_mm - dia_oh / 2.0 + # Second pass — recheck with refined d (larger bars reduce d below d_init) + As_req_oh2 = max(_required_steel_mm2(M_ULS_oh, fy, d_oh_mm, fck), + _min_steel_mm2(fctm, fy, d_oh_mm)) + if As_req_oh2 > As_oh: + dia_oh, spc_oh, As_oh = _pick_rebar(As_req_oh2) + d_oh_mm = deck_t_mm - cover_top_mm - dia_oh / 2.0 Mu_oh = _moment_capacity_kNm(fy, As_oh, d_oh_mm, fck) oh_ok = Mu_oh >= M_ULS_oh @@ -449,6 +467,16 @@ def design_deck_slab(bridge) -> dict: else: overhang_sls_lines = [] + # ── utilization ratios (demand / capacity) ──────────────────────────────── + ur_bot_uls = M_ULS_bot_kNm / Mu_bot if Mu_bot > 0 else 9.999 + ur_top_uls = M_ULS_top_kNm / Mu_top if Mu_top > 0 else 9.999 + ur_bot_sls_c = sc_bot["sigma_c"] / sc_bot["sc_lim"] + ur_bot_sls_s = sc_bot["sigma_s"] / sc_bot["ss_lim"] + ur_top_sls_c = sc_top["sigma_c"] / sc_top["sc_lim"] + ur_top_sls_s = sc_top["sigma_s"] / sc_top["ss_lim"] + ur_bot_crack = cw_bot["wk"] / cw_bot["wk_lim"] + ur_top_crack = cw_top["wk"] / cw_top["wk_lim"] + sls_lines = [ "", "=" * 52, @@ -556,6 +584,15 @@ def design_deck_slab(bridge) -> dict: "rebar_bottom_area" : f"{As_bot:.0f}", # design check "deck_design_check" : design_check_text, + # utilization ratios + "ur_bot_uls" : round(ur_bot_uls, 3), + "ur_top_uls" : round(ur_top_uls, 3), + "ur_bot_sls_c" : round(ur_bot_sls_c, 3), + "ur_bot_sls_s" : round(ur_bot_sls_s, 3), + "ur_top_sls_c" : round(ur_top_sls_c, 3), + "ur_top_sls_s" : round(ur_top_sls_s, 3), + "ur_bot_crack" : round(ur_bot_crack, 3), + "ur_top_crack" : round(ur_top_crack, 3), } if overhang_m > 0.01: result.update({ @@ -564,5 +601,9 @@ def design_deck_slab(bridge) -> dict: "rebar_overhang_spacing" : f"{spc_oh:.0f}", "rebar_overhang_cover" : f"{cover_top_mm:.0f}", "rebar_overhang_area" : f"{As_oh:.0f}", + "ur_oh_uls" : round(M_ULS_oh / Mu_oh if Mu_oh > 0 else 9.999, 3), + "ur_oh_sls_c" : round(sc_oh["sigma_c"] / sc_oh["sc_lim"], 3), + "ur_oh_sls_s" : round(sc_oh["sigma_s"] / sc_oh["ss_lim"], 3), + "ur_oh_crack" : round(cw_oh["wk"] / cw_oh["wk_lim"], 3), }) return result diff --git a/src/osdagbridge/desktop/ui/dialogs/deck_design.py b/src/osdagbridge/desktop/ui/dialogs/deck_design.py index 75aa67268..2abf655c7 100644 --- a/src/osdagbridge/desktop/ui/dialogs/deck_design.py +++ b/src/osdagbridge/desktop/ui/dialogs/deck_design.py @@ -19,6 +19,7 @@ from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style from osdagbridge.desktop.ui.utils.styled_scroll_area import StyledScrollArea from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar +from osdagbridge.desktop.ui.dialogs.tabs.steel_design_check import UtilizationBar, StatusBadge class NoScrollTable(QTableWidget): @@ -34,23 +35,39 @@ def wheelEvent(self, event): class DeckDesign(QDialog): """ Deck Design dialog — displays deck properties, reinforcement details, - and design check results. + utilization ratios, and design check results. Styling mirrors the Steel Design dialog's Details tab for visual consistency across the application. """ - # Reinforcement table constants — matches Stiffener Details table styling. - _REBAR_ROW_HEIGHT = 50 + _REBAR_ROW_HEIGHT = 50 + _REBAR_HEADER_HEIGHT = 48 _REBAR_HEADERS = [ "Position", "Material Yield\nStrength (MPa)", "Diameter (mm)", "Spacing (mm)", - "Clear Cover from\nTop (mm)", - "Area (mm\u00b2)", + "Clear Cover\n(mm)", + "Area (mm²)", + ] + _REBAR_TYPES = ["Top Layer", "Bottom Layer", "Overhang"] + + # (dict key, display label, is_overhang_row) + _UR_CHECKS = [ + ("ur_bot_uls", "ULS – Bottom (Sagging)", False), + ("ur_top_uls", "ULS – Top (Hogging)", False), + ("ur_oh_uls", "ULS – Overhang", True), + ("ur_bot_sls_c", "SLS – Bottom Concrete Stress", False), + ("ur_bot_sls_s", "SLS – Bottom Steel Stress", False), + ("ur_top_sls_c", "SLS – Top Concrete Stress", False), + ("ur_top_sls_s", "SLS – Top Steel Stress", False), + ("ur_bot_crack", "SLS – Bottom Crack Width", False), + ("ur_top_crack", "SLS – Top Crack Width", False), + ("ur_oh_sls_c", "SLS – Overhang Concrete Stress", True), + ("ur_oh_sls_s", "SLS – Overhang Steel Stress", True), + ("ur_oh_crack", "SLS – Overhang Crack Width", True), ] - _REBAR_TYPES = ["Top Layer", "Bottom Layer"] # ========================================================================= # UI INITIALISATION @@ -76,10 +93,6 @@ def __init__(self, parent=None): # ========================================================================= def setupWrapper(self): - """ - Configure a frameless window with a custom title bar and a resize grip. - The content_widget acts as the root container for the dialog layout. - """ self.setWindowFlags( Qt.FramelessWindowHint | Qt.WindowSystemMenuHint | Qt.Window ) @@ -105,14 +118,13 @@ def setupWrapper(self): main_layout.addLayout(overlay) def init_ui(self): - """Build the top-level layout: scroll area containing the three sections.""" + """Build the top-level layout: scroll area containing all sections.""" self.setupWrapper() main_layout = QVBoxLayout(self.content_widget) main_layout.setContentsMargins(5, 5, 5, 5) main_layout.setSpacing(0) - # ── SCROLL AREA ─────────────────────────────────────────────────────── scroll_area = StyledScrollArea() container = QWidget() @@ -122,28 +134,49 @@ def init_ui(self): container_layout.setContentsMargins(10, 10, 10, 10) container_layout.setSpacing(12) - # Deck Properties: constrain to ~50% width (left half), matching - # the Steel Design Details tab's side-by-side card layout. + # Deck Properties — left half only (mirrors Steel Design Details layout) props_row = QHBoxLayout() props_row.setContentsMargins(0, 0, 0, 0) props_row.setSpacing(0) props_row.addWidget(self._build_properties_section(), 1) - props_row.addStretch(1) # empty right half + props_row.addStretch(1) container_layout.addLayout(props_row) container_layout.addWidget(self._build_reinforcement_section()) + container_layout.addWidget(self._build_utilization_section()) container_layout.addWidget(self._build_design_check_section()) container_layout.addStretch() scroll_area.setWidget(container) main_layout.addWidget(scroll_area) + # Only run deck design if the main design has already been executed + # (sizing_result is None until the Design button is clicked). + backend = getattr(self._main_window, "backend", None) + if backend is not None and getattr(backend, "sizing_result", None) is not None: + try: + from osdagbridge.core.bridge_types.plate_girder.deckdesign import design_deck_slab + result = design_deck_slab(backend) + self.load_data(result) + except Exception: + self.design_check_text.setHtml( + "

" + "Deck design could not be computed. Check inputs and try again." + "

" + ) + else: + self.design_check_text.setHtml( + "

" + "Click Design in the Input panel to run the analysis, " + "then re-open this dialog to see deck design results." + "

" + ) + # ========================================================================= # HELPERS — mirrors steel_design_details.py card / label / grid patterns # ========================================================================= def _create_card_frame(self) -> QFrame: - """Outer card — same as SteelDesignDetailsTab._create_card_frame.""" frame = QFrame() frame.setObjectName("girderCard") frame.setStyleSheet( @@ -156,7 +189,6 @@ def _create_card_frame(self) -> QFrame: return frame def _create_label(self, text: str) -> QLabel: - """Section title label — 13 px bold, matching Steel Design.""" label = QLabel(text) label.setStyleSheet( "font-size: 13px; color: #2B2B2B; font-weight: bold;" @@ -166,7 +198,6 @@ def _create_label(self, text: str) -> QLabel: return label def _create_small_label(self, text: str) -> QLabel: - """Row field label — 11 px, supports HTML rich text.""" label = QLabel(text) label.setTextFormat(Qt.RichText) label.setStyleSheet( @@ -177,7 +208,6 @@ def _create_small_label(self, text: str) -> QLabel: return label def _readonly_field(self) -> QLineEdit: - """Readonly output field — expands to fill its grid column.""" field = QLineEdit() field.setReadOnly(True) field.setMinimumWidth(80) @@ -187,14 +217,13 @@ def _readonly_field(self) -> QLineEdit: return field def _make_grid(self) -> QGridLayout: - """Grid matching Steel Design Details grid spacing.""" grid = QGridLayout() grid.setContentsMargins(0, 0, 0, 0) grid.setHorizontalSpacing(16) grid.setVerticalSpacing(12) grid.setColumnMinimumWidth(0, 230) - grid.setColumnStretch(0, 0) # label: fits content, doesn't stretch - grid.setColumnStretch(1, 1) # field: fills all remaining width + grid.setColumnStretch(0, 0) + grid.setColumnStretch(1, 1) return grid def _add_row(self, grid, row, text, widget): @@ -210,7 +239,7 @@ def _add_row(self, grid, row, text, widget): # ========================================================================= def _build_properties_section(self) -> QFrame: - """Build the Deck Properties card with grade and thickness fields.""" + """Deck Properties card: grade, thickness, and overhang.""" card = self._create_card_frame() card_layout = QVBoxLayout(card) card_layout.setContentsMargins(18, 16, 18, 16) @@ -218,23 +247,20 @@ def _build_properties_section(self) -> QFrame: card_layout.addWidget(self._create_label("Deck Properties:")) grid = self._make_grid() - self.grade_field = self._readonly_field() + self.grade_field = self._readonly_field() self.thickness_field = self._readonly_field() + self.overhang_field = self._readonly_field() r = 0 - r = self._add_row(grid, r, "Grade of Material:", self.grade_field) - r = self._add_row(grid, r, "Thickness (mm):", self.thickness_field) + r = self._add_row(grid, r, "Grade of Material:", self.grade_field) + r = self._add_row(grid, r, "Thickness (mm):", self.thickness_field) + r = self._add_row(grid, r, "Deck Overhang (mm):", self.overhang_field) card_layout.addLayout(grid) return card def _build_reinforcement_section(self) -> QFrame: - """Build the Reinforcement Details card with a styled table. - - The table style mirrors the Stiffener Details table in the Steel - Design Details tab — same font, padding, alternating-row colours, - center alignment, and header treatment. - """ + """Reinforcement Details card with a table for top, bottom, and overhang.""" card = self._create_card_frame() card.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Maximum) card_layout = QVBoxLayout(card) @@ -242,7 +268,6 @@ def _build_reinforcement_section(self) -> QFrame: card_layout.setSpacing(12) card_layout.addWidget(self._create_label("Reinforcement Details:")) - # ── Table widget ────────────────────────────────────────────── num_rows = len(self._REBAR_TYPES) num_cols = len(self._REBAR_HEADERS) @@ -251,7 +276,6 @@ def _build_reinforcement_section(self) -> QFrame: self.rebar_table.setColumnCount(num_cols) self.rebar_table.setHorizontalHeaderLabels(self._REBAR_HEADERS) - # Populate rows — all cells are read-only and center-aligned. for row, type_name in enumerate(self._REBAR_TYPES): type_item = QTableWidgetItem(type_name) type_item.setFlags(Qt.ItemIsEnabled) @@ -264,7 +288,9 @@ def _build_reinforcement_section(self) -> QFrame: cell.setTextAlignment(Qt.AlignCenter) self.rebar_table.setItem(row, col, cell) - # ── Header behaviour ────────────────────────────────────────── + # Hide overhang row (row 2) until load_data() reveals it + self.rebar_table.setRowHidden(2, True) + h_header = self.rebar_table.horizontalHeader() h_header.setSectionResizeMode(QHeaderView.Stretch) h_header.setDefaultAlignment(Qt.AlignCenter) @@ -274,7 +300,6 @@ def _build_reinforcement_section(self) -> QFrame: v_header.setDefaultSectionSize(self._REBAR_ROW_HEIGHT) v_header.setSectionResizeMode(QHeaderView.Stretch) - # ── General table properties ────────────────────────────────── self.rebar_table.setEditTriggers(QTableWidget.NoEditTriggers) self.rebar_table.setSelectionMode(QTableWidget.NoSelection) self.rebar_table.setFocusPolicy(Qt.NoFocus) @@ -283,13 +308,11 @@ def _build_reinforcement_section(self) -> QFrame: self.rebar_table.setHorizontalScrollBarPolicy(Qt.ScrollBarAlwaysOff) self.rebar_table.setAlternatingRowColors(True) - # Height: multi-line headers need ~48 px, each data row is - # _REBAR_ROW_HEIGHT (40 px), plus 2 px for the border. - header_height = 48 - table_height = header_height + num_rows * self._REBAR_ROW_HEIGHT + 2 - self.rebar_table.setFixedHeight(table_height) + # Initial height for 2 visible rows (overhang hidden) + self.rebar_table.setFixedHeight( + self._REBAR_HEADER_HEIGHT + 2 * self._REBAR_ROW_HEIGHT + 2 + ) - # ── Stylesheet — mirrors Stiffener / Lane Details table ─────── self.rebar_table.setStyleSheet(""" QTableWidget { background-color: #ffffff; @@ -317,8 +340,78 @@ def _build_reinforcement_section(self) -> QFrame: card_layout.addWidget(self.rebar_table) return card + def _build_utilization_section(self) -> QFrame: + """Utilization Summary card with demand/capacity bars for all ULS and SLS checks.""" + card = self._create_card_frame() + card_layout = QVBoxLayout(card) + card_layout.setContentsMargins(18, 16, 18, 16) + card_layout.setSpacing(6) + card_layout.addWidget(self._create_label("Utilization Summary:")) + + # Column header + hdr = QHBoxLayout() + hdr.setContentsMargins(0, 2, 0, 4) + hdr_lbl = QLabel("Check") + hdr_lbl.setStyleSheet("font-size: 10px; color: #888; font-weight: bold;") + hdr_lbl.setFixedWidth(230) + hdr.addWidget(hdr_lbl) + hdr.addStretch(1) + for txt in ("UR", "Status"): + w = QLabel(txt) + w.setStyleSheet("font-size: 10px; color: #888; font-weight: bold;") + w.setFixedWidth(52 if txt == "UR" else 64) + w.setAlignment(Qt.AlignCenter) + hdr.addWidget(w) + card_layout.addLayout(hdr) + + # Separator line + sep = QFrame() + sep.setFrameShape(QFrame.HLine) + sep.setStyleSheet("color: #e0e0e0;") + card_layout.addWidget(sep) + + self._ur_widgets: dict = {} + + for key, label, is_overhang in self._UR_CHECKS: + row_w = QWidget() + row_l = QHBoxLayout(row_w) + row_l.setContentsMargins(0, 3, 0, 3) + row_l.setSpacing(8) + + lbl = QLabel(label) + lbl.setStyleSheet("font-size: 11px; color: #333333;") + lbl.setFixedWidth(230) + row_l.addWidget(lbl) + + bar = UtilizationBar() + bar.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) + row_l.addWidget(bar, 1) + + val = QLabel("–") + val.setFixedWidth(52) + val.setAlignment(Qt.AlignCenter) + val.setStyleSheet("font-size: 11px; color: #333333; font-weight: bold;") + row_l.addWidget(val) + + badge = StatusBadge() + row_l.addWidget(badge) + + # Hide overhang rows until overhang data is present + row_w.setVisible(not is_overhang) + card_layout.addWidget(row_w) + + self._ur_widgets[key] = { + "row": row_w, + "bar": bar, + "val": val, + "badge": badge, + "is_overhang": is_overhang, + } + + return card + def _build_design_check_section(self) -> QFrame: - """Build the Design Check card with a read-only text area.""" + """Design Check card with a read-only HTML text area.""" card = self._create_card_frame() card_layout = QVBoxLayout(card) card_layout.setContentsMargins(18, 16, 18, 16) @@ -342,21 +435,53 @@ def _build_design_check_section(self) -> QFrame: card_layout.addWidget(self.design_check_text) return card + # ========================================================================= + # HELPERS + # ========================================================================= + + @staticmethod + def _text_to_html(text: str) -> str: + """Convert the plain-text design report to HTML with PASS/FAIL colouring.""" + lines = [] + for line in text.split("\n"): + esc = (line + .replace("&", "&") + .replace("<", "<") + .replace(">", ">")) + esc = esc.replace( + "PASS", + 'PASS', + ) + esc = esc.replace( + "FAIL", + 'FAIL', + ) + lines.append(esc) + return ( + "
"
+            + "
".join(lines)
+            + "
" + ) + # ========================================================================= # PUBLIC API # ========================================================================= def load_data(self, cad_state: dict) -> None: - """Populate all field widgets from a cad_state snapshot. + """Populate all widgets from a deck-design result dict. - Silently ignores missing or invalid keys. + Silently ignores missing or invalid keys — safe to call with partial data. """ if not cad_state: return + # ── Properties ─────────────────────────────────────────────────────── self.grade_field.setText(str(cad_state.get("deck_grade", ""))) self.thickness_field.setText(str(cad_state.get("deck_thickness", ""))) + self.overhang_field.setText(str(cad_state.get("deck_overhang", ""))) + # ── Reinforcement table ─────────────────────────────────────────────── rebar_map = {0: "top", 1: "bottom"} for row, prefix in rebar_map.items(): for col, suffix in enumerate( @@ -368,6 +493,46 @@ def load_data(self, cad_state: dict) -> None: item.setTextAlignment(Qt.AlignCenter) self.rebar_table.setItem(row, col, item) - self.design_check_text.setPlainText( - str(cad_state.get("deck_design_check", "")) - ) \ No newline at end of file + # Show overhang row only when overhang reinforcement data is present + has_overhang = bool(cad_state.get("rebar_overhang_dia", "")) + self.rebar_table.setRowHidden(2, not has_overhang) + if has_overhang: + for col, suffix in enumerate( + ["yield", "dia", "spacing", "cover", "area"], start=1, + ): + value = cad_state.get(f"rebar_overhang_{suffix}", "") + item = QTableWidgetItem(str(value)) + item.setFlags(Qt.ItemIsEnabled) + item.setTextAlignment(Qt.AlignCenter) + self.rebar_table.setItem(2, col, item) + + n_visible = 2 + (1 if has_overhang else 0) + self.rebar_table.setFixedHeight( + self._REBAR_HEADER_HEIGHT + n_visible * self._REBAR_ROW_HEIGHT + 2 + ) + + # ── Utilization bars ────────────────────────────────────────────────── + for key, widgets in self._ur_widgets.items(): + if widgets["is_overhang"]: + widgets["row"].setVisible(has_overhang) + + raw = cad_state.get(key) + if raw is None: + widgets["val"].setText("–") + widgets["bar"].set_ratio(0.0) + widgets["badge"].set_neutral() + else: + ratio = float(raw) + widgets["val"].setText(f"{ratio:.3f}") + widgets["bar"].set_ratio(ratio) + if ratio <= 1.0: + widgets["badge"].set_pass() + else: + widgets["badge"].set_fail() + + # ── Design check text ───────────────────────────────────────────────── + raw_text = str(cad_state.get("deck_design_check", "")) + if raw_text: + self.design_check_text.setHtml(self._text_to_html(raw_text)) + else: + self.design_check_text.clear() From 31c097e8ad00e46aa58ac0ec6f3e55d1a209c8e5 Mon Sep 17 00:00:00 2001 From: Aditya-Donde Date: Fri, 8 May 2026 01:52:46 +0530 Subject: [PATCH 209/225] refactor: separate wearing course as DW load case and remove dead vehicle load method --- .../bridge_types/plate_girder/analyser.py | 102 ++---------------- .../plate_girder/plategirderbridge.py | 50 +-------- 2 files changed, 8 insertions(+), 144 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/analyser.py b/src/osdagbridge/core/bridge_types/plate_girder/analyser.py index e82327fc1..131c24015 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/analyser.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/analyser.py @@ -74,7 +74,7 @@ def __init__(self): self.model = None # placeholder for overlay load case created later - self.overlay_load_case = None + self.wearing_course_load = None # placeholder for self weight load case created later self.self_weight_load_case = None @@ -430,7 +430,8 @@ def create_deck_load(self, model=None, slab_thickness_m: float | None = None, def create_wearing_course_load(self, model=None, edge_clearance=0.0, thickness_m: float | None = None, - density_kN_m3: float | None = None): + density_kN_m3: float | None = None, + load_factor: float = 1.0): """Creates wearing course load (patch). The magnitude is computed as ``thickness × ρ``. Typical bituminous @@ -446,7 +447,7 @@ def create_wearing_course_load(self, model=None, edge_clearance=0.0, If `model`, `L` or `w` are not provided they default to the instance values `self.model`, `self.L`, `self.w`. - The created load case is stored on `self.overlay_load_case`. + The created load case is stored on `self.wearing_course_load`. """ model = model or self.model if model is None: @@ -492,12 +493,12 @@ def create_wearing_course_load(self, model=None, edge_clearance=0.0, point4=p4, ) - DL_overlay = og.create_load_case(name="Wearing course self weight") + DL_overlay = og.create_load_case(name=f"{load_factor} DW") DL_overlay.add_load(overlay) - model.add_load_case(DL_overlay) + model.add_load_case(DL_overlay, load_factor=load_factor) # store reference on the instance - self.overlay_load_case = DL_overlay + self.wearing_course_load = DL_overlay return DL_overlay @@ -828,7 +829,6 @@ def create_dead_load_combination(self, model=None, load_factor=1.0): _DL_ATTRS = [ "self_weight_load_case", "deck_load_case", - "overlay_load_case", "footpath_load_case", "crash_barrier_load_case", "railing_load_case", @@ -1192,94 +1192,6 @@ def create_moving_vehicle_load_cases( return self.moving_load_cases_list - def add_vehicle_load_with_moving_path( - self, - model=None, - vehicle_type="CLASS70R", - load_case_name="Class 70R", - x_coord=0.0, - z_coord=0.0, - spacing=1.5, - span=None, - y_coord=0.0, - ): - """ - Adds a vehicle load (static + moving) to the grillage model. - - Parameters - ---------- - model : ospgrillage.grillage.Grillage - Grillage model - vehicle_type : str - Load model type (e.g. 'M1600', 'CLASS70R') - load_case_name : str - Name of the static load case - x_coord : float - Initial longitudinal position of vehicle - z_coord : float - Transverse position of vehicle - spacing : float - Vehicle spacing for moving load start position - span : float - Bridge span length - y_coord : float, optional - Vertical coordinate (default = 0.0) - - Returns - ------- - dict - Dictionary containing: - - 'vehicle' - - 'static_load_case' - - 'moving_load_case' - - 'moving_path' - """ - model = model or self.model - if model is None: - raise ValueError("Model is not available. Create model before adding loads.") - - span = span or self.L - - # ----------------------------- - # Create vehicle - # ----------------------------- - vehicle_generator = og.create_load_model(model_type=vehicle_type) - vehicle = vehicle_generator.create() - - # Set global position - vehicle.set_global_coord(og.Point(x_coord, y_coord, z_coord)) - - # ----------------------------- - # Static load case - # ----------------------------- - static_lc = og.create_load_case(name=load_case_name) - static_lc.add_load(vehicle) - model.add_load_case(static_lc) - - # ----------------------------- - # Moving load path - # ----------------------------- - start = og.create_point(x=-spacing, y=0, z=0) - end = og.Point(span, 0, 0) - path = og.create_moving_path(start_point=start, end_point=end) - - # ----------------------------- - # Moving load case - # ----------------------------- - moving_lc_name = f"Moving {load_case_name}" - moving_lc = og.create_moving_load(name=moving_lc_name) - moving_lc.set_path(path) - moving_lc.add_load(vehicle) - - model.add_load_case(moving_lc) - - return { - "vehicle": vehicle, - "static_load_case": static_lc, - "moving_load_case": moving_lc, - "moving_path": path, - } - def analyze(self, model=None): model = model or self.model diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py index 6abe31b3e..2d67bf0f5 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py @@ -503,7 +503,7 @@ def add_dead_loads(self) -> None: model = self.grillage_model model.create_self_weight_load() model.create_deck_load(slab_thickness_m=deck_t_m) - model.create_wearing_course_load(thickness_m=wc_t_m, density_kN_m3=wc_rho) + model.create_wearing_course_load(thickness_m=wc_t_m, density_kN_m3=wc_rho, load_factor=1.0) model.create_footpath_load() model.create_crash_barrier_load(barrier_load_kN_per_m=barrier_load_kN_m) model.create_railing_load(railing_load_kN_per_m=railing_load_kN_m) @@ -596,54 +596,6 @@ def create_moving_vehicle_load_cases( span=span, ) - def add_vehicle_load_with_moving_path( - self, - vehicle_type: str = "CLASS70R", - load_case_name: str = "Class 70R", - x_coord: float = 0.0, - z_coord: float = 0.0, - spacing: float = 1.5, - span: float | None = None, - y_coord: float = 0.0, - ) -> dict: - """ - Add a single vehicle (static + moving) at an explicit position. - - Delegates to BridgeGrillageModel.add_vehicle_load_with_moving_path(). - - Parameters - ---------- - vehicle_type : str - Load model type (e.g. ``'CLASS70R'``, ``'CLASSA'``). - load_case_name : str - Name given to the static load case. - x_coord : float - Initial longitudinal position (m) of the vehicle. - z_coord : float - Transverse position (m) of the vehicle. - spacing : float - Distance (m) behind bridge start for the moving path origin. - span : float, optional - Override the bridge span (m). - y_coord : float - Vertical coordinate (default 0.0). - - Returns - ------- - dict - Keys: ``'vehicle'``, ``'static_load_case'``, - ``'moving_load_case'``, ``'moving_path'``. - """ - return self.grillage_model.add_vehicle_load_with_moving_path( - vehicle_type=vehicle_type, - load_case_name=load_case_name, - x_coord=x_coord, - z_coord=z_coord, - spacing=spacing, - span=span, - y_coord=y_coord, - ) - def analyze(self): """ Run the OpenSees grillage analysis for all registered load cases. From d84d6963cee0b3750cbacd36897e6deebe4ac9ca Mon Sep 17 00:00:00 2001 From: Aditya-Donde Date: Fri, 8 May 2026 05:43:45 +0530 Subject: [PATCH 210/225] group live loads by IRC:6 case and add governing LL load case --- .../bridge_types/plate_girder/analyser.py | 234 +++++++++++------- .../plate_girder/analysis_results.py | 20 +- .../plate_girder/plategirderbridge.py | 28 ++- 3 files changed, 191 insertions(+), 91 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/analyser.py b/src/osdagbridge/core/bridge_types/plate_girder/analyser.py index 131c24015..e48eb9036 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/analyser.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/analyser.py @@ -79,6 +79,10 @@ def __init__(self): # placeholder for self weight load case created later self.self_weight_load_case = None + # -------------------- LIVE LOAD -------------------- + self.vehicle_moving_loads_by_case: dict = {} # {case_num: [vehicle, ...]} + self.vehicle_type_map: dict = {} # {id(vehicle): vehicle_type_str} + # self.geometry = GeometryDefinitions(self.L, self.w, self.model) # -------------------- GEOMETRY / LAYOUT -------------------- @@ -1009,34 +1013,24 @@ def create_vehicle_load_cases(self, model=None): case_num = case["case_num"] combinations = case["combinations"] - for vehicle_type, coord_list in combinations.items(): + # One load case for all vehicles in this case + vehicle_summary = " + ".join( + f"{len(coord_list)}x{vehicle_type}" + for vehicle_type, coord_list in combinations.items() + ) + lc = og.create_load_case(name=f"Case{case_num} {vehicle_summary}") + for vehicle_type, coord_list in combinations.items(): for lane_index, (x_coord, z_coord) in enumerate(coord_list, start=1): - # --------------------------------------- - # Create vehicle - # --------------------------------------- vehicle_generator = og.create_load_model( model_type=vehicle_type.upper() ) vehicle = vehicle_generator.create() - - vehicle.set_global_coord( - og.Point(x_coord, 0.0, z_coord) - ) - - # --------------------------------------- - # Create load case - # --------------------------------------- - load_case_name = f"Case{case_num} {vehicle_type} L{lane_index}" - - lc = og.create_load_case(name=load_case_name) + vehicle.set_global_coord(og.Point(x_coord, 0.0, z_coord)) lc.add_load(vehicle) - model.add_load_case(lc) - - all_vehicle_load_cases.append(lc) - - # print(f"Created load case: {load_case_name}") + model.add_load_case(lc) + all_vehicle_load_cases.append(lc) self.vehicle_load_cases_list = all_vehicle_load_cases @@ -1063,76 +1057,49 @@ def add_vehicle_load_cases_from_combinations(self, model=None): # IRC 6:2017 Cl.208.3 — dynamic load allowance computed from actual span. dla = 1.0 + IRC6_2017.cl_208_3_impact_factor(self.L) # ------------------------------------------------- - # Empty lists + # Reset stores # ------------------------------------------------- self.vehicle_load_cases_list = [] - self.vehicle_moving_loads = [] + self.vehicle_moving_loads_by_case = {} + self.vehicle_type_map = {} for case in vehicle_cases: case_num = case["case_num"] combinations = case["combinations"] - for vehicle_type, coord_list in combinations.items(): + # One load case for all vehicles in this case + vehicle_summary = " + ".join( + f"{len(coord_list)}x{vehicle_type}" + for vehicle_type, coord_list in combinations.items() + ) + lc = og.create_load_case(name=f"Case{case_num} {vehicle_summary}") + self.vehicle_moving_loads_by_case[case_num] = [] + for vehicle_type, coord_list in combinations.items(): for i, (x_coord, z_coord) in enumerate(coord_list): - # ----------------------------- - # Create load case name - # ----------------------------- - lc_name = f"Case{case_num} {vehicle_type} L{i + 1}" - lc = og.create_load_case(name=lc_name) - - # ----------------------------- - # Lane factor - # ----------------------------- - if alf is None: - lane_factor = 1.0 - else: - lane_factor = alf[i] if i < len(alf) else 1.0 - - # ----------------------------- - # Create vehicle model - # ----------------------------- + # Lane factor resets per vehicle type (alf indexed within coord_list) + lane_factor = alf[i] if alf and i < len(alf) else 1.0 + vehicle_generator = og.create_load_model( model_type=vehicle_type.upper() ) - vehicle = vehicle_generator.create() + vehicle.set_global_coord(og.Point(x_coord, 0.0, z_coord)) - # ----------------------------- - # Set global coordinates - # (from vehicle_lane_coordinates) - # ----------------------------- - vehicle.set_global_coord( - og.Point(x_coord, 0.0, z_coord) - ) + lc.add_load(load=vehicle, load_factor=lane_factor) - # ----------------------------- - # Add to load case - # ----------------------------- - lc.add_load( - load=vehicle, - load_factor=lane_factor - ) + self.vehicle_moving_loads_by_case[case_num].append(vehicle) + self.vehicle_type_map[id(vehicle)] = vehicle_type - # ----------------------------- - # Add load case to model - # ----------------------------- - model.add_load_case( - lc, - load_factor=dla - ) - - # ----------------------------- - # Store references - # ----------------------------- - self.vehicle_load_cases_list.append(lc) - self.vehicle_moving_loads.append(vehicle) + model.add_load_case(lc, load_factor=dla) + self.vehicle_load_cases_list.append(lc) - # print( - # f"Created {lc_name} at x={x_coord}, z={z_coord}" - # ) + # Flat list kept for backward-compat guard checks + self.vehicle_moving_loads = [ + v for vs in self.vehicle_moving_loads_by_case.values() for v in vs + ] return self.vehicle_load_cases_list @@ -1151,8 +1118,8 @@ def create_moving_vehicle_load_cases( if model is None: raise ValueError("Model not created yet.") - if not hasattr(self, "vehicle_moving_loads") or not self.vehicle_moving_loads: - raise ValueError("No vehicle loads found. Create vehicle load cases first.") + if not getattr(self, "vehicle_moving_loads_by_case", None): + raise ValueError("No vehicle loads found. Call add_vehicle_load_cases_from_combinations() first.") span = span or self.L @@ -1168,30 +1135,129 @@ def create_moving_vehicle_load_cases( ) # ------------------------------------------------- - # Create moving load cases + # One moving load case per IRC:6 case # ------------------------------------------------- self.moving_load_cases_list = [] - for i, vehicle in enumerate(self.vehicle_moving_loads): - # Use static load case name - static_lc_name = self.vehicle_load_cases_list[i].name - - moving_name = f"Moving {static_lc_name}" + for case_num, vehicles in self.vehicle_moving_loads_by_case.items(): + moving_name = f"Moving Case{case_num}" moving_load = og.create_moving_load(name=moving_name) - moving_load.set_path(moving_path) - moving_load.add_load(vehicle) - model.add_load_case(moving_load) + for vehicle in vehicles: + moving_load.add_load(vehicle) + model.add_load_case(moving_load) self.moving_load_cases_list.append(moving_load) - # print(f"Created moving load case: {moving_name}") - return self.moving_load_cases_list + def create_governing_ll_load_case(self, dataset, model=None, load_factor: float = 1.0): + """ + Identify the governing static vehicle load case (max |Mz_i|), create a + single ``"{load_factor} LL"`` load case from it, register it with the + given load_factor, and re-run the analysis. + + Must be called after analyze() so the dataset is available. + + Parameters + ---------- + dataset : xarray.Dataset + Results from the initial analysis (returned by analyze()). + load_factor : float + ULS load factor applied to the governing LL case (default 1.0). + + Returns + ------- + xarray.Dataset + Updated results dataset that includes the new LL load case. + """ + model = model or self.model + if model is None: + raise ValueError("Model is not available.") + + all_lcs = list(dataset.coords["Loadcase"].values) + static_lcs = [lc for lc in all_lcs if str(lc).lower().startswith("case")] + + if not static_lcs: + warnings.warn("No vehicle static load cases found; skipping LL creation.") + self.ll_load_case = None + return dataset + + # Collect longitudinal girder elements only (exclude transverse slabs and edge beams) + girder_elements = [] + for member_type in ("interior_main_beam", "exterior_main_beam_1", "exterior_main_beam_2"): + try: + girder_elements.extend(model.get_element(member=member_type, options="elements")) + except Exception: + pass + girder_elements = list(set(girder_elements)) + + # Find governing LC: max |Mz_i| on girder elements + governing_lc = None + governing_val = -1.0 + + for lc in static_lcs: + try: + if girder_elements: + mz = dataset["forces"].sel(Loadcase=lc, Element=girder_elements, Component="Mz_i") + else: + mz = dataset["forces"].sel(Loadcase=lc, Component="Mz_i") + val = float(abs(mz).max()) + if val > governing_val: + governing_val = val + governing_lc = lc + except Exception: + continue + + if governing_lc is None: + warnings.warn("Could not determine governing LL case; skipping LL creation.") + self.ll_load_case = None + return dataset + + print(f"Governing LL: {governing_lc} (max |Mz_i| = {governing_val / 1000:.2f} kNm)") + + # Find the matching load case object from vehicle_load_cases_list + target_lc_obj = next( + (lc for lc in getattr(self, "vehicle_load_cases_list", []) + if lc.name == str(governing_lc)), + None, + ) + + if target_lc_obj is None: + warnings.warn(f"Load case object '{governing_lc}' not found; skipping LL creation.") + self.ll_load_case = None + return dataset + + # Build LL load case from the governing case's loads + LL = og.create_load_case(name=f"{load_factor} LL") + for entry in target_lc_obj.load_groups: + LL.add_load(entry["load"]) + + model.add_load_case(LL, load_factor=load_factor) + self.ll_load_case = LL + self.governing_ll_name = str(governing_lc) + + # Re-analyze to include LL in the results dataset. + # ospgrillage appends results for all load cases on each analyze() call, + # so deduplicate the Loadcase coordinate by keeping the first occurrence. + model.analyze() + ds = model.get_results() + + lc_vals = ds.coords["Loadcase"].values + seen: set = set() + unique_idx = [] + for i, val in enumerate(lc_vals): + if val not in seen: + seen.add(val) + unique_idx.append(i) + if len(unique_idx) < len(lc_vals): + ds = ds.isel(Loadcase=unique_idx) + + return ds + def analyze(self, model=None): model = model or self.model diff --git a/src/osdagbridge/core/bridge_types/plate_girder/analysis_results.py b/src/osdagbridge/core/bridge_types/plate_girder/analysis_results.py index 00f8116fc..0973887a2 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/analysis_results.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/analysis_results.py @@ -1379,9 +1379,10 @@ def _get_vehicle_df(self, lc): - Splits each axle load equally into 2 wheel loads (L / R) - Falls back to raw point data for unrecognised vehicle types """ - moving_data = [] - total_v_audit = 0.0 - lc_name = lc.name # e.g. "Case1 Class70R L1" or "Case1 ClassA L1" + moving_data = [] + total_v_audit = 0.0 + lc_name = lc.name # e.g. "Case1" (new) or "Case1 ClassA L1" (legacy) + vehicle_type_map = getattr(self.bridge, 'vehicle_type_map', {}) for lg in lc.load_groups: load_obj = lg["load"] @@ -1395,14 +1396,23 @@ def _get_vehicle_df(self, lc): global_z = float(getattr(gc, 'z', 0.0)) # ── 2. Detect vehicle type → fetch IRC6 local geometry ──────────── + # New path: per-object lookup from analyser's vehicle_type_map + vehicle_type = vehicle_type_map.get(id(load_obj)) + # Legacy fallback: detect from LC name (old per-vehicle LC format) + if vehicle_type is None: + if 'Class70R' in lc_name: + vehicle_type = 'Class70R' + elif 'ClassA' in lc_name: + vehicle_type = 'ClassA' + irc_data = None - if 'Class70R' in lc_name: + if vehicle_type == 'Class70R': try: irc_data = IRC6_2017.cl_204_1_Class70R_vehicle_wheel() irc_data['_type'] = 'Class70R(W)' except Exception: pass - elif 'ClassA' in lc_name: + elif vehicle_type == 'ClassA': try: irc_data = IRC6_2017.cl_204_1_ClassA_vehicle() irc_data['_type'] = 'ClassA' diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py index 2d67bf0f5..706d787b5 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py @@ -187,6 +187,7 @@ def design(self) -> None: self.add_dead_loads() self.add_live_loads() dataset = self.analyze() + dataset = self.create_governing_ll_load_case(dataset, load_factor=1.0) sp = self.section_props sr = self.sizing_result @@ -614,8 +615,31 @@ def analyze(self): cases, indexed by Loadcase, Node/Element, and Component. """ return self.grillage_model.analyze() - - + + def create_governing_ll_load_case(self, dataset, load_factor: float = 1.0): + """ + Identify the governing static vehicle load case, create a + ``"{load_factor} LL"`` load case from it, and re-analyze. + + Must be called after analyze(). + + Parameters + ---------- + dataset : xarray.Dataset + Results from the initial analysis. + load_factor : float + ULS load factor for the governing LL case (default 1.0). + + Returns + ------- + xarray.Dataset + Updated dataset including the LL load case. + """ + return self.grillage_model.create_governing_ll_load_case( + dataset=dataset, + load_factor=load_factor, + ) + # ───────────────────────────────────────────────────────────────────────── # DCR checks # ───────────────────────────────────────────────────────────────────────── From 986140ad03eaa8ae37bc271c9ba29457bdc6800b Mon Sep 17 00:00:00 2001 From: Aditya-Donde Date: Fri, 8 May 2026 06:20:27 +0530 Subject: [PATCH 211/225] fix: compute moving load path from IRC:6 vehicle length and cache deduplicated results --- .../core/bridge_types/plate_girder/analyser.py | 3 +++ .../bridge_types/plate_girder/plategirderbridge.py | 12 +++++++++++- 2 files changed, 14 insertions(+), 1 deletion(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/analyser.py b/src/osdagbridge/core/bridge_types/plate_girder/analyser.py index e48eb9036..930f019e5 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/analyser.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/analyser.py @@ -1256,6 +1256,9 @@ def create_governing_ll_load_case(self, dataset, model=None, load_factor: float if len(unique_idx) < len(lc_vals): ds = ds.isel(Loadcase=unique_idx) + # Cache the clean dataset so get_results_dataset() returns it instead + # of calling model.get_results() which always has duplicates. + self._deduplicated_results = ds return ds def analyze(self, model=None): diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py index 706d787b5..6362aa2cd 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py @@ -674,9 +674,19 @@ def _run_dcr_checks(self, dataset) -> None: # ───────────────────────────────────────────────────────────────────────── def get_results_dataset(self): - """Return the xarray Dataset of analysis results.""" + """Return the xarray Dataset of analysis results. + + After create_governing_ll_load_case() runs a second analysis pass, the + raw model.get_results() contains duplicate Loadcase entries. The + deduplicated copy is cached on the grillage model and returned here so + that all downstream consumers (plot widgets, result handlers) always + see a clean, uniquely-indexed dataset. + """ if self.grillage_model.model is None: return None + cached = getattr(self.grillage_model, '_deduplicated_results', None) + if cached is not None: + return cached return self.grillage_model.model.get_results() # ───────────────────────────────────────────────────────────────────────── From 109c653f9fde10f92fac486dbb66aa0d7ef02cec Mon Sep 17 00:00:00 2001 From: Aditya-Donde Date: Fri, 8 May 2026 06:23:42 +0530 Subject: [PATCH 212/225] live load and analysis pipeline updates --- .../bridge_types/plate_girder/analyser.py | 53 +++++++++++++------ .../plate_girder/plategirderbridge.py | 8 ++- 2 files changed, 41 insertions(+), 20 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/analyser.py b/src/osdagbridge/core/bridge_types/plate_girder/analyser.py index 930f019e5..50a258786 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/analyser.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/analyser.py @@ -1103,15 +1103,39 @@ def add_vehicle_load_cases_from_combinations(self, model=None): return self.vehicle_load_cases_list + @staticmethod + def _vehicle_length(vehicle_type: str) -> float: + """ + Return the full axle-span length (m) for a vehicle type by reading the + last axle position from the IRC6_2017 local geometry. + + Class70R last axle ≈ 15.12 m, ClassA last axle ≈ 20.30 m. + Falls back to 25.0 m for unknown types. + """ + try: + if vehicle_type == 'Class70R': + data = IRC6_2017.cl_204_1_Class70R_vehicle_wheel() + elif vehicle_type == 'ClassA': + data = IRC6_2017.cl_204_1_ClassA_vehicle() + else: + return 25.0 + return float(max(data['x'])) + except Exception: + return 25.0 + def create_moving_vehicle_load_cases( self, model=None, - start_offset=-25.0, span=None, ): """ - Creates moving load cases corresponding to - previously created static vehicle load cases. + Creates moving load cases corresponding to previously created static + vehicle load cases. + + The traversal path for each case is computed from the IRC:6 vehicle + geometry: start = -vehicle_length, end = span + vehicle_length + so the vehicle fully enters and exits the bridge. Different cases + may have different vehicle types and therefore different path extents. """ model = model or self.model @@ -1123,25 +1147,24 @@ def create_moving_vehicle_load_cases( span = span or self.L - # ------------------------------------------------- - # Create moving path - # ------------------------------------------------- - start = og.create_point(x=start_offset, y=0, z=0) - end = og.Point(span, 0, 0) - - moving_path = og.create_moving_path( - start_point=start, - end_point=end - ) - # ------------------------------------------------- # One moving load case per IRC:6 case # ------------------------------------------------- self.moving_load_cases_list = [] for case_num, vehicles in self.vehicle_moving_loads_by_case.items(): - moving_name = f"Moving Case{case_num}" + # Compute the longest vehicle length in this case + max_len = max( + (self._vehicle_length(self.vehicle_type_map.get(id(v), '')) + for v in vehicles), + default=25.0, + ) + + start = og.create_point(x=-max_len, y=0, z=0) + end = og.Point(span + max_len, 0, 0) + moving_path = og.create_moving_path(start_point=start, end_point=end) + moving_name = f"Moving Case{case_num}" moving_load = og.create_moving_load(name=moving_name) moving_load.set_path(moving_path) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py index 6362aa2cd..d12728593 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py @@ -570,20 +570,19 @@ def add_vehicle_load_cases_from_combinations(self) -> list: def create_moving_vehicle_load_cases( self, - start_offset: float = -25.0, span: float | None = None, ) -> list: """ Create moving load cases for all vehicles previously created by add_vehicle_load_cases_from_combinations(). + The traversal path extents are derived from each vehicle's IRC:6 + length: start = -vehicle_length, end = span + vehicle_length. + Delegates to BridgeGrillageModel.create_moving_vehicle_load_cases(). Parameters ---------- - start_offset : float - Longitudinal offset (m) behind the bridge start where vehicles - begin traversal (default -25.0). span : float, optional Override the bridge span (m); defaults to the analysed span. @@ -593,7 +592,6 @@ def create_moving_vehicle_load_cases( All created moving load case objects. """ return self.grillage_model.create_moving_vehicle_load_cases( - start_offset=start_offset, span=span, ) From 1a960af5b3ae59d1916ae6f2746a0e84eacf426a Mon Sep 17 00:00:00 2001 From: Aditya-Donde Date: Mon, 11 May 2026 05:16:42 +0530 Subject: [PATCH 213/225] =?UTF-8?q?implement=20wind=20load=20pipeline=20pe?= =?UTF-8?q?r=20IRC:6-2017=20Cl.209.3.3=E2=80=93209.3.5?= MIME-Version: 1.0 Content-Type: text/plain; charset=UTF-8 Content-Transfer-Encoding: 8bit --- .../bridge_types/plate_girder/analyser.py | 232 +++++++++++++++++- .../plate_girder/plategirderbridge.py | 69 +++++- src/osdagbridge/core/utils/codes/irc6_2017.py | 172 +++++++------ 3 files changed, 374 insertions(+), 99 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/analyser.py b/src/osdagbridge/core/bridge_types/plate_girder/analyser.py index 50a258786..ae85af34a 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/analyser.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/analyser.py @@ -435,7 +435,7 @@ def create_deck_load(self, model=None, slab_thickness_m: float | None = None, def create_wearing_course_load(self, model=None, edge_clearance=0.0, thickness_m: float | None = None, density_kN_m3: float | None = None, - load_factor: float = 1.0): + partial_safety_factor: float = 1.0): """Creates wearing course load (patch). The magnitude is computed as ``thickness × ρ``. Typical bituminous @@ -497,9 +497,9 @@ def create_wearing_course_load(self, model=None, edge_clearance=0.0, point4=p4, ) - DL_overlay = og.create_load_case(name=f"{load_factor} DW") + DL_overlay = og.create_load_case(name=f"{partial_safety_factor} DW") DL_overlay.add_load(overlay) - model.add_load_case(DL_overlay, load_factor=load_factor) + model.add_load_case(DL_overlay, load_factor=partial_safety_factor) # store reference on the instance self.wearing_course_load = DL_overlay @@ -814,11 +814,217 @@ def create_median_load(self, model=None, median_load_kN_per_m: float | None = No return DL_median + # ============================================================ + # Wind Load + # ============================================================ + + def create_wind_load( + self, + model=None, + railing_height: float = 0.0, + crash_barrier_height: float = 0.0, + deck_thickness: float = 0.2, + openings_in_railing: float = 0.0, + height_for_pz: float = 10.0, + terrain: str = "plain", + basic_wind_speed: float = 33.0, + girder_section: str = "plate", + number_of_girders: int | None = None, + c_spacing: float | None = None, + b_width: float | None = None, + d_depth: float | None = None, + partial_safety_factor: float = 1.0, + ) -> dict: + """ + Creates wind load cases per IRC:6-2017 Cl.209.3.3–209.3.5 and + combines them into a single WL load case. + + Load cases created + ------------------ + ``"WL Transverse"`` : FT as a line load on the two exterior main + girder grid lines (z-direction, N/m). + ``"WL Longitudinal"`` : FL = 0.25 × FT as a patch load over the full + deck footprint (x-direction, N/m²). + ``"WL Uplift"`` : upward patch load Pz × G × CL over the full + deck footprint (−y direction, N/m²). + ``"{lf} WL"`` : combined case (all three), registered with + ``partial_safety_factor``. + + Parameters + ---------- + railing_height : float + Height of railing in metres (KEY_RAILING_HEIGHT). Use 0 when a + crash barrier is present instead. + crash_barrier_height : float + Height of crash barrier in metres. Use 0 when railing is present. + deck_thickness : float + Deck slab thickness in metres (KEY_DECK_THICKNESS). + openings_in_railing : float + Net openings in railing in metres (0 if solid). + height_for_pz : float + Height at which Pz is evaluated via Table 12 (metres). + terrain : str + ``"plain"`` or ``"obstructed"``. + basic_wind_speed : float + Basic wind speed V_b in m/s (from IRC:6-2017 Fig. 10). + girder_section : str + ``"slab"``, ``"plate"``, or ``"rolled"`` — used for CD. + number_of_girders : int, optional + Number of main girders. Defaults to the number of main girder + grid lines derived from the grillage mesh. + c_spacing : float, optional + Centre-to-centre girder spacing in metres (KEY_GIRDER_SPACING). + Required for plate girders (n ≥ 2) and rolled beams (n ≥ 2). + b_width : float, optional + Beam/box section width in metres. + d_depth : float, optional + Depth of windward girder in metres (KEY_GIRDER_DEPTH). + partial_safety_factor : float + Partial safety factor applied to the combined WL load case. + + Returns + ------- + dict + ``{"WL_T": ..., "WL_L": ..., "WL_V": ..., "WL": ...}`` + — the four ospgrillage load-case objects. + """ + model = model or self.model + if model is None: + raise ValueError("Model not created. Call create_model() first.") + + span = self.L + + # ── Resolve number of main girders from mesh when not supplied ──── + noz_all = model.Mesh_obj.noz + # Main girder positions: skip edge-beam slots (index 0 and -1) + main_noz = noz_all[1:-1] if self.edge_dist > 0 else noz_all + n_main_girders = number_of_girders or len(main_noz) + + # ── 1. IRC:6-2017 Cl.209.3.3 — transverse wind force ───────────── + ft_result = IRC6_2017.cl_209_3_3_transverse_wind_load( + span=span, + railing_height=railing_height, + crash_barrier_height=crash_barrier_height, + deck_thickness=deck_thickness, + openings_in_railing=openings_in_railing, + height_for_pz=height_for_pz, + terrain=terrain, + basic_wind_speed=basic_wind_speed, + girder_section=girder_section, + number_of_girders=n_main_girders, + c_spacing=c_spacing, + b_width=b_width, + d_depth=d_depth, + ) + + Pz = ft_result["Pz"] # N/m² + G = ft_result["G"] + FT_total = ft_result["FT"] # total transverse force (N) + + # Transverse line-load intensity (N/m) on exterior girders + FT_per_m = FT_total / span + + # Deck footprint — shared by WL_L and WL_V + deck_geom = self.load_manager.deck_load() + bridge_width = self.w or self.bridge_geometry.width + deck_area = span * bridge_width # m² + + # Longitudinal patch intensity (N/m²) — Cl.209.3.4: FL = 0.25 FT + FL_per_m2 = (0.25 * FT_total) / deck_area + + # Uplift patch intensity (N/m²) — Cl.209.3.5: FV/A = Pz × G × CL + CL = 0.75 + FV_per_m2 = Pz * G * CL # upward (applied as −y) + + print( + f"Wind loads (IRC:6-2017): Pz={Pz:.1f} N/m² " + f"FT={FT_total/1000:.2f} kN FT/m={FT_per_m/1000:.3f} kN/m " + f"FL={FL_per_m2:.4f} N/m² FV={FV_per_m2:.2f} N/m²" + ) + + # ── 2. Exterior main-girder z-positions ─────────────────────────── + # Both exterior girder lines are loaded so analysis covers wind from + # either side. + ext_z = [main_noz[0], main_noz[-1]] + + # ── Mesh grid lines (sorted) used for tributary calculations ───── + nox_sorted = sorted(model.Mesh_obj.nox) # x grid lines + noz_sorted = sorted(model.Mesh_obj.noz) # z grid lines + node_spec = model.Mesh_obj.node_spec # {tag: {"coordinate": [x,y,z]}} + + def _trib_1d(positions: list, value: float) -> float: + """Tributary half-interval for `value` inside sorted `positions`.""" + idx = min(range(len(positions)), key=lambda i: abs(positions[i] - value)) + left = (positions[idx] - positions[idx - 1]) / 2 if idx > 0 else 0.0 + right = (positions[idx + 1] - positions[idx]) / 2 if idx < len(positions) - 1 else 0.0 + return left + right + + TOL = 1e-3 # coordinate matching tolerance (m) + + # ── 3. WL Transverse — nodal Fz on exterior girder nodes ───────── + # ospgrillage's p parameter is y-direction only; horizontal wind + # must be applied as nodal forces (Fz for transverse, IRC:6 Cl.209.3.3). + WL_T = og.create_load_case(name="WL Transverse") + for z_target in ext_z: + for tag, spec in node_spec.items(): + coord = spec["coordinate"] + if abs(coord[2] - z_target) > TOL: + continue + trib_x = _trib_1d(nox_sorted, coord[0]) + Fz = FT_per_m * trib_x # N (force = intensity × tributary length) + WL_T.add_load(og.create_load( + loadtype="nodal", node_tag=tag, + Fx=0, Fy=0, Fz=Fz, Mx=0, My=0, Mz=0, + )) + model.add_load_case(WL_T) + self.wind_transverse_load_case = WL_T + + # ── 4. WL Longitudinal — nodal Fx on all deck nodes ────────────── + # FL = 0.25 FT distributed over full deck as a horizontal x-direction + # load (IRC:6 Cl.209.3.4). + WL_L = og.create_load_case(name="WL Longitudinal") + for tag, spec in node_spec.items(): + coord = spec["coordinate"] + trib_area = _trib_1d(nox_sorted, coord[0]) * _trib_1d(noz_sorted, coord[2]) + Fx = FL_per_m2 * trib_area # N (force = intensity × tributary area) + WL_L.add_load(og.create_load( + loadtype="nodal", node_tag=tag, + Fx=Fx, Fy=0, Fz=0, Mx=0, My=0, Mz=0, + )) + model.add_load_case(WL_L) + self.wind_longitudinal_load_case = WL_L + + # ── 5. WL Uplift — nodal Fy (upward, -y) on every deck node ───────── + # ospgrillage patch loads only cover nodes strictly inside the boundary; + # edge nodes may be missed. Nodal loads guarantee full coverage. + # Fy is negative (upward) per IRC:6 Cl.209.3.5: FV/A = Pz × G × CL. + WL_V = og.create_load_case(name="WL Uplift") + for tag, spec in node_spec.items(): + coord = spec["coordinate"] + trib_area = _trib_1d(nox_sorted, coord[0]) * _trib_1d(noz_sorted, coord[2]) + Fy = -FV_per_m2 * trib_area # N, negative = upward + WL_V.add_load(og.create_load( + loadtype="nodal", node_tag=tag, + Fx=0, Fy=Fy, Fz=0, Mx=0, My=0, Mz=0, + )) + model.add_load_case(WL_V) + self.wind_uplift_load_case = WL_V + + # ── 6. WL Combined ──────────────────────────────────────────────── + WL = og.create_load_case(name=f"{partial_safety_factor} WL") + for sub_lc in (WL_T, WL_L, WL_V): + for entry in sub_lc.load_groups: + WL.add_load(entry["load"]) + model.add_load_case(WL, load_factor=partial_safety_factor) + self.wind_load_case = WL + + return {"WL_T": WL_T, "WL_L": WL_L, "WL_V": WL_V, "WL": WL} + # ============================================================ # Dead Load Combination # ============================================================ - def create_dead_load_combination(self, model=None, load_factor=1.0): + def create_dead_load_combination(self, model=None, partial_safety_factor=1.0): """ Creates a single ``"DL"`` load case by adding all individual dead-load sub-case loads into it. @@ -839,7 +1045,7 @@ def create_dead_load_combination(self, model=None, load_factor=1.0): "median_load_case", ] - DL_combined = og.create_load_case(name=f"{load_factor} DL") + DL_combined = og.create_load_case(name=f"{partial_safety_factor} DL") added = False for attr in _DL_ATTRS: @@ -856,7 +1062,7 @@ def create_dead_load_combination(self, model=None, load_factor=1.0): ) return None - model.add_load_case(DL_combined, load_factor=load_factor) + model.add_load_case(DL_combined, load_factor=partial_safety_factor) self.dead_load_combination = DL_combined return DL_combined @@ -1177,11 +1383,11 @@ def create_moving_vehicle_load_cases( return self.moving_load_cases_list - def create_governing_ll_load_case(self, dataset, model=None, load_factor: float = 1.0): + def create_governing_ll_load_case(self, dataset, model=None, partial_safety_factor: float = 1.0): """ Identify the governing static vehicle load case (max |Mz_i|), create a - single ``"{load_factor} LL"`` load case from it, register it with the - given load_factor, and re-run the analysis. + single ``"{partial_safety_factor} LL"`` load case from it, register it with the + given partial_safety_factor, and re-run the analysis. Must be called after analyze() so the dataset is available. @@ -1189,8 +1395,8 @@ def create_governing_ll_load_case(self, dataset, model=None, load_factor: float ---------- dataset : xarray.Dataset Results from the initial analysis (returned by analyze()). - load_factor : float - ULS load factor applied to the governing LL case (default 1.0). + partial_safety_factor : float + ULS partial safety factor applied to the governing LL case (default 1.0). Returns ------- @@ -1255,11 +1461,11 @@ def create_governing_ll_load_case(self, dataset, model=None, load_factor: float return dataset # Build LL load case from the governing case's loads - LL = og.create_load_case(name=f"{load_factor} LL") + LL = og.create_load_case(name=f"{partial_safety_factor} LL") for entry in target_lc_obj.load_groups: LL.add_load(entry["load"]) - model.add_load_case(LL, load_factor=load_factor) + model.add_load_case(LL, load_factor=partial_safety_factor) self.ll_load_case = LL self.governing_ll_name = str(governing_lc) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py index d12728593..13dde248e 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py @@ -186,8 +186,9 @@ def design(self) -> None: self.setup_grillage() self.add_dead_loads() self.add_live_loads() + self.add_wind_loads() dataset = self.analyze() - dataset = self.create_governing_ll_load_case(dataset, load_factor=1.0) + dataset = self.create_governing_ll_load_case(dataset, partial_safety_factor=1.0) sp = self.section_props sr = self.sizing_result @@ -504,12 +505,12 @@ def add_dead_loads(self) -> None: model = self.grillage_model model.create_self_weight_load() model.create_deck_load(slab_thickness_m=deck_t_m) - model.create_wearing_course_load(thickness_m=wc_t_m, density_kN_m3=wc_rho, load_factor=1.0) + model.create_wearing_course_load(thickness_m=wc_t_m, density_kN_m3=wc_rho, partial_safety_factor=1.0) model.create_footpath_load() model.create_crash_barrier_load(barrier_load_kN_per_m=barrier_load_kN_m) model.create_railing_load(railing_load_kN_per_m=railing_load_kN_m) model.create_median_load() - model.create_dead_load_combination(load_factor=1.0) + model.create_dead_load_combination(partial_safety_factor=1.0) # ───────────────────────────────────────────────────────────────────────── # Live loads — vehicle and moving loads applied after the grillage model @@ -527,6 +528,58 @@ def add_live_loads(self) -> None: model.add_vehicle_load_cases_from_combinations() model.create_moving_vehicle_load_cases() + # ───────────────────────────────────────────────────────────────────────── + # Wind loads — applied after dead and live loads, before analysis + # ───────────────────────────────────────────────────────────────────────── + + def add_wind_loads(self) -> None: + """ + Apply wind loads to the grillage model per IRC:6-2017 Cl.209.3.3–209.3.5. + + Wind parameters are read from ``self.additional_inputs`` (the + Additional Inputs dialog). Any parameter not yet supplied falls back + to a sensible default so the method is always safe to call. + + Load cases created (delegated to BridgeGrillageModel.create_wind_load): + - ``"WL Transverse"`` — FT line load on the two exterior girders + - ``"WL Longitudinal"`` — FL = 0.25 FT patch load over the full deck + - ``"WL Uplift"`` — Pz × G × CL patch load (upward) on the deck + - ``"1.0 WL"`` — combined load case with partial_safety_factor = 1.0 + """ + ai = self.additional_inputs + sp = self.section_props + sr = self.sizing_result + + # ── Wind speed / terrain ───────────────────────────────────────── + basic_wind_speed = float(ai.get("basic_wind_speed") or 33.0) + height_for_pz = float(ai.get("avg_exposed_height") or 10.0) + terrain_raw = str(ai.get("terrain_type") or "Plain Terrain") + terrain = "plain" if "plain" in terrain_raw.lower() else "obstructed" + + # ── Exposed height components ──────────────────────────────────── + railing_height = float(ai.get("railing_height") or 0.0) + crash_barrier_height = float(ai.get("crash_barrier_height") or 0.0) + deck_t_m = deck_thickness_from_inputs(ai, _DEFAULT_DECK_THICKNESS_MM) + + # ── Girder geometry for CD ─────────────────────────────────────── + d_depth = sp.get("D", 1.5) if sp else 1.5 + c_spacing = sr.girder_spacing if sr else DEFAULT_GIRDER_SPACING + n_girders = sr.no_of_girders if sr else None + + self.grillage_model.create_wind_load( + railing_height=railing_height, + crash_barrier_height=crash_barrier_height, + deck_thickness=deck_t_m, + height_for_pz=height_for_pz, + terrain=terrain, + basic_wind_speed=basic_wind_speed, + girder_section="plate", + number_of_girders=n_girders, + c_spacing=c_spacing, + d_depth=d_depth, + partial_safety_factor=1.0, + ) + def vehicle_lane_coordinates(self) -> list: """ Return vehicle-to-coordinate mappings for all IRC:6-2017 Table 6A @@ -614,10 +667,10 @@ def analyze(self): """ return self.grillage_model.analyze() - def create_governing_ll_load_case(self, dataset, load_factor: float = 1.0): + def create_governing_ll_load_case(self, dataset, partial_safety_factor: float = 1.0): """ Identify the governing static vehicle load case, create a - ``"{load_factor} LL"`` load case from it, and re-analyze. + ``"{partial_safety_factor} LL"`` load case from it, and re-analyze. Must be called after analyze(). @@ -625,8 +678,8 @@ def create_governing_ll_load_case(self, dataset, load_factor: float = 1.0): ---------- dataset : xarray.Dataset Results from the initial analysis. - load_factor : float - ULS load factor for the governing LL case (default 1.0). + partial_safety_factor : float + ULS partial safety factor for the governing LL case (default 1.0). Returns ------- @@ -635,7 +688,7 @@ def create_governing_ll_load_case(self, dataset, load_factor: float = 1.0): """ return self.grillage_model.create_governing_ll_load_case( dataset=dataset, - load_factor=load_factor, + partial_safety_factor=partial_safety_factor, ) # ───────────────────────────────────────────────────────────────────────── diff --git a/src/osdagbridge/core/utils/codes/irc6_2017.py b/src/osdagbridge/core/utils/codes/irc6_2017.py index 8f292f572..26c4c84d6 100644 --- a/src/osdagbridge/core/utils/codes/irc6_2017.py +++ b/src/osdagbridge/core/utils/codes/irc6_2017.py @@ -615,14 +615,10 @@ def table_12(height, terrain, basic_wind_speed=33): Vz_33 = V_low + ratio * (V_high - V_low) Pz_33 = P_low + ratio * (P_high - P_low) - # Apply scaling rules + # IRC:6-2017 Cl.209.2: for Vb ≠ 33 m/s, scale Table 12 values by Vb/33 (speed) and (Vb/33)² (pressure) Vb = basic_wind_speed - - # (2) Wind speed scale: Vz ∝ Vb / 33 Vz_scaled = Vz_33 * (Vb / 33) - - # (3) Wind pressure scale: Pz ∝ (Vb / 33)^2 - Pz_scaled = Pz_33 * (Vb / 33)**2 + Pz_scaled = Pz_33 * (Vb / 33) ** 2 return {"Vz": Vz_scaled, "Pz": Pz_scaled} @@ -643,112 +639,132 @@ def cl_209_3_3_transverse_wind_load( d_depth=None ): """ - Computes transverse wind force as per IRC:6-2017 Clause 209.3.3. + Computes total transverse wind force as per IRC:6-2017 Clause 209.3.3. + + Formula: FT = Pz × A1 × G × CD (in Newtons, total force) Parameters: - span (float): span in meters - railing_height (float): height of railing in m - crash_barrier_height (float): height of crash barrier in m - deck_thickness (float): thickness of deck in m - openings_in_railing (float): openings in railing in m - height_for_pz (float): height at which Pz is evaluated (Table 12) - terrain (str): "plain" or "obstructed" - basic_wind_speed (float): V_b in m/s - girder_section (str): "plate" or "rolled" - number_of_girders (int): number of girders - c_spacing (float, optional): centre-to-centre spacing for plate girders (n ≥ 2) - b_width (float, optional): width for rolled beams (for CD) - d_depth (float, optional): depth for rolled beams (for CD) + span (float): span length in metres. (KEY_SPAN) + railing_height (float): height of railing in m. (KEY_RAILING_HEIGHT) + Set to 0 if crash barrier is used instead. + crash_barrier_height (float): height of crash barrier in m. + Set to 0 if railing is used instead. + deck_thickness (float): thickness of deck slab in m. (KEY_DECK_THICKNESS) + openings_in_railing (float): net openings in railing in m (use 0 if solid/unknown). + height_for_pz (float): height at which Pz is evaluated via Table 12, in m. + terrain (str): "plain" or "obstructed". + basic_wind_speed (float): basic wind speed V_b in m/s. + girder_section (str): "slab", "plate", or "rolled". + number_of_girders (int): number of girders. (KEY_NO_OF_GIRDERS) + c_spacing (float, optional): centre-to-centre spacing of adjacent girders in m. + (KEY_GIRDER_SPACING) Required for plate girders (n≥2) and rolled beams (n≥2). + b_width (float, optional): width of beam/box section in m. + Required for rolled single and rolled multiple cases. + d_depth (float, optional): depth of windward girder in m. (KEY_GIRDER_DEPTH) + Required for all beam/girder cases except single plate. Returns: - dict: {"A1":..., "Pz":..., "G":..., "CD":..., "FT":...} + dict: {"A1": m², "Pz": N/m², "G": dimensionless, "CD": dimensionless, "FT": N} """ - # ----------------------------- - # 1. Compute A1 (solid exposed area) - # ----------------------------- - exposed_height = railing_height + crash_barrier_height + deck_thickness - openings_in_railing + # ------------------------------------------------------------------ + # 1. A1 — total projected solid area (m²) [IRC:6-2017 Cl.209.3.2] + # ------------------------------------------------------------------ + exposed_height = (max(railing_height, crash_barrier_height) + + deck_thickness - openings_in_railing) if exposed_height < 0: - exposed_height = 0 + exposed_height = 0.0 + A1 = span * exposed_height - - # ----------------------------- - # 2. Compute Pz using Table 12 scaling - # ----------------------------- + # ------------------------------------------------------------------ + # 2. Pz — design wind pressure (N/m²) from Table 12 + # ------------------------------------------------------------------ Pz = IRC6_2017.table_12(height_for_pz, terrain, basic_wind_speed)["Pz"] - A1 = exposed_height # m2 per metre length of bridge + # ------------------------------------------------------------------ + # 3. G — gust factor (= 2.0 for highway bridges with span ≤ 150 m) + # ------------------------------------------------------------------ + if span <= 150.0: + G = 2.0 + else: + raise ValueError( + "G for span > 150 m is not tabulated in IRC:6-2017 Cl.209.3.3. " + "A specialist wind study is required." + ) - # ----------------------------- - # 3. Gust factor G (IRC:6 says G = 2 for spans ≤150m) - # ----------------------------- - G = 2.0 + # ------------------------------------------------------------------ + # 4. CD — drag coefficient + # ------------------------------------------------------------------ + girder_section = girder_section.strip().lower() - # ----------------------------- - # 4. Compute Drag Coefficient CD - # ----------------------------- - girder_section = girder_section.lower() - # Case 1: Plate girder, single girder - if girder_section == "plate" and number_of_girders == 1: + # Case 0: Slab bridge (b/d ≥ 10) + if girder_section == "slab": + CD = 1.1 + + # Case 1: Single plate girder + elif girder_section == "plate" and number_of_girders == 1: CD = 2.2 - # Case 2: Plate girder, 2 or more girders + # Case 2: Two or more plate girders + # CD = 2(1 + c/20d), not more than 4.0 + # c = centre-to-centre distance of adjacent girders, d = depth of windward girder elif girder_section == "plate" and number_of_girders >= 2: if c_spacing is None or d_depth is None: - raise ValueError("For plate girders with n>=2, c_spacing and d_depth must be provided.") - ratio = c_spacing / (20 * d_depth) - if ratio < 4: - CD = 2 * (1 + ratio) - else: - CD = 2 * (1 + 4) # upper bound + raise ValueError( + "For plate girders with n >= 2, c_spacing and d_depth must be provided." + ) + CD = min(2.0 * (1.0 + c_spacing / (20.0 * d_depth)), 4.0) - # Case 3: Rolled beam, single girder + # Case 3: Single rolled beam / box girder + # CD interpolated between 1.5 (b/d=2) and 1.3 (b/d≥6) elif girder_section == "rolled" and number_of_girders == 1: if b_width is None or d_depth is None: - raise ValueError("For rolled beam girder, b_width and d_depth must be provided.") + raise ValueError( + "For a single rolled beam/box girder, b_width and d_depth must be provided." + ) bd_ratio = b_width / d_depth - - if abs(bd_ratio - 2) < 1e-6: + if bd_ratio <= 2.0: CD = 1.5 - elif bd_ratio >= 6: + elif bd_ratio >= 6.0: CD = 1.3 else: - # interpolate between 1.5 at b/d=2 and 1.3 at b/d=6 - CD = 1.5 + (bd_ratio - 2) * (1.3 - 1.5) / (6 - 2) + CD = 1.5 + (bd_ratio - 2.0) * (1.3 - 1.5) / (6.0 - 2.0) - # Case 4: Rolled beam, multiple girders + # Case 4: Two or more rolled beams / box girders + # CD = 1.5 × CD_single when clear distance / depth ≤ 7 elif girder_section == "rolled" and number_of_girders >= 2: - if c_spacing is None or d_depth is None: - raise ValueError("For multiple rolled beams, c_spacing and d_depth must be provided.") - bd_ratio = c_spacing / d_depth - - # Condition: ratio of clear distance to depth ≤ 7 - if bd_ratio <= 7: - # CD = 1.5 × (CD_single_beam) - # CD_single_beam depends on b/d ratio of single beam - if b_width is None: - raise ValueError("b_width must also be provided for multi-rolled girder case.") - + if c_spacing is None or b_width is None or d_depth is None: + raise ValueError( + "For multiple rolled beams, c_spacing, b_width, and d_depth must be provided." + ) + # Clause uses clear distance between beams (not c/c spacing) + clear_over_depth = (c_spacing - b_width) / d_depth + if clear_over_depth <= 7.0: bd_single = b_width / d_depth - if abs(bd_single - 2) < 1e-6: + if bd_single <= 2.0: CD_single = 1.5 - elif bd_single >= 6: + elif bd_single >= 6.0: CD_single = 1.3 else: - CD_single = 1.5 + (bd_single - 2) * (1.3 - 1.5) / (6 - 2) - + CD_single = 1.5 + (bd_single - 2.0) * (1.3 - 1.5) / (6.0 - 2.0) CD = 1.5 * CD_single else: - raise ValueError("c/d ratio exceeds 7 → IRC does not define CD beyond this limit.") + raise ValueError( + f"Clear distance / depth ratio ({clear_over_depth:.3f}) exceeds 7. " + "IRC:6-2017 Cl.209.3.3 does not define CD beyond this limit." + ) else: - raise ValueError("Invalid girder section input.") + raise ValueError( + f"Invalid girder_section '{girder_section}'. " + "Expected 'slab', 'plate', or 'rolled'." + ) - # ----------------------------- - # 5. Final transverse wind force - # ----------------------------- + # ------------------------------------------------------------------ + # 5. FT — total transverse wind force (N) + # ------------------------------------------------------------------ FT = Pz * A1 * G * CD - - # Todo, check this clause also add Wind force eccentricity below slab top + + # Todo: add wind force eccentricity below slab top return { "A1": A1, "Pz": Pz, From d38885e339b654c8aa59a16331b23e77cab2b169 Mon Sep 17 00:00:00 2001 From: Garvit Singh Rathore Date: Mon, 11 May 2026 01:38:42 +0530 Subject: [PATCH 214/225] feat: add standalone testing using processpool --- src/osdagbridge/core/utils/connect.py | 276 ++++++++++++++++++++++++++ 1 file changed, 276 insertions(+) create mode 100644 src/osdagbridge/core/utils/connect.py diff --git a/src/osdagbridge/core/utils/connect.py b/src/osdagbridge/core/utils/connect.py new file mode 100644 index 000000000..9e9ee5a34 --- /dev/null +++ b/src/osdagbridge/core/utils/connect.py @@ -0,0 +1,276 @@ +import os + +# Force UTF-8 encoding in all subprocesses +os.environ["PYTHONIOENCODING"] = "utf-8" + +import builtins +import contextlib +import logging +import sys +import time +from concurrent.futures import ProcessPoolExecutor +from typing import Any, Dict, List + +# Safe print wrapper to avoid Unicode crashes +_original_print = print + +def safe_print(*args, **kwargs): + + try: + _original_print(*args, **kwargs) + + except UnicodeEncodeError: + pass + +builtins.print = safe_print + +# Reconfigure Windows terminal encoding +if sys.platform.startswith("win"): + + sys.stdout.reconfigure(encoding="utf-8", errors="ignore") + sys.stderr.reconfigure(encoding="utf-8", errors="ignore") + +from osdag_core.cli import _get_output_dictionary + +from osdag_core.design_type.compression_member.compression_bolted import Compression_bolted +from osdag_core.design_type.compression_member.compression_welded import Compression_welded +from osdag_core.design_type.tension_member.tension_bolted import Tension_bolted +from osdag_core.design_type.tension_member.tension_welded import Tension_welded + +MODULE_CLASS_MAP = { + + "Tension Member Design - Bolted to End Gusset": Tension_bolted, + "Tension Member Design - Welded to End Gusset": Tension_welded, + "Struts Bolted to End Gusset": Compression_bolted, + "Struts Welded to End Gusset": Compression_welded, +} + +# OUTPUT SUPPRESSION + +@contextlib.contextmanager +def suppress_output(enabled: bool = True): + + if not enabled: + yield + return + + logging.disable(logging.CRITICAL) + + with open( + os.devnull, + "w", + encoding="utf-8", + ) as devnull: + with contextlib.redirect_stdout(devnull): + with contextlib.redirect_stderr(devnull): + yield + + logging.disable(logging.NOTSET) + +def run_calculation(design_dict: Dict[str, Any], quiet: bool = True) -> Dict[str, Any]: + + # Every subprocess needs UTF-8 again + + if sys.platform.startswith("win"): + + sys.stdout.reconfigure(encoding="utf-8", errors="ignore") + sys.stderr.reconfigure(encoding="utf-8", errors="ignore") + + with suppress_output(quiet): + + module_name = design_dict.get("Module") + module_class = MODULE_CLASS_MAP.get(module_name) + + if not module_class: + raise ValueError(f"Unsupported module type: {module_name}") + + module_instance = module_class() + module_instance.set_osdaglogger(None, None) + + validation_errors = ( + module_instance.func_for_validation(design_dict) + ) + + if validation_errors: + raise RuntimeError("Validation errors occurred during execution.") + + output_dict = _get_output_dictionary(module_instance) + + return output_dict + +def run_parallel_designs(design_dicts: List[Dict[str, Any]],quiet: bool = True) -> List[Dict[str, Any]]: + + cpu_count = os.cpu_count() or 4 + max_workers = min( + cpu_count, + len(design_dicts), + ) + + with ProcessPoolExecutor(max_workers=max_workers) as executor: + + futures = [ + executor.submit( + run_calculation, + design_dict, + quiet, + ) for design_dict in design_dicts + ] + + results = [future.result() for future in futures] + + return results + +# TENSION BOLTED + +design_dict_tension_bolted = { + "Bolt.Bolt_Hole_Type": "Standard", + "Bolt.Diameter": ["8", "10", "12", "16"], + "Bolt.Grade": ["3.6", "4.6", "4.8", "5.6"], + "Bolt.Slip_Factor": "0.3", + "Bolt.TensionType": "Pre-tensioned", + "Bolt.Type": "Bearing Bolt", + "Conn_Location": "Long Leg", + "Connector.Material": "E 165 (Fe 290)", + "Connector.Plate.Thickness_List": ["8", "10", "12"], + "Design.Design_Method": "Limit State Design", + "Detailing.Corrosive_Influences": "No", + "Detailing.Edge_type": "Sheared or hand flame cut", + "Detailing.Gap": "10", + "Load.Axial": "4", + "Material": "E 165 (Fe 290)", + "Member.Designation": [ + "40 x 25 x 3", + "40 x 25 x 4", + ], + "Member.Length": "2000", + "Member.Material": "E 165 (Fe 290)", + "Member.Profile": "Angles", + "Module": "Tension Member Design - Bolted to End Gusset", + "out_titles_status": [1, 1, 1, 1, 1], +} + +# TENSION WELDED + +design_dict_tension_welded = { + "Conn_Location": "Long Leg", + "Connector.Material": "E 165 (Fe 290)", + "Connector.Plate.Thickness_List": ["8", "10", "12"], + "Design.Design_Method": "Limit State Design", + "Load.Axial": "5", + "Material": "E 165 (Fe 290)", + "Member.Designation": [ + "20 x 20 x 3", + "25 x 25 x 3", + ], + "Member.Length": "500", + "Member.Material": "E 165 (Fe 290)", + "Member.Profile": "Angles", + "Module": "Tension Member Design - Welded to End Gusset", + "Weld.Fab": "Shop Weld", + "Weld.Material_Grade_OverWrite": "290", + "out_titles_status": [1, 1, 1, 1, 1], +} + +# STRUTS BOLTED + +design_dict_struts_bolted = { + "Bolt.Bolt_Hole_Type": "Standard", + "Bolt.Diameter": ["8", "10", "12"], + "Bolt.Grade": ["3.6", "4.6", "4.8"], + "Bolt.Slip_Factor": "0.3", + "Bolt.TensionType": "Pre-tensioned", + "Bolt.Type": "Bearing Bolt", + "Conn_Location": "Long Leg", + "Connector.Material": "E 165 (Fe 290)", + "Connector.Plate.Thickness_List": ["8", "10", "12"], + "Design.Design_Method": "Limit State Design", + "Detailing.Corrosive_Influences": "No", + "Detailing.Edge_type": "Sheared or hand flame cut", + "Detailing.Gap": "10", + "End_1": "Fixed", + "End_2": "Fixed", + "Load.Axial": "5", + "Material": "E 165 (Fe 290)", + "Member.Designation": [ + "40 x 40 x 3", + "40 x 40 x 4", + ], + "Member.Length": "2000", + "Member.Material": "E 165 (Fe 290)", + "Member.Profile": "Angles", + "Module": "Struts Bolted to End Gusset", + "is_leg_loaded": "Yes", +} + +# STRUTS WELDED + +design_dict_struts_welded = { + " In_Plane": "1.0", + " Out_of_Plane": "1.0", + "Bolt.Number": "1.0", + "Conn_Location": "Long Leg", + "Connector.Plate.Thickness_List": "8", + "Design.Design_Method": "Limit State Design", + "Effective.Area_Para": "1.0", + "End_1": "Fixed", + "End_2": "Fixed", + "Load.Axial": "9", + "Load.Type": "Concentric Load", + "Material": "E 165 (Fe 290)", + "Member.Designation": [ + "25 x 25 x 3", + "40 x 40 x 3", + ], + "Member.Length": "900", + "Member.Material": "E 165 (Fe 290)", + "Member.Profile": "Angles", + "Module": "Struts Welded to End Gusset", + "Optimum.AllowUR": "1.0", + "Weld.Fab": "Shop Weld", + "Weld.Material_Grade_OverWrite": "290", + "out_titles_status": [1, 1, 1, 1, 1], +} + +# STANDALONE TESTING + +if __name__ == "__main__": + """ + Standalone testing: + Runs 10 parallel Osdag designs + using ProcessPoolExecutor + """ + + design_dicts = [ + design_dict_tension_bolted, + design_dict_tension_welded, + design_dict_struts_bolted, + design_dict_struts_welded, + design_dict_tension_bolted, + design_dict_tension_welded, + design_dict_struts_bolted, + design_dict_struts_welded, + design_dict_tension_bolted, + design_dict_struts_welded, + ] + + start_time = time.perf_counter() + results = run_parallel_designs(design_dicts, quiet=True) + end_time = time.perf_counter() + total_time = end_time - start_time + + print("\nParallel execution completed\n") + + print(f"Total designs : {len(results)}") + + print(f"Execution time: {total_time:.4f} seconds") + + print(f"Average/design: " + f"{total_time / len(results):.4f} seconds") + + print("\nSample outputs:\n") + + for index, result in enumerate(results): + + print(f"\nDesign {index + 1}:\n") + + print(result) From 2550d41933158f767355ebce684ad54df321a042 Mon Sep 17 00:00:00 2001 From: Garvit Singh Rathore Date: Mon, 11 May 2026 01:52:52 +0530 Subject: [PATCH 215/225] Cleanup code(remove whitespace and trailing lines) --- src/osdagbridge/core/utils/connect.py | 53 ++++----------------------- 1 file changed, 8 insertions(+), 45 deletions(-) diff --git a/src/osdagbridge/core/utils/connect.py b/src/osdagbridge/core/utils/connect.py index 9e9ee5a34..5ebc3a9fd 100644 --- a/src/osdagbridge/core/utils/connect.py +++ b/src/osdagbridge/core/utils/connect.py @@ -15,10 +15,8 @@ _original_print = print def safe_print(*args, **kwargs): - try: _original_print(*args, **kwargs) - except UnicodeEncodeError: pass @@ -26,7 +24,6 @@ def safe_print(*args, **kwargs): # Reconfigure Windows terminal encoding if sys.platform.startswith("win"): - sys.stdout.reconfigure(encoding="utf-8", errors="ignore") sys.stderr.reconfigure(encoding="utf-8", errors="ignore") @@ -38,7 +35,6 @@ def safe_print(*args, **kwargs): from osdag_core.design_type.tension_member.tension_welded import Tension_welded MODULE_CLASS_MAP = { - "Tension Member Design - Bolted to End Gusset": Tension_bolted, "Tension Member Design - Welded to End Gusset": Tension_welded, "Struts Bolted to End Gusset": Compression_bolted, @@ -46,21 +42,15 @@ def safe_print(*args, **kwargs): } # OUTPUT SUPPRESSION - @contextlib.contextmanager def suppress_output(enabled: bool = True): - if not enabled: yield return logging.disable(logging.CRITICAL) - with open( - os.devnull, - "w", - encoding="utf-8", - ) as devnull: + with open(os.devnull, "w", encoding="utf-8") as devnull: with contextlib.redirect_stdout(devnull): with contextlib.redirect_stderr(devnull): yield @@ -68,16 +58,12 @@ def suppress_output(enabled: bool = True): logging.disable(logging.NOTSET) def run_calculation(design_dict: Dict[str, Any], quiet: bool = True) -> Dict[str, Any]: - # Every subprocess needs UTF-8 again - if sys.platform.startswith("win"): - sys.stdout.reconfigure(encoding="utf-8", errors="ignore") sys.stderr.reconfigure(encoding="utf-8", errors="ignore") with suppress_output(quiet): - module_name = design_dict.get("Module") module_class = MODULE_CLASS_MAP.get(module_name) @@ -87,9 +73,7 @@ def run_calculation(design_dict: Dict[str, Any], quiet: bool = True) -> Dict[str module_instance = module_class() module_instance.set_osdaglogger(None, None) - validation_errors = ( - module_instance.func_for_validation(design_dict) - ) + validation_errors = module_instance.func_for_validation(design_dict) if validation_errors: raise RuntimeError("Validation errors occurred during execution.") @@ -98,30 +82,20 @@ def run_calculation(design_dict: Dict[str, Any], quiet: bool = True) -> Dict[str return output_dict -def run_parallel_designs(design_dicts: List[Dict[str, Any]],quiet: bool = True) -> List[Dict[str, Any]]: - +def run_parallel_designs(design_dicts: List[Dict[str, Any]], quiet: bool = True) -> List[Dict[str, Any]]: cpu_count = os.cpu_count() or 4 - max_workers = min( - cpu_count, - len(design_dicts), - ) + max_workers = min(cpu_count, len(design_dicts)) with ProcessPoolExecutor(max_workers=max_workers) as executor: - futures = [ - executor.submit( - run_calculation, - design_dict, - quiet, - ) for design_dict in design_dicts + executor.submit(run_calculation, design_dict, quiet) + for design_dict in design_dicts ] - results = [future.result() for future in futures] return results # TENSION BOLTED - design_dict_tension_bolted = { "Bolt.Bolt_Hole_Type": "Standard", "Bolt.Diameter": ["8", "10", "12", "16"], @@ -150,7 +124,6 @@ def run_parallel_designs(design_dicts: List[Dict[str, Any]],quiet: bool = True) } # TENSION WELDED - design_dict_tension_welded = { "Conn_Location": "Long Leg", "Connector.Material": "E 165 (Fe 290)", @@ -172,7 +145,6 @@ def run_parallel_designs(design_dicts: List[Dict[str, Any]],quiet: bool = True) } # STRUTS BOLTED - design_dict_struts_bolted = { "Bolt.Bolt_Hole_Type": "Standard", "Bolt.Diameter": ["8", "10", "12"], @@ -203,7 +175,6 @@ def run_parallel_designs(design_dicts: List[Dict[str, Any]],quiet: bool = True) } # STRUTS WELDED - design_dict_struts_welded = { " In_Plane": "1.0", " Out_of_Plane": "1.0", @@ -232,7 +203,6 @@ def run_parallel_designs(design_dicts: List[Dict[str, Any]],quiet: bool = True) } # STANDALONE TESTING - if __name__ == "__main__": """ Standalone testing: @@ -259,18 +229,11 @@ def run_parallel_designs(design_dicts: List[Dict[str, Any]],quiet: bool = True) total_time = end_time - start_time print("\nParallel execution completed\n") - print(f"Total designs : {len(results)}") - print(f"Execution time: {total_time:.4f} seconds") - - print(f"Average/design: " - f"{total_time / len(results):.4f} seconds") - + print(f"Average/design: {total_time / len(results):.4f} seconds") print("\nSample outputs:\n") for index, result in enumerate(results): - print(f"\nDesign {index + 1}:\n") - - print(result) + print(result) \ No newline at end of file From 165bad1dfe7439f195b3131b76f342024101c59f Mon Sep 17 00:00:00 2001 From: kavish1919 Date: Mon, 13 Apr 2026 21:02:22 +0530 Subject: [PATCH 216/225] Implement IFC Export with Meter-scale synchronization and dependency updates --- pyproject.toml | 1 + requirements.txt | 6 +- .../bridge_cad_extraction.py | 329 ++++++++++++++++++ .../bridge_geometry_mapper.py | 166 +++++++++ .../ifc_export_bridge/bridge_ifc_generator.py | 192 ++++++++++ .../ifc_export_bridge/export_ifc_handler.py | 40 +++ src/osdagbridge/desktop/ui/template_page.py | 106 ++++++ 7 files changed, 838 insertions(+), 2 deletions(-) create mode 100644 src/osdagbridge/core/ifc_export_bridge/bridge_cad_extraction.py create mode 100644 src/osdagbridge/core/ifc_export_bridge/bridge_geometry_mapper.py create mode 100644 src/osdagbridge/core/ifc_export_bridge/bridge_ifc_generator.py create mode 100644 src/osdagbridge/core/ifc_export_bridge/export_ifc_handler.py diff --git a/pyproject.toml b/pyproject.toml index 3e1744125..5aea46e70 100644 --- a/pyproject.toml +++ b/pyproject.toml @@ -35,6 +35,7 @@ dependencies = [ "pyyaml>=6.0", "pydantic>=2.0", "matplotlib>=3.5", + "ifcopenshell", ] # ------------------------------ diff --git a/requirements.txt b/requirements.txt index 441bc96d5..5dd555b18 100644 --- a/requirements.txt +++ b/requirements.txt @@ -1,2 +1,4 @@ -# Primary GUI dependency -PySide6>=6.5.0 \ No newline at end of file +# Primary GUI and calculation dependencies +PySide6>=6.5.0 +numpy>=1.21.0 +ifcopenshell \ No newline at end of file diff --git a/src/osdagbridge/core/ifc_export_bridge/bridge_cad_extraction.py b/src/osdagbridge/core/ifc_export_bridge/bridge_cad_extraction.py new file mode 100644 index 000000000..0a30c17a2 --- /dev/null +++ b/src/osdagbridge/core/ifc_export_bridge/bridge_cad_extraction.py @@ -0,0 +1,329 @@ +""" +Plate Girder Bridge - CAD to IFC Data Extraction Pipeline +Translates PlateGirderCADGenerator UI configurations into parametric dicts/objects. +""" +import math +import numpy as np + +class ExtractedObject: + """A generic mock object to hold geometric parameters for the GeometryMapper.""" + def __init__(self, obj_class, **kwargs): + self._class_name = obj_class + for k, v in kwargs.items(): + setattr(self, k, v) + +class PlateGirderIFCExtractor: + """ + Extracts structural objects parametrically. Reconstructs locations + to bypass native OpenCASCADE B-Rep tessellation for cleaner IFC output. + """ + def __init__(self, cad_generator): + self.cad = cad_generator + + def _calculate_skew_offset(self, lateral_position, reference_position=0): + if self.cad.skew_angle == 0: + return 0.0 + skew_rad = math.radians(self.cad.skew_angle) + return (lateral_position - reference_position) * math.tan(skew_rad) + + def extract(self): + return { + "girders": self._extract_girders(), + "stiffeners": self._extract_stiffeners(), + "cross_bracings": self._extract_cross_bracings(), + "deck_slab": self._extract_deck_slab(), + "crash_barriers": self._extract_safety_components(), + "supports": self._extract_supports() + } + + def _extract_girders(self): + girders = [] + total_width = (self.cad.num_girders - 1) * self.cad.girder_spacing + d = self.cad.girder_section_d + tw = self.cad.girder_section_tw + L = self.cad.span_length_L + + for i in range(self.cad.num_girders): + y_offset = (i * self.cad.girder_spacing) - (total_width / 2) + x_offset = self._calculate_skew_offset(y_offset) + + # Girders span along +X global vector + uDir = [1, 0, 0] # Z extrusion direction + wDir = [0, 1, 0] # X axis direction for Profile + # Thus Profile spans Local X (global Y) and Local Y (global Z) + + # Web + girders.append(ExtractedObject( + "Plate", T=tw, L=d, W=L, + origin=[x_offset, y_offset, 0], uDir=uDir, wDir=wDir, ifc_name=f"Girder Web {i+1}" + )) + + # Top Flange + girders.append(ExtractedObject( + "Plate", + T=self.cad.girder_section_bf, L=self.cad.girder_section_tf, W=L, + origin=[x_offset, y_offset, (d + self.cad.girder_section_tf) / 2], + uDir=uDir, wDir=wDir, ifc_name=f"Top Flange {i+1}" + )) + + # Bottom Flange + girders.append(ExtractedObject( + "Plate", + T=self.cad.girder_section_bf_b, L=self.cad.girder_section_tf_b, W=L, + origin=[x_offset, y_offset, -(d + self.cad.girder_section_tf_b) / 2], + uDir=uDir, wDir=wDir, ifc_name=f"Bottom Flange {i+1}" + )) + + return girders + + def _extract_stiffeners(self): + stiffeners = [] + D = self.cad.girder_section_d + tw = self.cad.girder_section_tw + L = self.cad.span_length_L + B_ft = self.cad.girder_section_bf + B_fb = self.cad.girder_section_bf_b + T_es = self.cad.end_stiffener_thickness + + default_stiff_width = (min(B_ft, B_fb) - tw) / 2 + int_stiff_width = self.cad.intermediate_stiffener_outstand if self.cad.intermediate_stiffener_outstand else default_stiff_width + end_stiff_width = self.cad.end_stiffener_outstand if self.cad.end_stiffener_outstand else default_stiff_width + + END_STIFFENER_SPACING = 50.0 + end_stiffener_gap = (T_es / 2.0) + + total_width = (self.cad.num_girders - 1) * self.cad.girder_spacing + + # Stiffeners Extrude UP (global Z) alongside the web depth + # For Vertical Stiffeners: T (Profile Width) maps to local X (global X -> Thickness) + # L (Profile Height) maps to local Y (global Y -> Outstand Width) + # W (Extrusion) maps to local Z (global Z -> D) + uDir_vert = [0, 0, 1] + wDir_vert = [1, 0, 0] + + for i in range(self.cad.num_girders): + y_offset = (i * self.cad.girder_spacing) - (total_width / 2) + + # Intermediate Stiffeners + if self.cad.include_intermediate_stiffeners: + spacing = self.cad.intermediate_stiffener_spacing + num_panels = max(1, int(L // spacing)) + end_zone = end_stiffener_gap + (self.cad.num_end_stiffener_pairs - 1) * END_STIFFENER_SPACING + END_STIFFENER_SPACING + + for j in range(1, num_panels): + x_dist = j * spacing + if x_dist <= end_zone or x_dist >= (L - end_zone): continue + + x_shift = self._calculate_skew_offset(y_offset) + # Right Side Stiffener + stiffeners.append(ExtractedObject("StiffenerPlate", T=self.cad.intermediate_stiffener_thickness, L=int_stiff_width, W=D, + origin=[x_shift + x_dist, y_offset + tw/2 + int_stiff_width/2, -D/2], uDir=uDir_vert, wDir=wDir_vert, ifc_name=f"Intermediate Stiffener {i+1}")) + # Left Side Stiffener + stiffeners.append(ExtractedObject("StiffenerPlate", T=self.cad.intermediate_stiffener_thickness, L=int_stiff_width, W=D, + origin=[x_shift + x_dist, y_offset - tw/2 - int_stiff_width/2, -D/2], uDir=uDir_vert, wDir=wDir_vert, ifc_name=f"Intermediate Stiffener {i+1}")) + + # End Stiffeners + end_positions = [] + for j in range(self.cad.num_end_stiffener_pairs): + end_positions.extend([end_stiffener_gap + j * END_STIFFENER_SPACING, L - end_stiffener_gap - j * END_STIFFENER_SPACING]) + + for x_pos in end_positions: + x_shift = self._calculate_skew_offset(y_offset) + stiffeners.append(ExtractedObject("StiffenerPlate", T=T_es, L=end_stiff_width, W=D, + origin=[x_shift + x_pos, y_offset + tw/2 + end_stiff_width/2, -D/2], uDir=uDir_vert, wDir=wDir_vert, ifc_name=f"End Stiffener {i+1}")) + stiffeners.append(ExtractedObject("StiffenerPlate", T=T_es, L=end_stiff_width, W=D, + origin=[x_shift + x_pos, y_offset - tw/2 - end_stiff_width/2, -D/2], uDir=uDir_vert, wDir=wDir_vert, ifc_name=f"End Stiffener {i+1}")) + + # Longitudinal Stiffeners extrude laterally along the beam + if self.cad.include_longitudinal_stiffeners: + long_stiff_width = self.cad.longitudinal_stiffener_outstand if self.cad.longitudinal_stiffener_outstand else default_stiff_width + long_stiff_start = T_es + long_stiff_len = L - 2 * long_stiff_start + + uDir_long = [1, 0, 0] # global X + wDir_long = [0, 1, 0] # Profile local X maps to global Y + + heights = [D/2 - D/3] if self.cad.num_longitudinal_stiffeners == 1 else [D/2 - D/3, D/2 - 2*D/3] + for h in heights: + x_shift = self._calculate_skew_offset(y_offset) + # Right Side + stiffeners.append(ExtractedObject("Plate", T=long_stiff_width, L=self.cad.longitudinal_stiffener_thickness, W=long_stiff_len, + origin=[x_shift + long_stiff_start, y_offset + tw/2 + long_stiff_width/2, h], + uDir=uDir_long, wDir=wDir_long, ifc_name=f"Longitudinal Stiffener {i+1} R")) + # Left Side + stiffeners.append(ExtractedObject("Plate", T=long_stiff_width, L=self.cad.longitudinal_stiffener_thickness, W=long_stiff_len, + origin=[x_shift + long_stiff_start, y_offset - tw/2 - long_stiff_width/2, h], + uDir=uDir_long, wDir=wDir_long, ifc_name=f"Longitudinal Stiffener {i+1} L")) + + return stiffeners + + def _extract_cross_bracings(self): + braces = [] + n_internal = int(self.cad.span_length_L / self.cad.cross_bracing_spacing) - 1 + n_total = n_internal + 2 + spacing = self.cad.span_length_L / (n_total - 1) if n_total > 1 else 0 + x_positions = [i * spacing for i in range(n_total)] + total_width = (self.cad.num_girders - 1) * self.cad.girder_spacing + + depth = self.cad.girder_section_d + z_bot = -depth / 2 + z_top = depth / 2 + + def add_member(p1, p2, thickness, sec_type, dims, roll, name): + braces.append(ExtractedObject("StructuralMember", p1=p1, p2=p2, T=thickness, sec_type=sec_type, dims=dims, roll=roll, ifc_name=name)) + + def extract_bay(x, yL, yR, is_end, is_first): + x_l = x + self._calculate_skew_offset(yL) + x_r = x + self._calculate_skew_offset(yR) + x_m = x + self._calculate_skew_offset((yL + yR) / 2) + ym = (yL + yR) / 2 + + # Sub-function for type dispatch + def build_bracing(b_type, d_sec, d_dims, d_t, t_sec, t_dims, t_t, b_sec, b_dims, b_t, bracket_opt, k_top_opt): + if b_type == "X": + add_member([x_l, yL, z_top], [x_r, yR, z_bot], d_t, d_sec, d_dims, +1, "Diagonal Brace") + add_member([x_l, yL, z_bot], [x_r, yR, z_top], d_t, d_sec, d_dims, -1, "Diagonal Brace") + if bracket_opt in ("LOWER", "BOTH"): + add_member([x_l, yL, z_bot], [x_r, yR, z_bot], b_t, b_sec, b_dims, +1, "Bottom Chord") + if bracket_opt in ("UPPER", "BOTH"): + add_member([x_l, yL, z_top], [x_r, yR, z_top], t_t, t_sec, t_dims, +1, "Top Chord") + + elif b_type == "K": + add_member([x_l, yL, z_top], [x_m, ym, z_bot], d_t, d_sec, d_dims, +1, "Diagonal Brace") + add_member([x_r, yR, z_top], [x_m, ym, z_bot], d_t, d_sec, d_dims, -1, "Diagonal Brace") + add_member([x_l, yL, z_bot], [x_r, yR, z_bot], b_t, b_sec, b_dims, +1, "Bottom Chord") + if k_top_opt: + add_member([x_l, yL, z_top], [x_r, yR, z_top], t_t, t_sec, t_dims, +1, "Top Chord") + + if is_end: + base_offset = self.cad.end_diaphragm_spacing if self.cad.end_diaphragm_spacing > 0 else 200.0 + extra_offset = 300.0 * math.tan(math.radians(abs(self.cad.skew_angle))) + offset = base_offset + extra_offset + x_eff = (x + offset) if is_first else (x - offset) + x_l_eff = x_eff + self._calculate_skew_offset(yL) + x_r_eff = x_eff + self._calculate_skew_offset(yR) + + if self.cad.end_diaphragm_type == "Cross Bracing": + build_bracing(self.cad.end_diaphragm_bracing_type, self.cad.end_diaphragm_diagonal_section_type, self.cad.end_diaphragm_diagonal_section_dims, self.cad.end_diaphragm_diagonal_thickness, self.cad.end_diaphragm_top_chord_section_type, self.cad.end_diaphragm_top_chord_section_dims, self.cad.end_diaphragm_top_chord_thickness, self.cad.end_diaphragm_bottom_chord_section_type, self.cad.end_diaphragm_bottom_chord_section_dims, self.cad.end_diaphragm_bottom_chord_thickness, self.cad.x_bracket_option, self.cad.k_top_bracket) + else: # Rolled Beam / Welded Beam + d_dims = self.cad.end_diaphragm_dims + z_center = z_top - (d_dims.get("depth", 100) / 2) + add_member([x_l_eff, yL, z_center], [x_r_eff, yR, z_center], 0, self.cad.end_diaphragm_section, d_dims, +1, "End Diaphragm") + else: + build_bracing(self.cad.bracing_type, self.cad.diagonal_section_type, self.cad.diagonal_section_dims, self.cad.diagonal_thickness, self.cad.top_chord_section_type, self.cad.top_chord_section_dims, self.cad.top_chord_thickness, self.cad.bottom_chord_section_type, self.cad.bottom_chord_section_dims, self.cad.bottom_chord_thickness, self.cad.x_bracket_option, self.cad.k_top_bracket) + + for idx, x in enumerate(x_positions): + is_end = (idx == 0 or idx == len(x_positions)-1) + is_first = (idx == 0) + for i in range(self.cad.num_girders - 1): + yL = (i * self.cad.girder_spacing) - total_width / 2 + extract_bay(x, yL, yL + self.cad.girder_spacing, is_end, is_first) + + return braces + + def _extract_deck_slab(self): + L = self.cad.span_length_L + W_carriageway = self.cad.carriageway_width + T = self.cad.deck_thickness + foot_w = self.cad.footpath_width if self.cad.footpath_config != "NONE" else 0 + rail_w = self.cad.railing_width if self.cad.footpath_config != "NONE" else 0 + barrier_w = 450.0 # Approximate width of crash barrier base + + left_add = (foot_w + rail_w + barrier_w) if self.cad.footpath_config in ("LEFT", "BOTH") else barrier_w + right_add = (foot_w + rail_w + barrier_w) if self.cad.footpath_config in ("RIGHT", "BOTH") else barrier_w + + total_width = W_carriageway + left_add + right_add + + y_min = -total_width / 2 + y_max = total_width / 2 + + z_top = self.cad.girder_section_d / 2 + self.cad.girder_section_tf + z_surface = z_top + T + + # Calculate skew polygon (CCW Winding Order for solid topology) + # These points define the BOTTOM footprint of the slab (aligning with girder top flanges) + pts = [ + [self._calculate_skew_offset(y_min), y_min, z_top], # Bottom Left + [L + self._calculate_skew_offset(y_min), y_min, z_top], # Bottom Right + [L + self._calculate_skew_offset(y_max), y_max, z_top], # Top Right + [self._calculate_skew_offset(y_max), y_max, z_top] # Top Left + ] + + return [ExtractedObject("SlabPolygon", points=pts, thickness=T, ifc_name="Deck Slab")] + + def _extract_safety_components(self): + components = [] + W_carriageway = self.cad.carriageway_width + L = self.cad.span_length_L + z_base = self.cad.girder_section_d / 2 + self.cad.girder_section_tf + self.cad.deck_thickness + + foot_w = self.cad.footpath_width if self.cad.footpath_config != "NONE" else 0 + rail_w = self.cad.railing_width if self.cad.footpath_config != "NONE" else 0 + barrier_w = 450.0 + + left_add = (foot_w + rail_w + barrier_w) if self.cad.footpath_config in ("LEFT", "BOTH") else barrier_w + right_add = (foot_w + rail_w + barrier_w) if self.cad.footpath_config in ("RIGHT", "BOTH") else barrier_w + + y_left_edge = -(W_carriageway/2 + left_add) + y_right_edge = (W_carriageway/2 + right_add) + + # Guard rails / Barriers + b_type = self.cad.barrier_type + sub_type = self.cad.crash_barrier_subtype + + barrier_offsets = [] + if self.cad.footpath_config in ("LEFT", "BOTH"): + barrier_offsets.append(y_left_edge + rail_w + foot_w + barrier_w/2) + else: + barrier_offsets.append(y_left_edge + barrier_w/2) + + if self.cad.footpath_config in ("RIGHT", "BOTH"): + barrier_offsets.append(y_right_edge - rail_w - foot_w - barrier_w/2) + else: + barrier_offsets.append(y_right_edge - barrier_w/2) + + for y_off in barrier_offsets: + components.append(ExtractedObject("BarrierSweep", type=b_type, subtype=sub_type, span=L, + z_base=z_base, y_offset=y_off, skew=self.cad.skew_angle, ifc_name="Crash Barrier")) + + # Median + if self.cad.enable_median: + components.append(ExtractedObject("BarrierSweep", type="Median", subtype=self.cad.median_type, span=L, + z_base=z_base, y_offset=0, skew=self.cad.skew_angle, ifc_name="Median Barrier")) + + # Railings + if self.cad.footpath_config in ("LEFT", "BOTH"): + components.append(ExtractedObject("RailingSweep", type=self.cad.railing_type, count=self.cad.rail_count, span=L, + z_base=z_base, y_offset=y_left_edge + rail_w/2, skew=self.cad.skew_angle, ifc_name="Footpath Railing")) + if self.cad.footpath_config in ("RIGHT", "BOTH"): + components.append(ExtractedObject("RailingSweep", type=self.cad.railing_type, count=self.cad.rail_count, span=L, + z_base=z_base, y_offset=y_right_edge - rail_w/2, skew=self.cad.skew_angle, ifc_name="Footpath Railing")) + + return components + + def _extract_supports(self): + supports = [] + total_width = (self.cad.num_girders - 1) * self.cad.girder_spacing + D = self.cad.girder_section_d + z_contact = -(D / 2.0 + self.cad.girder_section_tf_b) + support_width = max(self.cad.girder_section_bf, self.cad.girder_section_bf_b) + base_dim = min(0.10 * self.cad.span_length_L, 0.75 * D) + h_supp = base_dim / 1.5 + w_supp = base_dim / 2.0 + r_cyl = h_supp / 2.0 + + for i in range(self.cad.num_girders): + y_offset = (i * self.cad.girder_spacing) - (total_width / 2) + x_offset = self._calculate_skew_offset(y_offset) + + # Left Triangular Support + supports.append(ExtractedObject("StiffenerPlate", L=w_supp*2, W=h_supp, T=support_width, + origin=[x_offset + w_supp, y_offset - support_width/2, z_contact], + uDir=[0,1,0], wDir=[0,0,-1], ifc_name=f"Triangular Support {i+1}")) + + # Right Cylindrical Support + supports.append(ExtractedObject("CircularSolid", r=r_cyl, H=support_width, + origin=[x_offset + self.cad.span_length_L - r_cyl, y_offset - support_width/2, z_contact - r_cyl], + uDir=[0,1,0], wDir=[0,0,1], ifc_name=f"Cylindrical Support {i+1}")) + + return {"supports_tri": [s for s in supports if s._class_name == "StiffenerPlate"], "supports_cyl": [s for s in supports if s._class_name == "CircularSolid"]} diff --git a/src/osdagbridge/core/ifc_export_bridge/bridge_geometry_mapper.py b/src/osdagbridge/core/ifc_export_bridge/bridge_geometry_mapper.py new file mode 100644 index 000000000..ca7072499 --- /dev/null +++ b/src/osdagbridge/core/ifc_export_bridge/bridge_geometry_mapper.py @@ -0,0 +1,166 @@ +""" +Bridge Geometry Mapper +Transforms generic extracted parameters into IFC4 geometry components. +Operates completely independently from the legacy Osdag general exporter. +""" +import uuid +import math +import ifcopenshell + +def create_ifc_guid(): + return ifcopenshell.guid.compress(uuid.uuid4().hex) + +class BridgeGeometryMapper: + def __init__(self, ifc_file): + self.file = ifc_file + self._context2d = self._get_or_create_context("Model", "Plan", "GeometricCurveSet") + self._context3d = self._get_or_create_context("Model", "Body", "SweptSolid") + + def _get_or_create_context(self, ctx_type, ctx_id, ctx_type_qualifier): + contexts = self.file.by_type("IfcGeometricRepresentationContext") + for ctx in contexts: + if ctx.ContextType == ctx_type and ctx.ContextIdentifier == ctx_id: + return ctx + # Create fallback contexts + return self.file.createIfcGeometricRepresentationContext( + ContextIdentifier=ctx_id, ContextType=ctx_type, CoordinateSpaceDimension=2 if ctx_type_qualifier == "GeometricCurveSet" else 3, + Precision=1e-5, WorldCoordinateSystem=self.file.createIfcAxis2Placement3D(self.file.createIfcCartesianPoint((0.,0.,0.))) + ) + + def define_material(self, name="Steel"): + mat = self.file.createIfcMaterial(name) + return mat + + def create_cartesian_point_2d(self, x, y): + return self.file.createIfcCartesianPoint((float(x), float(y))) + + def create_cartesian_point_3d(self, x, y, z): + return self.file.createIfcCartesianPoint((float(x), float(y), float(z))) + + def create_axis2placement_3d(self, origin, z_dir=(0.,0.,1.), x_dir=(1.,0.,0.)): + pt = self.create_cartesian_point_3d(*origin) + hdr = self.file.createIfcDirection([float(v) for v in z_dir]) + xdr = self.file.createIfcDirection([float(v) for v in x_dir]) + return self.file.createIfcAxis2Placement3D(pt, hdr, xdr) + + def create_axis2placement_2d(self, origin=(0.,0.), x_dir=(1.,0.)): + pt = self.create_cartesian_point_2d(*origin) + xdr = self.file.createIfcDirection([float(v) for v in x_dir]) + return self.file.createIfcAxis2Placement2D(pt, xdr) + + # --- NATIVE PROFILE TRANSLATORS --- + + def create_rectangular_profile(self, width, height): + return self.file.createIfcRectangleProfileDef( + ProfileType="AREA", ProfileName=None, + Position=self.create_axis2placement_2d(), + XDim=float(width), YDim=float(height) + ) + + def create_l_shape_profile(self, depth, width, thickness): + return self.file.createIfcLShapeProfileDef( + ProfileType="AREA", ProfileName=None, + Position=self.create_axis2placement_2d(), + Depth=float(depth), Width=float(width), + Thickness=float(thickness), FilletRadius=None, EdgeRadius=None, + LegSlope=None + ) + + def create_c_shape_profile(self, depth, width, web_thickness, flange_thickness): + return self.file.createIfcCShapeProfileDef( + ProfileType="AREA", ProfileName=None, + Position=self.create_axis2placement_2d(), + Depth=float(depth), Width=float(width), + WallThickness=float(web_thickness), Girth=float(flange_thickness), InternalFilletRadius=None + ) + + def create_double_angle_profile(self, leg_h, leg_w, thickness, connection_type): + """Builds a composite polygonal profile for two back-to-back angles.""" + # Using a polygonal profile definition explicitly mapped from coordinates + pts = [] + if connection_type == "SHORTER_LEG": + # Mirrors around X-axis + pts = [ + (-leg_h, -thickness), (0, -thickness), (0, -leg_w), + (thickness, -leg_w), (thickness, -thickness), (thickness+leg_h, -thickness), + (thickness+leg_h, 0), (thickness, 0), (thickness, leg_w-thickness), + (0, leg_w-thickness), (0, 0), (-leg_h, 0) + ] + else: # LONGER_LEG + pts = [ + (-leg_w, -thickness), (0, -thickness), (0, -leg_h), + (thickness, -leg_h), (thickness, -thickness), (thickness+leg_w, -thickness), + (thickness+leg_w, 0), (thickness, 0), (thickness, leg_h-thickness), + (0, leg_h-thickness), (0, 0), (-leg_w, 0) + ] + + ifc_pts = [self.create_cartesian_point_2d(p[0], p[1]) for p in pts] + polyline = self.file.createIfcPolyline(ifc_pts + [ifc_pts[0]]) # Close loop + return self.file.createIfcArbitraryClosedProfileDef("AREA", "DoubleAngle", polyline) + + def create_double_channel_profile(self, depth, width, tw, tf): + """Builds a composite polygonal profile for two back-to-back channels.""" + gap = width # standard gap + pts = [ + (-width, depth/2), (0, depth/2), (0, -depth/2), (-width, -depth/2), + (-width, -depth/2+tf), (-tw, -depth/2+tf), (-tw, depth/2-tf), (-width, depth/2-tf), + # Transition to second channel via gap + (gap, depth/2-tf), (gap+tw, depth/2-tf), (gap+tw, -depth/2+tf), (gap, -depth/2+tf), + (gap, -depth/2), (gap+width, -depth/2), (gap+width, depth/2), (gap, depth/2) + ] + ifc_pts = [self.create_cartesian_point_2d(p[0], p[1]) for p in pts] + polyline = self.file.createIfcPolyline(ifc_pts + [ifc_pts[0]]) + return self.file.createIfcArbitraryClosedProfileDef("AREA", "DoubleChannel", polyline) + + def create_polygonal_profile(self, points, name="Polygon"): + """Used for custom skewed deck slabs and continuous crash barriers.""" + ifc_pts = [self.create_cartesian_point_2d(p[0], p[1]) for p in points] + polyline = self.file.createIfcPolyline(ifc_pts + [ifc_pts[0]]) + return self.file.createIfcArbitraryClosedProfileDef("AREA", name, polyline) + + # --- GEOMETRIC SOLID EXTRUSION --- + + def create_extruded_solid(self, profile, thickness, position_3d): + """ + Creates standard orthogonal extrusions (IfcExtrudedAreaSolid). + Used for regular objects. + """ + extrusion_dir = self.file.createIfcDirection((0., 0., 1.)) + return self.file.createIfcExtrudedAreaSolid( + SweptArea=profile, + Position=position_3d, + ExtrudedDirection=extrusion_dir, + Depth=float(thickness) + ) + + def create_faceted_brep_from_3d_deck(self, top_points_3d, thickness): + """ + Constructs an IfcFacetedBrep directly from 3D shear-mapped coordinates. + This provides perfect bounding for the skewed parallelograms without + relying on directional sweeps which can fail in some IFC viewers. + top_points_3d = list of (x,y,z) forming the top plane. + """ + bot_points_3d = [(p[0], p[1], p[2] - thickness) for p in top_points_3d] + + # Create IFC Cartesian Points + top_ifc_pts = [self.create_cartesian_point_3d(*p) for p in top_points_3d] + bot_ifc_pts = [self.create_cartesian_point_3d(*p) for p in bot_points_3d] + + # Build Faces (Top, Bottom, 4 Sides) + faces = [] + top_polyloop = self.file.createIfcPolyLoop(top_ifc_pts) + faces.append(self.file.createIfcFaceOuterBound(top_polyloop, True)) + + bot_polyloop = self.file.createIfcPolyLoop(list(reversed(bot_ifc_pts))) + faces.append(self.file.createIfcFaceOuterBound(bot_polyloop, True)) + + for i in range(len(top_points_3d)): + next_i = (i + 1) % len(top_points_3d) + # CCW order looking from outside: bot[i] -> bot[next] -> top[next] -> top[i] + side_pts = [bot_ifc_pts[i], bot_ifc_pts[next_i], top_ifc_pts[next_i], top_ifc_pts[i]] + side_loop = self.file.createIfcPolyLoop(side_pts) + faces.append(self.file.createIfcFaceOuterBound(side_loop, True)) + + ifc_faces = [self.file.createIfcFace([bnd]) for bnd in faces] + shell = self.file.createIfcClosedShell(ifc_faces) + return self.file.createIfcFacetedBrep(shell) diff --git a/src/osdagbridge/core/ifc_export_bridge/bridge_ifc_generator.py b/src/osdagbridge/core/ifc_export_bridge/bridge_ifc_generator.py new file mode 100644 index 000000000..5178bd54a --- /dev/null +++ b/src/osdagbridge/core/ifc_export_bridge/bridge_ifc_generator.py @@ -0,0 +1,192 @@ +""" +Bridge IFC Generator +Orchestrates the creation of the IFC4 file and aggregates mapped components. +""" +import uuid +import time +import ifcopenshell +from osdagbridge.core.ifc_export_bridge.bridge_geometry_mapper import BridgeGeometryMapper, create_ifc_guid + +class BridgeIfcGenerator: + def __init__(self, output_path): + self.output_path = output_path + self.file = None + self.mapper = None + self._owner_history = None + + # Spatial hierarchy elements + self.project = None + self.site = None + self.building = None + self.storey = None + + def initialize_file(self): + """Initializes empty IFC4 file with proper schema and default spatial structure.""" + stamp = int(time.time()) + self.file = ifcopenshell.file(schema="IFC4") + self.mapper = BridgeGeometryMapper(self.file) + + # Owner History + person = self.file.createIfcPerson(Identification="USER", FamilyName="Osdag", GivenName="Bridge") + org = self.file.createIfcOrganization(Identification="Osdag", Name="Osdag") + person_org = self.file.createIfcPersonAndOrganization(ThePerson=person, TheOrganization=org) + app = self.file.createIfcApplication( + ApplicationDeveloper=org, Version="1.0", ApplicationFullName="Osdag Bridge", ApplicationIdentifier="OSDAG_BRIDGE_IFC" + ) + self._owner_history = self.file.createIfcOwnerHistory( + OwningUser=person_org, OwningApplication=app, ChangeAction="ADDED", CreationDate=stamp + ) + + # Baseline spatial hierarchy + + # Unit Assignment + length_unit = self.file.createIfcSIUnit(None, "LENGTHUNIT", None, "METRE") + area_unit = self.file.createIfcSIUnit(None, "AREAUNIT", None, "SQUARE_METRE") + volume_unit = self.file.createIfcSIUnit(None, "VOLUMEUNIT", None, "CUBIC_METRE") + angle_unit = self.file.createIfcSIUnit(None, "PLANEANGLEUNIT", None, "RADIAN") + unit_assignment = self.file.createIfcUnitAssignment([length_unit, area_unit, volume_unit, angle_unit]) + + self.project = self.file.createIfcProject(create_ifc_guid(), self._owner_history, Name="Osdag Plate Girder Bridge", UnitsInContext=unit_assignment) + + # Site, Building, Storey (FacilityPart substitution for IFC4 Bridge) + place_3d = self.mapper.create_axis2placement_3d((0., 0., 0.)) + self.site = self.file.createIfcSite(create_ifc_guid(), self._owner_history, Name="Default Site", ObjectPlacement=self.file.createIfcLocalPlacement(None, place_3d)) + self.building = self.file.createIfcBuilding(create_ifc_guid(), self._owner_history, Name="Bridge Structure", ObjectPlacement=self.file.createIfcLocalPlacement(self.site.ObjectPlacement, place_3d)) + self.storey = self.file.createIfcBuildingStorey(create_ifc_guid(), self._owner_history, Name="Superstructure", ObjectPlacement=self.file.createIfcLocalPlacement(self.building.ObjectPlacement, place_3d)) + + # Relate hierarchy + self.file.createIfcRelAggregates(create_ifc_guid(), self._owner_history, RelatingObject=self.project, RelatedObjects=[self.site]) + self.file.createIfcRelAggregates(create_ifc_guid(), self._owner_history, RelatingObject=self.site, RelatedObjects=[self.building]) + self.file.createIfcRelAggregates(create_ifc_guid(), self._owner_history, RelatingObject=self.building, RelatedObjects=[self.storey]) + + def bind_element_to_storey(self, element): + self.file.createIfcRelContainedInSpatialStructure(create_ifc_guid(), self._owner_history, RelatingStructure=self.storey, RelatedElements=[element]) + + def generate_from_extracted_data(self, extracted_dict): + """Consume extracted dictionary logic and bind to schema.""" + self.initialize_file() + s = 0.001 # Global Scale Factor (Meters) + + def _process_plate(item): + prof = self.mapper.create_rectangular_profile(item.T * s, item.L * s) + scaled_origin = [v * s for v in item.origin] + place = self.mapper.create_axis2placement_3d(scaled_origin, z_dir=item.uDir, x_dir=item.wDir) + # Use identity placement for the solid relative to the object placement + local_identity = self.mapper.create_axis2placement_3d((0,0,0), z_dir=(0,0,1), x_dir=(1,0,0)) + solid = self.mapper.create_extruded_solid(prof, item.W * s, local_identity) + + shape = self.file.createIfcShapeRepresentation(self.mapper._context3d, "Body", "SweptSolid", [solid]) + prod_def = self.file.createIfcProductDefinitionShape(None, None, [shape]) + elem = self.file.createIfcPlate(create_ifc_guid(), self._owner_history, Name=item.ifc_name, ObjectPlacement=self.file.createIfcLocalPlacement(self.storey.ObjectPlacement, place), Representation=prod_def) + self.bind_element_to_storey(elem) + + def _process_brace(item): + # Dynamic profile type matching + prof = None + if item.sec_type == "ANGLE": + prof = self.mapper.create_l_shape_profile(item.dims.get('leg_h', 100) * s, item.dims.get('leg_w', 50) * s, item.T * s) + elif item.sec_type == "CHANNEL": + prof = self.mapper.create_c_shape_profile(item.dims.get('depth', 100) * s, item.dims.get('flange_width', 50) * s, 5 * s, 7 * s) + elif item.sec_type == "DOUBLE_ANGLE": + prof = self.mapper.create_double_angle_profile(item.dims.get('leg_h', 100) * s, item.dims.get('leg_w', 50) * s, item.T * s, item.dims.get('connection_type', 'LONGER_LEG')) + elif item.sec_type == "DOUBLE_CHANNEL": + prof = self.mapper.create_double_channel_profile(item.dims.get('depth', 100) * s, item.dims.get('flange_width', 50) * s, 5 * s, 7 * s) + else: # I_SECTION + prof = self.mapper.create_rectangular_profile(item.dims.get('flange_width', 100) * s, item.dims.get('depth', 100) * s) # Simple default mapping + + # Extrusion vectors + import math + dx, dy, dz = item.p2[0]-item.p1[0], item.p2[1]-item.p1[1], item.p2[2]-item.p1[2] + length = math.sqrt(dx*dx + dy*dy + dz*dz) + + if length > 0: + z_dir = (dx/length, dy/length, dz/length) + else: + z_dir = (0, 0, 1) + + # Compute a robust orthogonal X axis + if abs(z_dir[2]) > 0.999: # Vertical member + x_dir = (1, 0, 0) + else: + # Cross product Z_global (0,0,1) x z_dir (dx, dy, dz) => (-dy, dx, 0) + mag_x = math.sqrt(z_dir[1]**2 + z_dir[0]**2) + x_dir = (-z_dir[1]/mag_x, z_dir[0]/mag_x, 0) + + scaled_p1 = [v * s for v in item.p1] + place = self.mapper.create_axis2placement_3d(scaled_p1, z_dir=z_dir, x_dir=x_dir) + local_identity = self.mapper.create_axis2placement_3d((0,0,0), z_dir=(0,0,1), x_dir=(1,0,0)) + solid = self.mapper.create_extruded_solid(prof, length * s, local_identity) + + shape = self.file.createIfcShapeRepresentation(self.mapper._context3d, "Body", "SweptSolid", [solid]) + prod_def = self.file.createIfcProductDefinitionShape(None, None, [shape]) + elem = self.file.createIfcMember(create_ifc_guid(), self._owner_history, Name=item.ifc_name, ObjectPlacement=self.file.createIfcLocalPlacement(self.storey.ObjectPlacement, place), Representation=prod_def) + self.bind_element_to_storey(elem) + + def _process_deck(item): + # Force the thickness to 0.4 meters as requested for the viewer override + deck_height_override = 0.2 + + # Anchor at the girder top level (now scaled to Meters) + z_base = item.points[0][2] * s + + # Map the globally extracted 3D corners to a pure 2D footprint profile + pts_2d = [(p[0] * s, p[1] * s) for p in item.points] + prof = self.mapper.create_polygonal_profile(pts_2d, "DeckProfile") + + # Place the solid in world space at Z = z_base + place = self.mapper.create_axis2placement_3d((0, 0, z_base), z_dir=(0, 0, 1), x_dir=(1, 0, 0)) + local_identity = self.mapper.create_axis2placement_3d((0, 0, 0), z_dir=(0, 0, 1), x_dir=(1, 0, 0)) + + # SweptSolid uses the explicit 0.4m override + solid = self.mapper.create_extruded_solid(prof, deck_height_override, local_identity) + + shape = self.file.createIfcShapeRepresentation(self.mapper._context3d, "Body", "SweptSolid", [solid]) + prod_def = self.file.createIfcProductDefinitionShape(None, None, [shape]) + elem = self.file.createIfcSlab(create_ifc_guid(), self._owner_history, Name=item.ifc_name, + ObjectPlacement=self.file.createIfcLocalPlacement(self.storey.ObjectPlacement, place), + Representation=prod_def) + self.bind_element_to_storey(elem) + + def _process_barrier(item): + # Force dimensions and placement to Meters + prof = self.mapper.create_rectangular_profile(450 * s, 1100 * s) + import math + x_start = item.y_offset * math.tan(math.radians(item.skew)) if hasattr(item, 'skew') else 0 + + # Hardcoded override to sit on top of the 0.4 scaled deck + # girder_top = 710mm -> 0.71m + girder_top = (item.z_base - 400.0) * s + z_fixed = girder_top + 0.4 + + # Force Barrier Sweep along Global X-axis (span line) + place = self.mapper.create_axis2placement_3d((x_start * s, item.y_offset * s, z_fixed), z_dir=[1,0,0], x_dir=[0,1,0]) + local_identity = self.mapper.create_axis2placement_3d((0,0,0), z_dir=(0,0,1), x_dir=(1,0,0)) + solid = self.mapper.create_extruded_solid(prof, item.span * s, local_identity) + + shape = self.file.createIfcShapeRepresentation(self.mapper._context3d, "Body", "SweptSolid", [solid]) + prod_def = self.file.createIfcProductDefinitionShape(None, None, [shape]) + elem = self.file.createIfcWallElementedCase(create_ifc_guid(), self._owner_history, Name=item.ifc_name, ObjectPlacement=self.file.createIfcLocalPlacement(self.storey.ObjectPlacement, place), Representation=prod_def) + self.bind_element_to_storey(elem) + + # Iterate over extraction dictionary explicitly + for key in ["girders", "stiffeners"]: + for item in extracted_dict.get(key, []): + _process_plate(item) + + for key in ["cross_bracings"]: + for item in extracted_dict.get(key, []): + if item._class_name == "StructuralMember": + _process_brace(item) + + for key in ["deck_slab"]: + for item in extracted_dict.get(key, []): + if item._class_name == "SlabPolygon": + _process_deck(item) + + # for key in ["crash_barriers"]: # Safeties mapping covers crash barriers, median, railings + # for item in extracted_dict.get(key, []): + # _process_barrier(item) + + # Intentionally ignore "deck_textures" + print("Model assembly complete. Saving...") + self.file.write(self.output_path) diff --git a/src/osdagbridge/core/ifc_export_bridge/export_ifc_handler.py b/src/osdagbridge/core/ifc_export_bridge/export_ifc_handler.py new file mode 100644 index 000000000..02f41e6a9 --- /dev/null +++ b/src/osdagbridge/core/ifc_export_bridge/export_ifc_handler.py @@ -0,0 +1,40 @@ +""" +Export Handler for Plate Girder IFC +Connects the UI export button directly to the ifc_export_bridge engine. +Runs as an isolated background task. +""" +import sys +import threading +from osdagbridge.core.ifc_export_bridge.bridge_cad_extraction import PlateGirderIFCExtractor +from osdagbridge.core.ifc_export_bridge.bridge_ifc_generator import BridgeIfcGenerator + +class PlateGirderIfcExportHandler: + """Handles the extraction and generation lifecycle of the IFC file without blocking GUI.""" + + def __init__(self, cad_generator, filepath, completion_callback=None): + self.cad_generator = cad_generator + self.filepath = filepath + self.callback = completion_callback + + def export(self): + """Extracts and Maps synchronously.""" + try: + print("Starting Data Bridging Extraction...") + extractor = PlateGirderIFCExtractor(self.cad_generator) + extracted_dict = extractor.extract() + + print("Beginning Geometric Translation and IFC Schema Construction...") + generator = BridgeIfcGenerator(self.filepath) + generator.generate_from_extracted_data(extracted_dict) + + if self.callback: + self.callback(True, f"Model successfully exported to {self.filepath}") + except Exception as e: + if self.callback: + self.callback(False, str(e)) + + def export_async(self): + """Triggers export in a background thread to keep the Qt UI responsive.""" + thread = threading.Thread(target=self.export) + thread.daemon = True + thread.start() diff --git a/src/osdagbridge/desktop/ui/template_page.py b/src/osdagbridge/desktop/ui/template_page.py index 0cadd894c..5220a9cf5 100644 --- a/src/osdagbridge/desktop/ui/template_page.py +++ b/src/osdagbridge/desktop/ui/template_page.py @@ -931,10 +931,116 @@ def create_menu_bar_items(self): file_menu.addSeparator() + export_ifc_action = QAction("Export IFC", self) + export_ifc_action.setShortcut(QKeySequence("Ctrl+E")) + file_menu.addAction(export_ifc_action) + export_ifc_action.triggered.connect(self.trigger_ifc_export) + + file_menu.addSeparator() + quit_action = QAction("Quit", self) quit_action.setShortcut(QKeySequence("Shift+Q")) file_menu.addAction(quit_action) + def trigger_ifc_export(self): + from PySide6.QtWidgets import QFileDialog, QMessageBox + from osdagbridge.core.ifc_export_bridge.export_ifc_handler import PlateGirderIfcExportHandler + + # Bypass strict type check as CustomWindow instantiates FrontendData + file_path, _ = QFileDialog.getSaveFileName(self, "Export IFC Model", "PlateGirderBridge.ifc", "IFC Files (*.ifc)") + if not file_path: return + + # Map Live UI State to our standalone Exporter + class MockCAD: pass + cad = MockCAD() + inputs = self.cad_state + + # Layout & Main Dimensions + cad.span_length_L = float(inputs.get(KEY_SPAN, 25)) * 1000 + cad.num_girders = int(float(inputs.get(KEY_NO_OF_GIRDERS, 4))) + cad.girder_spacing = float(inputs.get(KEY_GIRDER_SPACING, 2.75)) * 1000 + cad.skew_angle = float(inputs.get(KEY_SKEW_ANGLE, 0)) + cad.carriageway_width = float(inputs.get(KEY_CARRIAGEWAY_WIDTH, 12)) * 1000 + cad.deck_thickness = float(inputs.get(KEY_DECK_THICKNESS, 0.4)) * 1000 + + # Girder Variables + cad.girder_section_d = float(inputs.get(KEY_GIRDER_DEPTH, 900)) + cad.girder_section_tw = float(inputs.get(KEY_GIRDER_WEB_THICKNESS, 100)) + cad.girder_section_bf = float(inputs.get(KEY_GIRDER_TOP_FLANGE_WIDTH, 500)) + cad.girder_section_tf = float(inputs.get(KEY_GIRDER_TOP_FLANGE_THICKNESS, 260)) + cad.girder_section_bf_b = float(inputs.get(KEY_GIRDER_BOTTOM_FLANGE_WIDTH, 500)) + # Default symmetric + cad.girder_section_tf_b = float(inputs.get(KEY_GIRDER_TOP_FLANGE_THICKNESS, 260)) + + # Footpaths & Median + footpath_val = inputs.get(KEY_FOOTPATH, "None") + if footpath_val == "Single Side": cad.footpath_config = "LEFT" + elif footpath_val == "Both Sides": cad.footpath_config = "BOTH" + else: cad.footpath_config = "NONE" + + cad.footpath_width = float(inputs.get(KEY_FOOTPATH_WIDTH, 1.5)) * 1000 + cad.railing_width = float(inputs.get(KEY_RAILING_WIDTH, 0.3)) * 1000 + cad.enable_median = inputs.get(KEY_INCLUDE_MEDIAN, False) + + # Standard Parametric Defaults to populate Bracing loops + cad.barrier_type = inputs.get("crash_barrier_type", "Rigid") + cad.crash_barrier_subtype = "IRC-5R" + cad.median_type = inputs.get("median_type", "Metallic Crash Barrier") + cad.rail_count = 3 + cad.railing_type = inputs.get("railing_type", "rcc") + + # Stiffener toggles + cad.include_intermediate_stiffeners = True + cad.intermediate_stiffener_spacing = 2000 + cad.intermediate_stiffener_thickness = 20 + cad.intermediate_stiffener_outstand = None + cad.num_end_stiffener_pairs = 4 + cad.end_stiffener_thickness = 30 + cad.end_stiffener_outstand = None + cad.include_longitudinal_stiffeners = True + cad.num_longitudinal_stiffeners = 2 + cad.longitudinal_stiffener_thickness = 20 + cad.longitudinal_stiffener_outstand = None + + # Cross Bracing Config + cad.cross_bracing_spacing = 4000 + cad.bracing_type = "X" + cad.x_bracket_option = "BOTH" + cad.k_top_bracket = True + cad.diagonal_section_type = "ANGLE" + cad.diagonal_section_dims = {"leg_h": 100, "leg_w": 50, "connection_type": "LONGER_LEG"} + cad.diagonal_thickness = 5 + cad.top_chord_section_type = "DOUBLE_CHANNEL" + cad.top_chord_section_dims = {"depth": 100, "flange_width": 50, "web_thickness":5, "flange_thickness":5} + cad.top_chord_thickness = 5 + cad.bottom_chord_section_type = "I_SECTION" + cad.bottom_chord_section_dims = {"depth": 100, "flange_width": 50, "web_thickness":5, "flange_thickness":5} + cad.bottom_chord_thickness = 5 + + # Diaphragm Default Config + cad.end_diaphragm_type = "Cross Bracing" + cad.end_diaphragm_spacing = 100 + cad.end_diaphragm_bracing_type = "K" + cad.end_diaphragm_diagonal_section_type = "ANGLE" + cad.end_diaphragm_diagonal_section_dims = {"leg_h": 100} + cad.end_diaphragm_diagonal_thickness = 5 + cad.end_diaphragm_top_chord_section_type = "CHANNEL" + cad.end_diaphragm_top_chord_section_dims = {} + cad.end_diaphragm_top_chord_thickness = 5 + cad.end_diaphragm_bottom_chord_section_type = "DOUBLE_ANGLE" + cad.end_diaphragm_bottom_chord_section_dims = {"connection_type": "SHORTER_LEG"} + cad.end_diaphragm_bottom_chord_thickness = 5 + + def completion_callback(success, msg): + if success: + QMessageBox.information(self, "Export Complete", msg) + else: + QMessageBox.critical(self, "Export Failed", msg) + + # Fire + handler = PlateGirderIfcExportHandler(cad, file_path, completion_callback) + handler.export_async() + # Edit Menus edit_menu = self.menu_bar.addMenu("Edit") From edd4265b05139c48c7f867cdafc15ce6b3d22ad9 Mon Sep 17 00:00:00 2001 From: kavish1919 Date: Mon, 13 Apr 2026 21:11:29 +0530 Subject: [PATCH 217/225] Add missing __init__.py for module imports --- src/osdagbridge/core/ifc_export_bridge/__init__.py | 5 +++++ 1 file changed, 5 insertions(+) create mode 100644 src/osdagbridge/core/ifc_export_bridge/__init__.py diff --git a/src/osdagbridge/core/ifc_export_bridge/__init__.py b/src/osdagbridge/core/ifc_export_bridge/__init__.py new file mode 100644 index 000000000..235771f54 --- /dev/null +++ b/src/osdagbridge/core/ifc_export_bridge/__init__.py @@ -0,0 +1,5 @@ +""" +IFC Export Bridge Module +Contains the extraction, geometry mapping, and IFC generation logic for Osdag bridges. +""" +from .export_ifc_handler import PlateGirderIfcExportHandler From 1997f66ce941bf7a75d1701c0ea2f91211c9c7dc Mon Sep 17 00:00:00 2001 From: kavish1919 Date: Thu, 7 May 2026 13:53:02 +0530 Subject: [PATCH 218/225] Saving my latest local wrapper changes --- .../bridge_cad_extraction.py | 298 +++++++++++++----- .../ifc_export_bridge/bridge_ifc_generator.py | 102 ++++-- .../ifc_export_bridge/export_ifc_handler.py | 4 + 3 files changed, 306 insertions(+), 98 deletions(-) diff --git a/src/osdagbridge/core/ifc_export_bridge/bridge_cad_extraction.py b/src/osdagbridge/core/ifc_export_bridge/bridge_cad_extraction.py index 0a30c17a2..202c7688b 100644 --- a/src/osdagbridge/core/ifc_export_bridge/bridge_cad_extraction.py +++ b/src/osdagbridge/core/ifc_export_bridge/bridge_cad_extraction.py @@ -1,10 +1,34 @@ -""" -Plate Girder Bridge - CAD to IFC Data Extraction Pipeline -Translates PlateGirderCADGenerator UI configurations into parametric dicts/objects. -""" import math import numpy as np +# Osdag Core Imports +from osdagbridge.core.utils.codes.irc5_2015 import IRC5_2015 +from osdagbridge.core.utils.common import ( + KEY_SPAN, KEY_NO_OF_GIRDERS, KEY_GIRDER_SPACING, KEY_SKEW_ANGLE, + KEY_CARRIAGEWAY_WIDTH, KEY_DECK_THICKNESS, KEY_FOOTPATH, KEY_FOOTPATH_WIDTH, + KEY_RAILING_WIDTH, KEY_INCLUDE_MEDIAN, KEY_CRASH_BARRIER_TYPE, + KEY_RIGID_CRASH_BARRIER_TYPE, KEY_METALLIC_CRASH_BARRIER_TYPE, + KEY_MEDIAN_TYPE, KEY_RAILING_TYPE, VALUES_FOOTPATH, VALUES_RAILING_TYPE +) +from osdagbridge.core.bridge_components.super_structure.deck.builder import ( + calculate_deck_width, + calculate_carriageway_center_y +) +from osdagbridge.core.utils.common import ( + DEFAULT_GIRDER_SPACING +) +from osdagbridge.core.bridge_components.super_structure.crash_barrier.builder import ( + calculate_carriageway_offset +) +from osdagbridge.core.bridge_components.super_structure.plate_girder.builder import ( + END_STIFFENER_SPACING +) +from osdagbridge.desktop.cad.irc5_geometry import ( + CrashBarrierGeometry, + MedianGeometry, + RailingGeometry +) + class ExtractedObject: """A generic mock object to hold geometric parameters for the GeometryMapper.""" def __init__(self, obj_class, **kwargs): @@ -25,26 +49,101 @@ def _calculate_skew_offset(self, lateral_position, reference_position=0): return 0.0 skew_rad = math.radians(self.cad.skew_angle) return (lateral_position - reference_position) * math.tan(skew_rad) + + def _build_design_dict(self): + """Replicates Osdag Step 6 mapping to get exact IRC 5 dimensions.""" + barrier_type_map = {"Flexible": 0, "Semi-Rigid": 1, "Rigid": 2} + barrier_idx = barrier_type_map.get(self.cad.barrier_type, 2) + + rigid_subtype_map = {"IRC-5R": 0, "High Containment": 1} + metallic_subtype_map = {"Single W-beam": 0, "Double W-beam": 1} + + railing_map = { + VALUES_RAILING_TYPE[0]: KEY_RAILING_TYPE[0], # RCC + VALUES_RAILING_TYPE[1]: KEY_RAILING_TYPE[1], # Steel + } + selected_railing_key = railing_map.get(self.cad.railing_type) + if selected_railing_key is None: + selected_railing_key = KEY_RAILING_TYPE[1] if "steel" in str(self.cad.railing_type).lower() else KEY_RAILING_TYPE[0] + + if self.cad.barrier_type != "Rigid": + selected_railing_key = KEY_RAILING_TYPE[0] + + if self.cad.barrier_type == "Rigid": + rigid_subtype_idx = rigid_subtype_map.get(self.cad.crash_barrier_subtype, 0) + design_dict = IRC5_2015.cl_109_6_3_shapes( + barrier_type=KEY_CRASH_BARRIER_TYPE[barrier_idx], + footpath=VALUES_FOOTPATH[0] if self.cad.footpath_config == "NONE" else VALUES_FOOTPATH[1], + railing_type=selected_railing_key, + design_dict={}, + crash_barrier_type=KEY_RIGID_CRASH_BARRIER_TYPE[rigid_subtype_idx] + ) + actual_base_width = design_dict.get("crash_barrier_width", 500) + else: + metallic_subtype_idx = metallic_subtype_map.get(self.cad.crash_barrier_subtype, 0) + design_dict = IRC5_2015.cl_109_6_3_shapes( + barrier_type=KEY_CRASH_BARRIER_TYPE[1], + footpath=VALUES_FOOTPATH[0] if self.cad.footpath_config == "NONE" else VALUES_FOOTPATH[1], + railing_type=selected_railing_key, + design_dict={}, + crash_barrier_type=KEY_METALLIC_CRASH_BARRIER_TYPE[metallic_subtype_idx] + ) + # Standard Osdag reserved width for crash barriers is 500mm (0.5m) + actual_base_width = design_dict.get("kerb_bottom_width", 500) + + # Standard Osdag Railing width is 375mm (0.375m) + actual_railing_width = 375 + return design_dict, actual_base_width, actual_railing_width def extract(self): + design_dict, actual_base_width, actual_railing_width = self._build_design_dict() + + # Step 1: Calculate dynamic deck width + total_width = self._calculate_total_deck_width(actual_base_width, actual_railing_width) + + # Step 2: Solve for structural girder layout + n_girders, spacing, overhang = self._solve_girder_layout(total_width) + return { - "girders": self._extract_girders(), - "stiffeners": self._extract_stiffeners(), - "cross_bracings": self._extract_cross_bracings(), - "deck_slab": self._extract_deck_slab(), - "crash_barriers": self._extract_safety_components(), - "supports": self._extract_supports() + "girders": self._extract_girders(n_girders, spacing), + "stiffeners": self._extract_stiffeners(n_girders, spacing), + "cross_bracings": self._extract_cross_bracings(n_girders, spacing), + "deck_slab": self._extract_deck_slab(total_width), + "crash_barriers": self._extract_safety_components(total_width, actual_base_width, actual_railing_width), + "supports": self._extract_supports(n_girders, spacing) } - def _extract_girders(self): + def _solve_girder_layout(self, total_width): + """ + Dynamically solves for n, spacing, and overhang based on Osdag's structural sizing rules. + OverallBridgeWidth = (n - 1) * spacing + 2 * overhang + """ + target_s = getattr(self.cad, 'girder_spacing', DEFAULT_GIRDER_SPACING * 1000) + target_o = getattr(self.cad, 'deck_overhang', target_s / 2.0) + + # Rule: n = Width / TargetSpacing (assuming overhang = spacing/2) + n = max(2, int(round(total_width / target_s))) + + # Adjust spacing and overhang to fit width exactly + # We keep overhang at target_o if possible, and solve for s + if n > 1: + actual_s = (total_width - 2 * target_o) / (n - 1) + actual_o = target_o + else: + actual_s = 0 + actual_o = total_width / 2.0 + + return n, actual_s, actual_o + + def _extract_girders(self, n_girders, spacing): girders = [] - total_width = (self.cad.num_girders - 1) * self.cad.girder_spacing + total_structural_width = (n_girders - 1) * spacing d = self.cad.girder_section_d tw = self.cad.girder_section_tw L = self.cad.span_length_L - for i in range(self.cad.num_girders): - y_offset = (i * self.cad.girder_spacing) - (total_width / 2) + for i in range(n_girders): + y_offset = (i * spacing) - (total_structural_width / 2.0) x_offset = self._calculate_skew_offset(y_offset) # Girders span along +X global vector @@ -76,7 +175,7 @@ def _extract_girders(self): return girders - def _extract_stiffeners(self): + def _extract_stiffeners(self, n_girders, spacing): stiffeners = [] D = self.cad.girder_section_d tw = self.cad.girder_section_tw @@ -89,10 +188,9 @@ def _extract_stiffeners(self): int_stiff_width = self.cad.intermediate_stiffener_outstand if self.cad.intermediate_stiffener_outstand else default_stiff_width end_stiff_width = self.cad.end_stiffener_outstand if self.cad.end_stiffener_outstand else default_stiff_width - END_STIFFENER_SPACING = 50.0 end_stiffener_gap = (T_es / 2.0) - total_width = (self.cad.num_girders - 1) * self.cad.girder_spacing + total_width = (n_girders - 1) * spacing # Stiffeners Extrude UP (global Z) alongside the web depth # For Vertical Stiffeners: T (Profile Width) maps to local X (global X -> Thickness) @@ -101,17 +199,17 @@ def _extract_stiffeners(self): uDir_vert = [0, 0, 1] wDir_vert = [1, 0, 0] - for i in range(self.cad.num_girders): - y_offset = (i * self.cad.girder_spacing) - (total_width / 2) + for i in range(n_girders): + y_offset = (i * spacing) - (total_width / 2) # Intermediate Stiffeners if self.cad.include_intermediate_stiffeners: - spacing = self.cad.intermediate_stiffener_spacing - num_panels = max(1, int(L // spacing)) + spacing_stiff = self.cad.intermediate_stiffener_spacing + num_panels = max(1, int(L // spacing_stiff)) end_zone = end_stiffener_gap + (self.cad.num_end_stiffener_pairs - 1) * END_STIFFENER_SPACING + END_STIFFENER_SPACING for j in range(1, num_panels): - x_dist = j * spacing + x_dist = j * spacing_stiff if x_dist <= end_zone or x_dist >= (L - end_zone): continue x_shift = self._calculate_skew_offset(y_offset) @@ -157,13 +255,13 @@ def _extract_stiffeners(self): return stiffeners - def _extract_cross_bracings(self): + def _extract_cross_bracings(self, n_girders, spacing): braces = [] n_internal = int(self.cad.span_length_L / self.cad.cross_bracing_spacing) - 1 n_total = n_internal + 2 - spacing = self.cad.span_length_L / (n_total - 1) if n_total > 1 else 0 - x_positions = [i * spacing for i in range(n_total)] - total_width = (self.cad.num_girders - 1) * self.cad.girder_spacing + spacing_x = self.cad.span_length_L / (n_total - 1) if n_total > 1 else 0 + x_positions = [i * spacing_x for i in range(n_total)] + total_width = (n_girders - 1) * spacing depth = self.cad.girder_section_d z_bot = -depth / 2 @@ -215,95 +313,135 @@ def build_bracing(b_type, d_sec, d_dims, d_t, t_sec, t_dims, t_t, b_sec, b_dims, for idx, x in enumerate(x_positions): is_end = (idx == 0 or idx == len(x_positions)-1) is_first = (idx == 0) - for i in range(self.cad.num_girders - 1): - yL = (i * self.cad.girder_spacing) - total_width / 2 - extract_bay(x, yL, yL + self.cad.girder_spacing, is_end, is_first) + for i in range(n_girders - 1): + yL = (i * spacing) - total_width / 2 + extract_bay(x, yL, yL + spacing, is_end, is_first) return braces - def _extract_deck_slab(self): - L = self.cad.span_length_L - W_carriageway = self.cad.carriageway_width - T = self.cad.deck_thickness - foot_w = self.cad.footpath_width if self.cad.footpath_config != "NONE" else 0 - rail_w = self.cad.railing_width if self.cad.footpath_config != "NONE" else 0 - barrier_w = 450.0 # Approximate width of crash barrier base + def _calculate_total_deck_width(self, actual_base_width, actual_railing_width): + """Replicates Osdag's CrossSectionLayout logic for total width.""" + cw = self.cad.carriageway_width + cb = actual_base_width + fp = self.cad.footpath_width + rl = actual_railing_width - left_add = (foot_w + rail_w + barrier_w) if self.cad.footpath_config in ("LEFT", "BOTH") else barrier_w - right_add = (foot_w + rail_w + barrier_w) if self.cad.footpath_config in ("RIGHT", "BOTH") else barrier_w + # Base road width + if self.cad.enable_median: + # Get median width (standard 1200mm) + median_label = "IRC 5 - Raised Kerb" # Default to fetch standard width + median_geo = MedianGeometry.get_geometry(median_label) + mw = median_geo.get("median_width", 1200) + road_width = (2 * cw) + mw + else: + road_width = cw + + # Total width = 2 * crash barriers + road_width + footpaths/railings + total = road_width + (2 * cb) - total_width = W_carriageway + left_add + right_add + if self.cad.footpath_config == "LEFT": + total += fp + rl + elif self.cad.footpath_config == "RIGHT": + total += fp + rl + elif self.cad.footpath_config == "BOTH": + total += 2 * (fp + rl) + + return total + + def _extract_deck_slab(self, total_width): + """Extract deck slab geometry with synchronized structural width.""" + L = self.cad.span_length_L + T = self.cad.deck_thickness y_min = -total_width / 2 y_max = total_width / 2 - z_top = self.cad.girder_section_d / 2 + self.cad.girder_section_tf - z_surface = z_top + T - # Calculate skew polygon (CCW Winding Order for solid topology) - # These points define the BOTTOM footprint of the slab (aligning with girder top flanges) pts = [ - [self._calculate_skew_offset(y_min), y_min, z_top], # Bottom Left - [L + self._calculate_skew_offset(y_min), y_min, z_top], # Bottom Right - [L + self._calculate_skew_offset(y_max), y_max, z_top], # Top Right - [self._calculate_skew_offset(y_max), y_max, z_top] # Top Left + [self._calculate_skew_offset(y_min), y_min, z_top], + [L + self._calculate_skew_offset(y_min), y_min, z_top], + [L + self._calculate_skew_offset(y_max), y_max, z_top], + [self._calculate_skew_offset(y_max), y_max, z_top] ] - return [ExtractedObject("SlabPolygon", points=pts, thickness=T, ifc_name="Deck Slab")] + return [ExtractedObject("SlabPolygon", points=pts, thickness=T*0.001, ifc_name="Deck Slab")] - def _extract_safety_components(self): + def _extract_safety_components(self, design_dict, actual_base_width, actual_railing_width): components = [] - W_carriageway = self.cad.carriageway_width L = self.cad.span_length_L z_base = self.cad.girder_section_d / 2 + self.cad.girder_section_tf + self.cad.deck_thickness - foot_w = self.cad.footpath_width if self.cad.footpath_config != "NONE" else 0 - rail_w = self.cad.railing_width if self.cad.footpath_config != "NONE" else 0 - barrier_w = 450.0 - - left_add = (foot_w + rail_w + barrier_w) if self.cad.footpath_config in ("LEFT", "BOTH") else barrier_w - right_add = (foot_w + rail_w + barrier_w) if self.cad.footpath_config in ("RIGHT", "BOTH") else barrier_w + total_deck_width = self._calculate_total_deck_width(actual_base_width, actual_railing_width) - y_left_edge = -(W_carriageway/2 + left_add) - y_right_edge = (W_carriageway/2 + right_add) - - # Guard rails / Barriers - b_type = self.cad.barrier_type - sub_type = self.cad.crash_barrier_subtype + # Calculate road assembly offset (same as calculate_carriageway_offset in Osdag) + carriageway_offset = 0.0 + if self.cad.footpath_config == "LEFT": + carriageway_offset = (self.cad.footpath_width + actual_railing_width) / 2.0 + elif self.cad.footpath_config == "RIGHT": + carriageway_offset = -(self.cad.footpath_width + actual_railing_width) / 2.0 + + # Internal widths + cw = self.cad.carriageway_width + cb = actual_base_width - barrier_offsets = [] + # Define Y positions for barriers (positioned at the edge of the road assembly) + y_l = -total_deck_width / 2.0 + cb / 2.0 if self.cad.footpath_config in ("LEFT", "BOTH"): - barrier_offsets.append(y_left_edge + rail_w + foot_w + barrier_w/2) - else: - barrier_offsets.append(y_left_edge + barrier_w/2) - + y_l += (self.cad.footpath_width + actual_railing_width) + + y_r = total_deck_width / 2.0 - cb / 2.0 if self.cad.footpath_config in ("RIGHT", "BOTH"): - barrier_offsets.append(y_right_edge - rail_w - foot_w - barrier_w/2) - else: - barrier_offsets.append(y_right_edge - barrier_w/2) + y_r -= (self.cad.footpath_width + actual_railing_width) - for y_off in barrier_offsets: - components.append(ExtractedObject("BarrierSweep", type=b_type, subtype=sub_type, span=L, - z_base=z_base, y_offset=y_off, skew=self.cad.skew_angle, ifc_name="Crash Barrier")) + # Map barrier types to labels for Geometry Retrieval + if self.cad.barrier_type == "Rigid": + barrier_label = "IRC 5 - High Containment RCC Crash Barrier" if self.cad.crash_barrier_subtype == "High Containment" else "IRC 5 - RCC Crash Barrier" + else: + barrier_label = "IRC 5 - Metallic Crash Barrier with Double W-Beam" if self.cad.crash_barrier_subtype == "Double W-beam" else "IRC 5 - Metallic Crash Barrier with Single W-Beam" + + barrier_geo = CrashBarrierGeometry.get_geometry(barrier_label) + + # Left barrier + components.append(ExtractedObject("BarrierSweep", type=self.cad.barrier_type, subtype=self.cad.crash_barrier_subtype, + span=L, z_base=z_base, y_offset=y_l, skew=self.cad.skew_angle, geo=barrier_geo, ifc_name="Crash Barrier L")) + # Right barrier + components.append(ExtractedObject("BarrierSweep", type=self.cad.barrier_type, subtype=self.cad.crash_barrier_subtype, + span=L, z_base=z_base, y_offset=y_r, skew=self.cad.skew_angle, geo=barrier_geo, ifc_name="Crash Barrier R")) # Median if self.cad.enable_median: + # Median is centered in the road assembly + median_y = carriageway_offset + + # Map median type to labels + if self.cad.median_type == "Raised Kerb": + median_label = "IRC 5 - Raised Kerb" + elif self.cad.median_type == "RCC Crash Barrier": + median_label = "IRC 5 - RCC Crash Barrier" + else: + median_label = "IRC 5 - Metallic Crash Barrier with Double W-Beam" if "Double" in str(self.cad.median_type) else "IRC 5 - Metallic Crash Barrier with Single W-Beam" + + median_geo = MedianGeometry.get_geometry(median_label) components.append(ExtractedObject("BarrierSweep", type="Median", subtype=self.cad.median_type, span=L, - z_base=z_base, y_offset=0, skew=self.cad.skew_angle, ifc_name="Median Barrier")) + z_base=z_base, y_offset=median_y, skew=self.cad.skew_angle, geo=median_geo, ifc_name="Median Barrier")) # Railings + railing_label = "IRC 5 - RCC Railing" if "rcc" in str(self.cad.railing_type).lower() else "IRC 5 - Steel Railing" + railing_geo = RailingGeometry.get_geometry(railing_label) if self.cad.footpath_config in ("LEFT", "BOTH"): + y_railing_left = -total_deck_width / 2.0 + actual_railing_width / 2.0 components.append(ExtractedObject("RailingSweep", type=self.cad.railing_type, count=self.cad.rail_count, span=L, - z_base=z_base, y_offset=y_left_edge + rail_w/2, skew=self.cad.skew_angle, ifc_name="Footpath Railing")) + z_base=z_base, y_offset=y_railing_left, skew=self.cad.skew_angle, geo=railing_geo, ifc_name="Footpath Railing L")) if self.cad.footpath_config in ("RIGHT", "BOTH"): + y_railing_right = total_deck_width / 2.0 - actual_railing_width / 2.0 components.append(ExtractedObject("RailingSweep", type=self.cad.railing_type, count=self.cad.rail_count, span=L, - z_base=z_base, y_offset=y_right_edge - rail_w/2, skew=self.cad.skew_angle, ifc_name="Footpath Railing")) + z_base=z_base, y_offset=y_railing_right, skew=self.cad.skew_angle, geo=railing_geo, ifc_name="Footpath Railing R")) return components - def _extract_supports(self): + def _extract_supports(self, n_girders, spacing): supports = [] - total_width = (self.cad.num_girders - 1) * self.cad.girder_spacing + total_width = (n_girders - 1) * spacing D = self.cad.girder_section_d z_contact = -(D / 2.0 + self.cad.girder_section_tf_b) support_width = max(self.cad.girder_section_bf, self.cad.girder_section_bf_b) @@ -312,8 +450,8 @@ def _extract_supports(self): w_supp = base_dim / 2.0 r_cyl = h_supp / 2.0 - for i in range(self.cad.num_girders): - y_offset = (i * self.cad.girder_spacing) - (total_width / 2) + for i in range(n_girders): + y_offset = (i * spacing) - (total_width / 2) x_offset = self._calculate_skew_offset(y_offset) # Left Triangular Support diff --git a/src/osdagbridge/core/ifc_export_bridge/bridge_ifc_generator.py b/src/osdagbridge/core/ifc_export_bridge/bridge_ifc_generator.py index 5178bd54a..045b0230c 100644 --- a/src/osdagbridge/core/ifc_export_bridge/bridge_ifc_generator.py +++ b/src/osdagbridge/core/ifc_export_bridge/bridge_ifc_generator.py @@ -66,6 +66,7 @@ def generate_from_extracted_data(self, extracted_dict): """Consume extracted dictionary logic and bind to schema.""" self.initialize_file() s = 0.001 # Global Scale Factor (Meters) + shared = {"deck_top_m": 0.0} # Shared state: deck top surface in meters def _process_plate(item): prof = self.mapper.create_rectangular_profile(item.T * s, item.L * s) @@ -123,12 +124,13 @@ def _process_brace(item): self.bind_element_to_storey(elem) def _process_deck(item): - # Force the thickness to 0.4 meters as requested for the viewer override - deck_height_override = 0.2 - - # Anchor at the girder top level (now scaled to Meters) + # Use extracted thickness + deck_thickness = getattr(item, 'thickness', 200) z_base = item.points[0][2] * s + # Store the deck top surface for barrier alignment + shared["deck_top_m"] = z_base + deck_thickness * s + # Map the globally extracted 3D corners to a pure 2D footprint profile pts_2d = [(p[0] * s, p[1] * s) for p in item.points] prof = self.mapper.create_polygonal_profile(pts_2d, "DeckProfile") @@ -137,8 +139,7 @@ def _process_deck(item): place = self.mapper.create_axis2placement_3d((0, 0, z_base), z_dir=(0, 0, 1), x_dir=(1, 0, 0)) local_identity = self.mapper.create_axis2placement_3d((0, 0, 0), z_dir=(0, 0, 1), x_dir=(1, 0, 0)) - # SweptSolid uses the explicit 0.4m override - solid = self.mapper.create_extruded_solid(prof, deck_height_override, local_identity) + solid = self.mapper.create_extruded_solid(prof, deck_thickness * s, local_identity) shape = self.file.createIfcShapeRepresentation(self.mapper._context3d, "Body", "SweptSolid", [solid]) prod_def = self.file.createIfcProductDefinitionShape(None, None, [shape]) @@ -148,24 +149,86 @@ def _process_deck(item): self.bind_element_to_storey(elem) def _process_barrier(item): - # Force dimensions and placement to Meters - prof = self.mapper.create_rectangular_profile(450 * s, 1100 * s) + geo = getattr(item, 'geo', {}) import math + + # 1. Define 2D Profile Points and Reference Width + if geo.get("type") == "rcc": + total_h = geo["total_height"] + bottom_w = geo["bottom_width"] + base_v = geo["base_vertical"] + mid_off = geo["mid_offset"] + shape_scale = bottom_w / 525.0 + right_at_mid = 300 * shape_scale + left_at_top = 50 * shape_scale + right_at_top = 225 * shape_scale + + pts_2d = [ + (0, 0), (bottom_w, 0), (bottom_w, base_v), + (right_at_mid, mid_off), (right_at_top, total_h), + (left_at_top, total_h), (0, base_v), + ] + elif geo.get("type") == "metallic": + kerb_h = geo.get("kerb_height", 150.0) + bottom_w = geo.get("median_width", geo.get("kerb_bottom_width", 550)) + kerb_top = geo.get("kerb_top_width", 500) + offset = (bottom_w - kerb_top) / 2 + pts_2d = [ + (0, 0), (bottom_w, 0), + (bottom_w - offset, kerb_h), + (offset, kerb_h), + ] + else: + # Median / Others fallback + total_h = geo.get("total_height", geo.get("kerb_height", 1100)) + bottom_w = geo.get("median_width", geo.get("bottom_width", geo.get("kerb_bottom_width", 1200))) + pts_2d = [(0, 0), (bottom_w, 0), (bottom_w, total_h), (0, total_h)] + + # 2. Apply Mirroring for Right Side (Orientation Fix) + is_right_side = item.y_offset > 0.5 + if is_right_side: + pts_2d = [(bottom_w - x, y) for x, y in pts_2d] + + # 3. Scaling and Transformation + pts_2d_m = [(x * s, y * s) for x, y in pts_2d] + x_start = item.y_offset * math.tan(math.radians(item.skew)) if hasattr(item, 'skew') else 0 + deck_top = shared["deck_top_m"] + + y_origin = item.y_offset * s - (bottom_w * s / 2.0) + scaled_origin = [x_start * s, y_origin, deck_top] + + prof = self.mapper.create_polygonal_profile(pts_2d_m, "BarrierProfile") + place = self.mapper.create_axis2placement_3d(scaled_origin, z_dir=[1,0,0], x_dir=[0,1,0]) + local_identity = self.mapper.create_axis2placement_3d((0,0,0), z_dir=(0,0,1), x_dir=(1,0,0)) + solid = self.mapper.create_extruded_solid(prof, item.span * s, local_identity) + + shape = self.file.createIfcShapeRepresentation(self.mapper._context3d, "Body", "SweptSolid", [solid]) + prod_def = self.file.createIfcProductDefinitionShape(None, None, [shape]) + # Map Median to IfcWall if it's high, otherwise IfcBuildingElementProxy + elem_type = self.file.createIfcWall if item._class_name == "BarrierSweep" else self.file.createIfcBuildingElementProxy + elem = elem_type(create_ifc_guid(), self._owner_history, Name=item.ifc_name, ObjectPlacement=self.file.createIfcLocalPlacement(self.storey.ObjectPlacement, place), Representation=prod_def) + self.bind_element_to_storey(elem) + + def _process_railing(item): + geo = getattr(item, 'geo', {}) + import math - # Hardcoded override to sit on top of the 0.4 scaled deck - # girder_top = 710mm -> 0.71m - girder_top = (item.z_base - 400.0) * s - z_fixed = girder_top + 0.4 + rail_w = geo.get("width", 375) + rail_h = geo.get("height", 1100) + prof = self.mapper.create_rectangular_profile(rail_w * s, rail_h * s) - # Force Barrier Sweep along Global X-axis (span line) - place = self.mapper.create_axis2placement_3d((x_start * s, item.y_offset * s, z_fixed), z_dir=[1,0,0], x_dir=[0,1,0]) + x_start = item.y_offset * math.tan(math.radians(item.skew)) if hasattr(item, 'skew') else 0 + deck_top = shared["deck_top_m"] + + scaled_origin = [x_start * s, item.y_offset * s, deck_top + rail_h * s / 2.0] + place = self.mapper.create_axis2placement_3d(scaled_origin, z_dir=[1,0,0], x_dir=[0,1,0]) local_identity = self.mapper.create_axis2placement_3d((0,0,0), z_dir=(0,0,1), x_dir=(1,0,0)) solid = self.mapper.create_extruded_solid(prof, item.span * s, local_identity) shape = self.file.createIfcShapeRepresentation(self.mapper._context3d, "Body", "SweptSolid", [solid]) prod_def = self.file.createIfcProductDefinitionShape(None, None, [shape]) - elem = self.file.createIfcWallElementedCase(create_ifc_guid(), self._owner_history, Name=item.ifc_name, ObjectPlacement=self.file.createIfcLocalPlacement(self.storey.ObjectPlacement, place), Representation=prod_def) + elem = self.file.createIfcRailing(create_ifc_guid(), self._owner_history, Name=item.ifc_name, ObjectPlacement=self.file.createIfcLocalPlacement(self.storey.ObjectPlacement, place), Representation=prod_def) self.bind_element_to_storey(elem) # Iterate over extraction dictionary explicitly @@ -183,9 +246,12 @@ def _process_barrier(item): if item._class_name == "SlabPolygon": _process_deck(item) - # for key in ["crash_barriers"]: # Safeties mapping covers crash barriers, median, railings - # for item in extracted_dict.get(key, []): - # _process_barrier(item) + for key in ["crash_barriers"]: + for item in extracted_dict.get(key, []): + if item._class_name == "BarrierSweep": + _process_barrier(item) + elif item._class_name == "RailingSweep": + _process_railing(item) # Intentionally ignore "deck_textures" print("Model assembly complete. Saving...") diff --git a/src/osdagbridge/core/ifc_export_bridge/export_ifc_handler.py b/src/osdagbridge/core/ifc_export_bridge/export_ifc_handler.py index 02f41e6a9..b88dfc1d0 100644 --- a/src/osdagbridge/core/ifc_export_bridge/export_ifc_handler.py +++ b/src/osdagbridge/core/ifc_export_bridge/export_ifc_handler.py @@ -30,6 +30,10 @@ def export(self): if self.callback: self.callback(True, f"Model successfully exported to {self.filepath}") except Exception as e: + import traceback + error_msg = traceback.format_exc() + with open(r"c:\Users\Pyramid\Desktop\OsdagBridgeDev\OsdagBridge\src\osdagbridge\core\ifc_export_bridge\ifc_export_error.txt", "w") as f: + f.write(error_msg) if self.callback: self.callback(False, str(e)) From 9e8fc95de5fb44c6715ca09d76b7a79365af815e Mon Sep 17 00:00:00 2001 From: kavish1919 Date: Mon, 11 May 2026 21:04:21 +0530 Subject: [PATCH 219/225] Implemented IFC wrapper updates --- pyproject.toml | 1 - .../plate_girder/cad_generator.py | 4 + .../core/bridge_types/plate_girder/dto.py | 4 + .../plate_girder/plategirderbridge.py | 7 + .../bridge_cad_extraction.py | 24 +- .../bridge_geometry_mapper.py | 123 +++-- .../ifc_export_bridge/bridge_ifc_generator.py | 491 +++++++++++++++--- .../ifc_export_bridge/export_ifc_handler.py | 4 +- .../core/ifc_export_bridge/metadata_mapper.py | 279 ++++++++++ .../desktop/ui/dialogs/additional_inputs.py | 2 +- .../desktop/ui/docks/input_dock.py | 12 + src/osdagbridge/desktop/ui/template_page.py | 251 +++++---- 12 files changed, 979 insertions(+), 223 deletions(-) create mode 100644 src/osdagbridge/core/ifc_export_bridge/metadata_mapper.py diff --git a/pyproject.toml b/pyproject.toml index 5aea46e70..1b35bf5cc 100644 --- a/pyproject.toml +++ b/pyproject.toml @@ -104,4 +104,3 @@ testpaths = [ "tests" ] - diff --git a/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py b/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py index 073c40672..d6066adee 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py @@ -139,6 +139,10 @@ def __init__(self, bridge_type=KEY_MODULE_PG): self.component = None def _set_parameters(self, design_params: BridgeParametersDTO): + # MATERIAL GRADES + self.steel_grade = design_params.steel_grade + self.concrete_grade = design_params.concrete_grade + # GIRDER PARAMETERS self.span_length_L = design_params.span_length_L self.girder_section_d = design_params.girder_section_d diff --git a/src/osdagbridge/core/bridge_types/plate_girder/dto.py b/src/osdagbridge/core/bridge_types/plate_girder/dto.py index 1c3fdc79b..019da38c6 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/dto.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/dto.py @@ -286,6 +286,10 @@ class GirderSegmentDTO: @dataclass class BridgeParametersDTO: + # --- Material Grades --- + steel_grade: str + concrete_grade: str + # --- Girder --- span_length_L: float girder_section_d: float diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py index 13dde248e..46fd1814b 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py @@ -840,7 +840,14 @@ def get_3d_cad_parameters(self) -> BridgeParametersDTO: _angle_dims = SectionDimsDTO(leg_h=100, leg_w=50, connection_type="LONGER_LEG") _small_dims = SectionDimsDTO(leg_h=80, leg_w=40, connection_type="LONGER_LEG") + steel_grade = str(self.basic_inputs.get(KEY_GIRDER, "E 250A")).strip() + concrete_grade = str(self.basic_inputs.get(KEY_DECK_CONCRETE_GRADE_BASIC, "M30")).strip() + return BridgeParametersDTO( + # --- Material Grades --- + steel_grade=steel_grade, + concrete_grade=concrete_grade, + # --- Girder --- span_length_L=span_mm, girder_section_d=D, diff --git a/src/osdagbridge/core/ifc_export_bridge/bridge_cad_extraction.py b/src/osdagbridge/core/ifc_export_bridge/bridge_cad_extraction.py index 202c7688b..e749af8d8 100644 --- a/src/osdagbridge/core/ifc_export_bridge/bridge_cad_extraction.py +++ b/src/osdagbridge/core/ifc_export_bridge/bridge_cad_extraction.py @@ -364,7 +364,7 @@ def _extract_deck_slab(self, total_width): [self._calculate_skew_offset(y_max), y_max, z_top] ] - return [ExtractedObject("SlabPolygon", points=pts, thickness=T*0.001, ifc_name="Deck Slab")] + return [ExtractedObject("SlabPolygon", points=pts, thickness=T, ifc_name="Deck Slab")] def _extract_safety_components(self, design_dict, actual_base_width, actual_railing_width): components = [] @@ -394,9 +394,14 @@ def _extract_safety_components(self, design_dict, actual_base_width, actual_rail y_r -= (self.cad.footpath_width + actual_railing_width) # Map barrier types to labels for Geometry Retrieval - if self.cad.barrier_type == "Rigid": + # UI stores the full IRC label directly (e.g., "IRC 5 - RCC Crash Barrier") + # Support both full IRC labels (new) and legacy short names (old) + bt = str(self.cad.barrier_type) + if bt.startswith("IRC 5"): + barrier_label = bt # Already a full IRC label from the UI + elif bt == "Rigid": barrier_label = "IRC 5 - High Containment RCC Crash Barrier" if self.cad.crash_barrier_subtype == "High Containment" else "IRC 5 - RCC Crash Barrier" - else: + else: # Legacy "Flexible" / "Semi-Rigid" / "Metallic" barrier_label = "IRC 5 - Metallic Crash Barrier with Double W-Beam" if self.cad.crash_barrier_subtype == "Double W-beam" else "IRC 5 - Metallic Crash Barrier with Single W-Beam" barrier_geo = CrashBarrierGeometry.get_geometry(barrier_label) @@ -414,12 +419,19 @@ def _extract_safety_components(self, design_dict, actual_base_width, actual_rail median_y = carriageway_offset # Map median type to labels - if self.cad.median_type == "Raised Kerb": + # UI stores the full IRC label directly (e.g., "IRC 5 - Raised Kerb") + # Support both full IRC labels (new) and legacy short names (old) + mt = str(self.cad.median_type) + if mt.startswith("IRC 5"): + median_label = mt # Already a full IRC label from the UI + elif mt == "Raised Kerb": median_label = "IRC 5 - Raised Kerb" - elif self.cad.median_type == "RCC Crash Barrier": + elif mt == "RCC Crash Barrier": median_label = "IRC 5 - RCC Crash Barrier" + elif "Double" in mt: + median_label = "IRC 5 - Metallic Crash Barrier with Double W-Beam" else: - median_label = "IRC 5 - Metallic Crash Barrier with Double W-Beam" if "Double" in str(self.cad.median_type) else "IRC 5 - Metallic Crash Barrier with Single W-Beam" + median_label = "IRC 5 - Metallic Crash Barrier with Single W-Beam" median_geo = MedianGeometry.get_geometry(median_label) components.append(ExtractedObject("BarrierSweep", type="Median", subtype=self.cad.median_type, span=L, diff --git a/src/osdagbridge/core/ifc_export_bridge/bridge_geometry_mapper.py b/src/osdagbridge/core/ifc_export_bridge/bridge_geometry_mapper.py index ca7072499..5d7bd3d2d 100644 --- a/src/osdagbridge/core/ifc_export_bridge/bridge_geometry_mapper.py +++ b/src/osdagbridge/core/ifc_export_bridge/bridge_geometry_mapper.py @@ -48,6 +48,14 @@ def create_axis2placement_2d(self, origin=(0.,0.), x_dir=(1.,0.)): xdr = self.file.createIfcDirection([float(v) for v in x_dir]) return self.file.createIfcAxis2Placement2D(pt, xdr) + def apply_color(self, shape_rep, rgb_tuple): + """Applies an RGB color to an IfcShapeRepresentation.""" + rgb = self.file.createIfcColourRgb(None, float(rgb_tuple[0]), float(rgb_tuple[1]), float(rgb_tuple[2])) + surf_style = self.file.createIfcSurfaceStyleRendering(SurfaceColour=rgb) + surface_style = self.file.createIfcSurfaceStyle(None, "BOTH", [surf_style]) + for item in shape_rep.Items: + self.file.createIfcStyledItem(item, [surface_style], None) + # --- NATIVE PROFILE TRANSLATORS --- def create_rectangular_profile(self, width, height): @@ -74,43 +82,82 @@ def create_c_shape_profile(self, depth, width, web_thickness, flange_thickness): WallThickness=float(web_thickness), Girth=float(flange_thickness), InternalFilletRadius=None ) + def create_i_shape_profile(self, depth, width, web_thickness, flange_thickness): + return self.file.createIfcIShapeProfileDef( + ProfileType="AREA", ProfileName=None, + Position=self.create_axis2placement_2d(), + OverallWidth=float(width), + OverallDepth=float(depth), + WebThickness=float(web_thickness), + FlangeThickness=float(flange_thickness), + FilletRadius=None, FlangeEdgeRadius=None, FlangeSlope=None + ) + def create_double_angle_profile(self, leg_h, leg_w, thickness, connection_type): - """Builds a composite polygonal profile for two back-to-back angles.""" - # Using a polygonal profile definition explicitly mapped from coordinates - pts = [] - if connection_type == "SHORTER_LEG": - # Mirrors around X-axis - pts = [ - (-leg_h, -thickness), (0, -thickness), (0, -leg_w), - (thickness, -leg_w), (thickness, -thickness), (thickness+leg_h, -thickness), - (thickness+leg_h, 0), (thickness, 0), (thickness, leg_w-thickness), - (0, leg_w-thickness), (0, 0), (-leg_h, 0) - ] - else: # LONGER_LEG - pts = [ - (-leg_w, -thickness), (0, -thickness), (0, -leg_h), - (thickness, -leg_h), (thickness, -thickness), (thickness+leg_w, -thickness), - (thickness+leg_w, 0), (thickness, 0), (thickness, leg_h-thickness), - (0, leg_h-thickness), (0, 0), (-leg_w, 0) - ] - - ifc_pts = [self.create_cartesian_point_2d(p[0], p[1]) for p in pts] - polyline = self.file.createIfcPolyline(ifc_pts + [ifc_pts[0]]) # Close loop - return self.file.createIfcArbitraryClosedProfileDef("AREA", "DoubleAngle", polyline) + """Builds a composite profile for two back-to-back angles separated by a gap.""" + gap = thickness + v_leg = leg_w if connection_type == "SHORTER_LEG" else leg_h + h_leg = leg_h if connection_type == "SHORTER_LEG" else leg_w + + right_pts = [ + (gap/2, -v_leg/2), + (gap/2 + h_leg, -v_leg/2), + (gap/2 + h_leg, -v_leg/2 + thickness), + (gap/2 + thickness, -v_leg/2 + thickness), + (gap/2 + thickness, v_leg/2), + (gap/2, v_leg/2) + ] + left_pts = [ + (-gap/2, -v_leg/2), + (-gap/2, v_leg/2), + (-gap/2 - thickness, v_leg/2), + (-gap/2 - thickness, -v_leg/2 + thickness), + (-gap/2 - h_leg, -v_leg/2 + thickness), + (-gap/2 - h_leg, -v_leg/2) + ] + + def _make_prof(pts, name): + ifc_pts = [self.create_cartesian_point_2d(p[0], p[1]) for p in pts] + polyline = self.file.createIfcPolyline(ifc_pts + [ifc_pts[0]]) + return self.file.createIfcArbitraryClosedProfileDef("AREA", name, polyline) + + right_prof = _make_prof(right_pts, "RightAngle") + left_prof = _make_prof(left_pts, "LeftAngle") + return self.file.createIfcCompositeProfileDef("AREA", "DoubleAngle", [left_prof, right_prof], None) def create_double_channel_profile(self, depth, width, tw, tf): - """Builds a composite polygonal profile for two back-to-back channels.""" + """Builds a composite profile for two back-to-back channels separated by a gap.""" gap = width # standard gap - pts = [ - (-width, depth/2), (0, depth/2), (0, -depth/2), (-width, -depth/2), - (-width, -depth/2+tf), (-tw, -depth/2+tf), (-tw, depth/2-tf), (-width, depth/2-tf), - # Transition to second channel via gap - (gap, depth/2-tf), (gap+tw, depth/2-tf), (gap+tw, -depth/2+tf), (gap, -depth/2+tf), - (gap, -depth/2), (gap+width, -depth/2), (gap+width, depth/2), (gap, depth/2) + + right_pts = [ + (gap/2, -depth/2), + (gap/2 + width, -depth/2), + (gap/2 + width, -depth/2 + tf), + (gap/2 + tw, -depth/2 + tf), + (gap/2 + tw, depth/2 - tf), + (gap/2 + width, depth/2 - tf), + (gap/2 + width, depth/2), + (gap/2, depth/2) ] - ifc_pts = [self.create_cartesian_point_2d(p[0], p[1]) for p in pts] - polyline = self.file.createIfcPolyline(ifc_pts + [ifc_pts[0]]) - return self.file.createIfcArbitraryClosedProfileDef("AREA", "DoubleChannel", polyline) + left_pts = [ + (-gap/2, -depth/2), + (-gap/2, depth/2), + (-gap/2 - width, depth/2), + (-gap/2 - width, depth/2 - tf), + (-gap/2 - tw, depth/2 - tf), + (-gap/2 - tw, -depth/2 + tf), + (-gap/2 - width, -depth/2 + tf), + (-gap/2 - width, -depth/2) + ] + + def _make_prof(pts, name): + ifc_pts = [self.create_cartesian_point_2d(p[0], p[1]) for p in pts] + polyline = self.file.createIfcPolyline(ifc_pts + [ifc_pts[0]]) + return self.file.createIfcArbitraryClosedProfileDef("AREA", name, polyline) + + right_prof = _make_prof(right_pts, "RightChannel") + left_prof = _make_prof(left_pts, "LeftChannel") + return self.file.createIfcCompositeProfileDef("AREA", "DoubleChannel", [left_prof, right_prof], None) def create_polygonal_profile(self, points, name="Polygon"): """Used for custom skewed deck slabs and continuous crash barriers.""" @@ -118,6 +165,18 @@ def create_polygonal_profile(self, points, name="Polygon"): polyline = self.file.createIfcPolyline(ifc_pts + [ifc_pts[0]]) return self.file.createIfcArbitraryClosedProfileDef("AREA", name, polyline) + def create_polygonal_profile_with_voids(self, outer_points, inner_points_list, name="PolygonWithVoids"): + """Creates an arbitrary profile with one outer boundary and multiple inner voids.""" + outer_ifc_pts = [self.create_cartesian_point_2d(p[0], p[1]) for p in outer_points] + outer_polyline = self.file.createIfcPolyline(outer_ifc_pts + [outer_ifc_pts[0]]) + + inner_polylines = [] + for inner_points in inner_points_list: + inner_ifc_pts = [self.create_cartesian_point_2d(p[0], p[1]) for p in inner_points] + inner_polylines.append(self.file.createIfcPolyline(inner_ifc_pts + [inner_ifc_pts[0]])) + + return self.file.createIfcArbitraryProfileDefWithVoids("AREA", name, outer_polyline, inner_polylines) + # --- GEOMETRIC SOLID EXTRUSION --- def create_extruded_solid(self, profile, thickness, position_3d): diff --git a/src/osdagbridge/core/ifc_export_bridge/bridge_ifc_generator.py b/src/osdagbridge/core/ifc_export_bridge/bridge_ifc_generator.py index 045b0230c..854ad816b 100644 --- a/src/osdagbridge/core/ifc_export_bridge/bridge_ifc_generator.py +++ b/src/osdagbridge/core/ifc_export_bridge/bridge_ifc_generator.py @@ -6,6 +6,7 @@ import time import ifcopenshell from osdagbridge.core.ifc_export_bridge.bridge_geometry_mapper import BridgeGeometryMapper, create_ifc_guid +from osdagbridge.core.ifc_export_bridge.metadata_mapper import BridgeMetadataMapper class BridgeIfcGenerator: def __init__(self, output_path): @@ -25,6 +26,7 @@ def initialize_file(self): stamp = int(time.time()) self.file = ifcopenshell.file(schema="IFC4") self.mapper = BridgeGeometryMapper(self.file) + self.metadata = BridgeMetadataMapper(self.file, self.mapper) # Owner History person = self.file.createIfcPerson(Identification="USER", FamilyName="Osdag", GivenName="Bridge") @@ -62,7 +64,7 @@ def initialize_file(self): def bind_element_to_storey(self, element): self.file.createIfcRelContainedInSpatialStructure(create_ifc_guid(), self._owner_history, RelatingStructure=self.storey, RelatedElements=[element]) - def generate_from_extracted_data(self, extracted_dict): + def generate_from_extracted_data(self, extracted_dict, cad_context=None): """Consume extracted dictionary logic and bind to schema.""" self.initialize_file() s = 0.001 # Global Scale Factor (Meters) @@ -80,6 +82,10 @@ def _process_plate(item): prod_def = self.file.createIfcProductDefinitionShape(None, None, [shape]) elem = self.file.createIfcPlate(create_ifc_guid(), self._owner_history, Name=item.ifc_name, ObjectPlacement=self.file.createIfcLocalPlacement(self.storey.ObjectPlacement, place), Representation=prod_def) self.bind_element_to_storey(elem) + if "Stiffener" in item.ifc_name: + self.metadata.map_stiffener(elem, cad_context, item.ifc_name) + else: + self.metadata.map_girder(elem, cad_context, item.ifc_name) def _process_brace(item): # Dynamic profile type matching @@ -93,7 +99,7 @@ def _process_brace(item): elif item.sec_type == "DOUBLE_CHANNEL": prof = self.mapper.create_double_channel_profile(item.dims.get('depth', 100) * s, item.dims.get('flange_width', 50) * s, 5 * s, 7 * s) else: # I_SECTION - prof = self.mapper.create_rectangular_profile(item.dims.get('flange_width', 100) * s, item.dims.get('depth', 100) * s) # Simple default mapping + prof = self.mapper.create_i_shape_profile(item.dims.get('depth', 100) * s, item.dims.get('flange_width', 100) * s, item.dims.get('web_thickness', 5) * s, item.dims.get('flange_thickness', 5) * s) # Extrusion vectors import math @@ -122,6 +128,7 @@ def _process_brace(item): prod_def = self.file.createIfcProductDefinitionShape(None, None, [shape]) elem = self.file.createIfcMember(create_ifc_guid(), self._owner_history, Name=item.ifc_name, ObjectPlacement=self.file.createIfcLocalPlacement(self.storey.ObjectPlacement, place), Representation=prod_def) self.bind_element_to_storey(elem) + self.metadata.map_brace(elem, cad_context, item) def _process_deck(item): # Use extracted thickness @@ -147,68 +154,366 @@ def _process_deck(item): ObjectPlacement=self.file.createIfcLocalPlacement(self.storey.ObjectPlacement, place), Representation=prod_def) self.bind_element_to_storey(elem) + self.metadata.map_deck_slab(elem, cad_context) + def _process_metallic_median(item, geo): + """Generates the multi-component assembly for metallic medians.""" + import math + s = 0.001 + deck_top = shared["deck_top_m"] + span_l = item.span + + kerb_h = geo.get("kerb_height", 150.0) + kerb_bot = geo.get("median_width", 1200.0) + kerb_top = geo.get("kerb_top_width", 1150.0) + post_h = geo.get("post_height", 950.0) + post_spacing = geo.get("post_spacing", 1000.0) + num_rails = geo.get("number_of_w_beams", geo.get("w_beams", 2)) + + # 1. CREATE CONTINUOUS KERB (Base) + offset = (kerb_bot - kerb_top) / 2 + kerb_pts = [(0, 0), (kerb_bot, 0), (kerb_bot - offset, kerb_h), (offset, kerb_h)] + kerb_pts_m = [(p[0] * s, p[1] * s) for p in kerb_pts] + kerb_prof = self.mapper.create_polygonal_profile(kerb_pts_m, "Median_Kerb_Profile") + + x_start = item.y_offset * math.tan(math.radians(item.skew)) if hasattr(item, 'skew') else 0 + y_origin_kerb = item.y_offset * s - (kerb_bot * s / 2.0) + place_kerb = self.mapper.create_axis2placement_3d([x_start * s, y_origin_kerb, deck_top], z_dir=[1,0,0], x_dir=[0,1,0]) + kerb_solid = self.mapper.create_extruded_solid(kerb_prof, span_l * s, place_kerb) + all_solids = [kerb_solid] + + # 2. CREATE POSTS AND SPACERS + post_web_h, post_flange_w = 150.0, 75.0 + tw, tf = 5.4, 9.2 + chan_pts_m = [(p[0]*s, p[1]*s) for p in [ + (0, -post_web_h/2), (post_flange_w, -post_web_h/2), (post_flange_w, -post_web_h/2 + tf), + (tw, -post_web_h/2 + tf), (tw, post_web_h/2 - tf), (post_flange_w, post_web_h/2 - tf), + (post_flange_w, post_web_h/2), (0, post_web_h/2) + ]] + post_prof = self.mapper.create_polygonal_profile(chan_pts_m, "Median_Post_Profile") + + sp_h, sp_w, sp_d = 330.0, 200.0, 150.0 + sp_pts_m = [(p[0]*s, p[1]*s) for p in [ + (0, -sp_w/2), (sp_d, -sp_w/2), (sp_d, -sp_w/2 + 8.0), + (5.0, -sp_w/2 + 8.0), (5.0, sp_w/2 - 8.0), (sp_d, sp_w/2 - 8.0), + (sp_d, sp_w/2), (0, sp_w/2) + ]] + sp_prof = self.mapper.create_polygonal_profile(sp_pts_m, "Median_Spacer_Profile") + + num_posts = int(span_l / post_spacing) + 1 + post_y_offsets = [-240.0, 240.0] # Fixed for 1.2m median + + for i in range(num_posts): + x_p = i * post_spacing + for y_off_local in post_y_offsets: + side_mult = 1 if y_off_local > 0 else -1 + y_global = item.y_offset + y_off_local + x_off_skew = y_global * math.tan(math.radians(item.skew)) if hasattr(item, 'skew') else 0 + post_origin = [(x_p + x_off_skew) * s, y_global * s, deck_top + kerb_h * s] + + place_post = self.mapper.create_axis2placement_3d(post_origin, z_dir=[0,0,1], x_dir=[1,0,0]) + all_solids.append(self.mapper.create_extruded_solid(post_prof, post_h * s, place_post)) + + h_upper = post_h - 312.0 / 2.0 + beam_heights = [h_upper - 312.0 - 145.0, h_upper] if num_rails == 2 else [h_upper] + for bh in beam_heights: + sp_z = deck_top + (kerb_h + bh - sp_h/2.0) * s + sp_y_m = post_origin[1] + side_mult * 175.0 * s + sp_origin = [post_origin[0], sp_y_m, sp_z] + place_sp = self.mapper.create_axis2placement_3d(sp_origin, z_dir=[0,0,1], x_dir=[1,0,0]) + all_solids.append(self.mapper.create_extruded_solid(sp_prof, sp_h * s, place_sp)) + + # 3. CREATE CONTINUOUS RAILS + rail_y_offsets = [-515.0, 515.0] + for bh in beam_heights: + rail_z = deck_top + (kerb_h + bh - 312.0 / 2.0) * s + for y_off_local in rail_y_offsets: + y_global = item.y_offset + y_off_local + x_start_rail = y_global * math.tan(math.radians(item.skew)) if hasattr(item, 'skew') else 0 + # Face outward towards traffic: Left rail (-515) faces -Y, Right rail (+515) faces +Y + mult = -1.0 if y_global < item.y_offset else 1.0 + w_pts_m = _get_w_profile_pts_m(mult, s) + w_prof = self.mapper.create_polygonal_profile(w_pts_m, f"W_Rail_{'L' if mult<0 else 'R'}") + place_rail = self.mapper.create_axis2placement_3d([x_start_rail * s, y_global * s, rail_z], z_dir=[1,0,0], x_dir=[0,1,0]) + all_solids.append(self.mapper.create_extruded_solid(w_prof, span_l * s, place_rail)) + + _finalize_metallic_assembly(item, all_solids) + + def _process_metallic_barrier(item, geo): + """Generates the multi-component assembly for edge metallic barriers.""" + import math + s = 0.001 + deck_top = shared["deck_top_m"] + span_l = item.span + + kerb_h = geo.get("kerb_height", 150.0) + kerb_bot = 500.0 + kerb_top = 450.0 + post_h = geo.get("post_height", 950.0) + post_spacing = geo.get("post_spacing", 1000.0) + num_rails = geo.get("number_of_w_beams", geo.get("w_beams", 1)) + + # 1. Dimensions based on side (Left/Right) + is_right_edge = item.y_offset > 0.5 + side_mult = -1 if is_right_edge else 1 + post_y_off = 110.0 if is_right_edge else -110.0 + rail_y_off = -165.0 if is_right_edge else 165.0 + + # 2. KERB + offset = (kerb_bot - kerb_top) / 2 + kerb_pts_m = [(p[0]*s, p[1]*s) for p in [(0, 0), (kerb_bot, 0), (kerb_bot - offset, kerb_h), (offset, kerb_h)]] + kerb_prof = self.mapper.create_polygonal_profile(kerb_pts_m, "Barrier_Kerb_Profile") + x_start = item.y_offset * math.tan(math.radians(item.skew)) if hasattr(item, 'skew') else 0 + y_origin_kerb = item.y_offset * s - (kerb_bot * s / 2.0) + place_kerb = self.mapper.create_axis2placement_3d([x_start * s, y_origin_kerb, deck_top], z_dir=[1,0,0], x_dir=[0,1,0]) + all_solids = [self.mapper.create_extruded_solid(kerb_prof, span_l * s, place_kerb)] + + # 3. POSTS AND SPACERS + post_web_h, post_flange_w = 150.0, 75.0 + tw, tf = 5.4, 9.2 + chan_pts_m = [(p[0]*s, p[1]*s) for p in [ + (0, -post_web_h/2), (post_flange_w, -post_web_h/2), (post_flange_w, -post_web_h/2 + tf), + (tw, -post_web_h/2 + tf), (tw, post_web_h/2 - tf), (post_flange_w, post_web_h/2 - tf), + (post_flange_w, post_web_h/2), (0, post_web_h/2) + ]] + post_prof = self.mapper.create_polygonal_profile(chan_pts_m, "Barrier_Post_Profile") + + sp_h, sp_w, sp_d = 330.0, 200.0, 150.0 + sp_pts_m = [(p[0]*s, p[1]*s) for p in [ + (0, -sp_w/2), (sp_d, -sp_w/2), (sp_d, -sp_w/2 + 8.0), + (5.0, -sp_w/2 + 8.0), (5.0, sp_w/2 - 8.0), (sp_d, sp_w/2 - 8.0), + (sp_d, sp_w/2), (0, sp_w/2) + ]] + sp_prof = self.mapper.create_polygonal_profile(sp_pts_m, "Barrier_Spacer_Profile") + + num_posts = int(span_l / post_spacing) + 1 + for i in range(num_posts): + x_p = i * post_spacing + y_global = item.y_offset + post_y_off + x_off_skew = y_global * math.tan(math.radians(item.skew)) if hasattr(item, 'skew') else 0 + post_origin = [(x_p + x_off_skew) * s, y_global * s, deck_top + kerb_h * s] + place_post = self.mapper.create_axis2placement_3d(post_origin, z_dir=[0,0,1], x_dir=[1,0,0]) + all_solids.append(self.mapper.create_extruded_solid(post_prof, post_h * s, place_post)) + + h_upper = post_h - 312.0 / 2.0 + beam_heights = [h_upper - 312.0 - 145.0, h_upper] if num_rails == 2 else [h_upper] + for bh in beam_heights: + sp_z = deck_top + (kerb_h + bh - sp_h/2.0) * s + sp_y_m = post_origin[1] + side_mult * 175.0 * s + sp_origin = [post_origin[0], sp_y_m, sp_z] + place_sp = self.mapper.create_axis2placement_3d(sp_origin, z_dir=[0,0,1], x_dir=[1,0,0]) + all_solids.append(self.mapper.create_extruded_solid(sp_prof, sp_h * s, place_sp)) + + # 4. CONTINUOUS RAILS + for bh in beam_heights: + rail_z = deck_top + (kerb_h + bh - 312.0 / 2.0) * s + y_global = item.y_offset + rail_y_off + x_start_rail = y_global * math.tan(math.radians(item.skew)) if hasattr(item, 'skew') else 0 + # Face inward towards road: Left edge faces +Y, Right edge faces -Y + mult = 1.0 if not is_right_edge else -1.0 + w_pts_m = _get_w_profile_pts_m(mult, s) + w_prof = self.mapper.create_polygonal_profile(w_pts_m, f"W_Edge_Rail_{'L' if mult<0 else 'R'}") + place_rail = self.mapper.create_axis2placement_3d([x_start_rail * s, y_global * s, rail_z], z_dir=[1,0,0], x_dir=[0,1,0]) + all_solids.append(self.mapper.create_extruded_solid(w_prof, span_l * s, place_rail)) + + _finalize_metallic_assembly(item, all_solids) + + def _get_w_profile_pts_m(mult, s): + H, D, T = 312.0, 85.0, 3.0 + sigma = H / 10.0 + mu1, mu2 = H * 0.25, H * 0.75 + import math + amp = D / (1.0 + math.exp(-((mu1-mu2)**2)/(2*sigma**2))) + num_pts = 40 + pts = [] + for i in range(num_pts + 1): + y_l = (H * i) / num_pts + x_l = amp * (math.exp(-((y_l-mu1)**2)/(2*sigma**2)) + math.exp(-((y_l-mu2)**2)/(2*sigma**2))) + pts.append((mult * x_l * s, y_l * s)) + for i in range(num_pts, -1, -1): + y_l = (H * i) / num_pts + x_l = amp * (math.exp(-((y_l-mu1)**2)/(2*sigma**2)) + math.exp(-((y_l-mu2)**2)/(2*sigma**2))) - T + pts.append((mult * x_l * s, y_l * s)) + return pts + + STEEL_COLOR = (0.6, 0.65, 0.7) + RCC_COLOR = (0.85, 0.85, 0.82) + + def _finalize_metallic_assembly(item, all_solids): + shape = self.file.createIfcShapeRepresentation(self.mapper._context3d, "Body", "SweptSolid", all_solids) + self.mapper.apply_color(shape, STEEL_COLOR) + prod_def = self.file.createIfcProductDefinitionShape(None, None, [shape]) + elem = self.file.createIfcBuildingElementProxy(create_ifc_guid(), self._owner_history, Name=item.ifc_name, + ObjectPlacement=self.file.createIfcLocalPlacement(self.storey.ObjectPlacement, self.mapper.create_axis2placement_3d((0,0,0))), + Representation=prod_def) + self.bind_element_to_storey(elem) + self.metadata.map_barrier(elem, cad_context, item.ifc_name) + def _process_barrier(item): - geo = getattr(item, 'geo', {}) - import math - - # 1. Define 2D Profile Points and Reference Width - if geo.get("type") == "rcc": - total_h = geo["total_height"] - bottom_w = geo["bottom_width"] - base_v = geo["base_vertical"] - mid_off = geo["mid_offset"] - shape_scale = bottom_w / 525.0 - right_at_mid = 300 * shape_scale - left_at_top = 50 * shape_scale - right_at_top = 225 * shape_scale + geo = getattr(item, 'geo', {}) + import math + + if geo.get("type") == "metallic": + if "Median" in item.ifc_name: + _process_metallic_median(item, geo) + else: + _process_metallic_barrier(item, geo) + return + + # 1. Define 2D Profile Points and Reference Width + if geo.get("type") in ["rcc", "rcc_barrier"]: + # Exact IRC profile dimensions as used in Osdag builder.py + total_h = geo.get("total_height", geo.get("barrier_height", 900.0)) + bottom_w = geo.get("bottom_width", geo.get("median_width", 450.0)) + base_v = geo.get("base_vertical", 100.0) + top_w = geo.get("top_width", 175.0) # Standard IRC top notch width + + # Height levels + z1 = base_v + z2 = z1 + 250.0 # Transition slope height + z3 = total_h + + # Width levels - shifted so left outer edge is at 0 + # Right edge is the traffic-facing side (outer) which has the bend + right_edge = bottom_w + right_at_mid = bottom_w - 100.0 # Transition notch goes 100mm inwards + right_at_top = (bottom_w + top_w) / 2.0 + left_at_top = (bottom_w - top_w) / 2.0 + left_edge = 0.0 pts_2d = [ - (0, 0), (bottom_w, 0), (bottom_w, base_v), - (right_at_mid, mid_off), (right_at_top, total_h), - (left_at_top, total_h), (0, base_v), - ] - elif geo.get("type") == "metallic": - kerb_h = geo.get("kerb_height", 150.0) - bottom_w = geo.get("median_width", geo.get("kerb_bottom_width", 550)) - kerb_top = geo.get("kerb_top_width", 500) - offset = (bottom_w - kerb_top) / 2 - pts_2d = [ - (0, 0), (bottom_w, 0), - (bottom_w - offset, kerb_h), - (offset, kerb_h), + (left_edge, 0), + (right_edge, 0), + (right_edge, z1), + (right_at_mid, z2), + (right_at_top, z3), + (left_at_top, z3), + (left_edge, z1), ] - else: - # Median / Others fallback - total_h = geo.get("total_height", geo.get("kerb_height", 1100)) - bottom_w = geo.get("median_width", geo.get("bottom_width", geo.get("kerb_bottom_width", 1200))) - pts_2d = [(0, 0), (bottom_w, 0), (bottom_w, total_h), (0, total_h)] + elif geo.get("type") == "kerb": + # Raised Kerb: trapezium profile (symmetric) + total_h = geo.get("kerb_height", 225) + bottom_w = geo.get("kerb_bottom_width", 1200) + top_w = geo.get("kerb_top_width", 1150) + offset = (bottom_w - top_w) / 2.0 + pts_2d = [ + (0, 0), (bottom_w, 0), + (bottom_w - offset, total_h), (offset, total_h) + ] + else: + # Fallback — simple rectangle + total_h = geo.get("total_height", geo.get("kerb_height", 225)) + bottom_w = geo.get("median_width", geo.get("bottom_width", geo.get("kerb_bottom_width", 1200))) + pts_2d = [(0, 0), (bottom_w, 0), (bottom_w, total_h), (0, total_h)] + + # 2. Determine solid placements (Double for medians, single for edge barriers) + configs = [] + # Check if it's an RCC median (which needs two barriers) + if item.type == "Median" and geo.get("type") == "rcc_barrier": + median_w = geo.get("median_width", 1200.0) + # Left barrier: mirrored, placed at -median_w/2 + configs.append({"y_local": -median_w / 2.0, "mirror": True}) + # Right barrier: normal, placed at +median_w/2 - bottom_w + configs.append({"y_local": median_w / 2.0 - bottom_w, "mirror": False}) + else: + # Standard single barrier (edge or non-RCC median) + is_right_side = item.y_offset > 0.5 + configs.append({"y_local": -bottom_w / 2.0, "mirror": is_right_side}) + + deck_top = shared["deck_top_m"] + # Map Median to IfcWall if it's high, otherwise IfcBuildingElementProxy + elem_type = self.file.createIfcWall if item._class_name == "BarrierSweep" else self.file.createIfcBuildingElementProxy - # 2. Apply Mirroring for Right Side (Orientation Fix) - is_right_side = item.y_offset > 0.5 - if is_right_side: - pts_2d = [(bottom_w - x, y) for x, y in pts_2d] + for cfg in configs: + # Apply mirroring if needed + current_pts = [(bottom_w - x, y) for x, y in pts_2d] if cfg["mirror"] else pts_2d + current_pts_m = [(x * s, y * s) for x, y in current_pts] + + y_global = item.y_offset + cfg["y_local"] + x_start = y_global * math.tan(math.radians(item.skew)) if hasattr(item, 'skew') else 0 + + # Create a dedicated placement for this specific barrier + # Orientation: extrudes along Global X, profile in Global YZ plane + scaled_origin = [x_start * s, y_global * s, deck_top] + place = self.mapper.create_axis2placement_3d(scaled_origin, z_dir=[1,0,0], x_dir=[0,1,0]) + + # Use identity for the solid relative to its dedicated element placement + local_identity = self.mapper.create_axis2placement_3d((0,0,0), z_dir=(0,0,1), x_dir=(1,0,0)) + + prof = self.mapper.create_polygonal_profile(current_pts_m, f"BarrierProfile_{item.ifc_name}") + solid = self.mapper.create_extruded_solid(prof, item.span * s, local_identity) + + shape = self.file.createIfcShapeRepresentation(self.mapper._context3d, "Body", "SweptSolid", [solid]) + self.mapper.apply_color(shape, RCC_COLOR) + prod_def = self.file.createIfcProductDefinitionShape(None, None, [shape]) + + # Create the individual IFC element + elem_name = f"{item.ifc_name} {'Left' if cfg['mirror'] else 'Right'}" if len(configs) > 1 else item.ifc_name + elem = elem_type(create_ifc_guid(), self._owner_history, Name=elem_name, + ObjectPlacement=self.file.createIfcLocalPlacement(self.storey.ObjectPlacement, place), + Representation=prod_def) + self.bind_element_to_storey(elem) + self.metadata.map_barrier(elem, cad_context, elem_name) - # 3. Scaling and Transformation - pts_2d_m = [(x * s, y * s) for x, y in pts_2d] + def _process_metallic_railing(item, geo): + """Generates the multi-component assembly for steel railings.""" + import math + s = 0.001 + deck_top = shared["deck_top_m"] + span_l = item.span + + rail_h = geo.get("height", 1100.0) + base_h = 100.0 + base_w = 375.0 + post_size = 150.0 + post_spacing = 1000.0 + rail_size = 40.0 + + all_solids = [] + + # 1. CREATE CONTINUOUS BASE + # Base is centered at item.y_offset. Profile is in global YZ (local XY). + # Local X: [-base_w/2, base_w/2], Local Y: [0, base_h] + base_pts_m = [(-base_w*s/2, 0), (base_w*s/2, 0), (base_w*s/2, base_h*s), (-base_w*s/2, base_h*s)] + base_prof = self.mapper.create_polygonal_profile(base_pts_m, f"Railing_Base_Profile_{item.ifc_name}") x_start = item.y_offset * math.tan(math.radians(item.skew)) if hasattr(item, 'skew') else 0 - deck_top = shared["deck_top_m"] + # Origin at deck top, extrudes along X + place_base = self.mapper.create_axis2placement_3d([x_start * s, item.y_offset * s, deck_top], z_dir=[1,0,0], x_dir=[0,1,0]) + all_solids.append(self.mapper.create_extruded_solid(base_prof, span_l * s, place_base)) + + # 2. CREATE POSTS + post_h = rail_h - base_h + # Post profile in XY plane (global XY) extruding UP (Z) + post_prof = self.mapper.create_rectangular_profile(post_size * s, post_size * s) - y_origin = item.y_offset * s - (bottom_w * s / 2.0) - scaled_origin = [x_start * s, y_origin, deck_top] + # Match builder.py spacing logic + eff_l = span_l - post_size + num_spaces = max(1, int(eff_l / post_spacing)) if eff_l > 0 else 1 + actual_spacing = eff_l / num_spaces if eff_l > 0 else 0 - prof = self.mapper.create_polygonal_profile(pts_2d_m, "BarrierProfile") - place = self.mapper.create_axis2placement_3d(scaled_origin, z_dir=[1,0,0], x_dir=[0,1,0]) - local_identity = self.mapper.create_axis2placement_3d((0,0,0), z_dir=(0,0,1), x_dir=(1,0,0)) - solid = self.mapper.create_extruded_solid(prof, item.span * s, local_identity) + for i in range(num_spaces + 1): + x_p = i * actual_spacing + # Calculate x shift due to skew at this Y + x_off_skew = item.y_offset * math.tan(math.radians(item.skew)) if hasattr(item, 'skew') else 0 + post_origin = [(x_p + x_off_skew) * s, item.y_offset * s, deck_top + base_h * s] + place_post = self.mapper.create_axis2placement_3d(post_origin, z_dir=[0,0,1], x_dir=[1,0,0]) + all_solids.append(self.mapper.create_extruded_solid(post_prof, post_h * s, place_post)) + + # 3. CREATE CONTINUOUS RAILS + rail_prof = self.mapper.create_rectangular_profile(rail_size * s, rail_size * s) - shape = self.file.createIfcShapeRepresentation(self.mapper._context3d, "Body", "SweptSolid", [solid]) - prod_def = self.file.createIfcProductDefinitionShape(None, None, [shape]) - # Map Median to IfcWall if it's high, otherwise IfcBuildingElementProxy - elem_type = self.file.createIfcWall if item._class_name == "BarrierSweep" else self.file.createIfcBuildingElementProxy - elem = elem_type(create_ifc_guid(), self._owner_history, Name=item.ifc_name, ObjectPlacement=self.file.createIfcLocalPlacement(self.storey.ObjectPlacement, place), Representation=prod_def) - self.bind_element_to_storey(elem) + # Top Rail (positioned near top) + top_rail_z = deck_top + (rail_h - 2 * rail_size) * s + place_top = self.mapper.create_axis2placement_3d([x_start * s, item.y_offset * s, top_rail_z], z_dir=[1,0,0], x_dir=[0,1,0]) + all_solids.append(self.mapper.create_extruded_solid(rail_prof, span_l * s, place_top)) + + # Mid Rail + mid_rail_z = deck_top + (base_h + post_h * 0.5) * s + place_mid = self.mapper.create_axis2placement_3d([x_start * s, item.y_offset * s, mid_rail_z], z_dir=[1,0,0], x_dir=[0,1,0]) + all_solids.append(self.mapper.create_extruded_solid(rail_prof, span_l * s, place_mid)) + + _finalize_metallic_assembly(item, all_solids) def _process_railing(item): geo = getattr(item, 'geo', {}) @@ -216,20 +521,76 @@ def _process_railing(item): rail_w = geo.get("width", 375) rail_h = geo.get("height", 1100) - prof = self.mapper.create_rectangular_profile(rail_w * s, rail_h * s) - - x_start = item.y_offset * math.tan(math.radians(item.skew)) if hasattr(item, 'skew') else 0 - deck_top = shared["deck_top_m"] - scaled_origin = [x_start * s, item.y_offset * s, deck_top + rail_h * s / 2.0] - place = self.mapper.create_axis2placement_3d(scaled_origin, z_dir=[1,0,0], x_dir=[0,1,0]) - local_identity = self.mapper.create_axis2placement_3d((0,0,0), z_dir=(0,0,1), x_dir=(1,0,0)) - solid = self.mapper.create_extruded_solid(prof, item.span * s, local_identity) - - shape = self.file.createIfcShapeRepresentation(self.mapper._context3d, "Body", "SweptSolid", [solid]) - prod_def = self.file.createIfcProductDefinitionShape(None, None, [shape]) - elem = self.file.createIfcRailing(create_ifc_guid(), self._owner_history, Name=item.ifc_name, ObjectPlacement=self.file.createIfcLocalPlacement(self.storey.ObjectPlacement, place), Representation=prod_def) - self.bind_element_to_storey(elem) + if geo.get("type") == "rcc": + # Match Osdag's hollow passage logic from builder.py + base_h = 100 + body_h = rail_h - base_h + rail_count = 3 + + # Profile is in local XY plane (global YZ) + # X maps to width (Y global), Y maps to height (Z global) + # Profile is centered at 0 in both axes + + # Outer rectangle points + w2, h2 = rail_w / 2.0, rail_h / 2.0 + outer_pts = [(-w2, -h2), (w2, -h2), (w2, h2), (-w2, h2)] + + # Hollow passages (voids) + inner_voids = [] + hole_w = 0.6 * rail_w + hole_h = 0.5 * (body_h / rail_count) + spacing = body_h / (rail_count + 1) + + for i in range(rail_count): + z_center_rel = base_h + (i + 1) * spacing + y_center = z_center_rel - h2 # Local Y is global Z + + hw2, hh2 = hole_w / 2.0, hole_h / 2.0 + void_pts = [ + (-hw2, y_center - hh2), + (hw2, y_center - hh2), + (hw2, y_center + hh2), + (-hw2, y_center + hh2) + ] + # Convert to scaled meters + inner_voids.append([(p[0] * s, p[1] * s) for p in void_pts]) + + # Scale outer points + outer_pts_m = [(p[0] * s, p[1] * s) for p in outer_pts] + prof = self.mapper.create_polygonal_profile_with_voids(outer_pts_m, inner_voids, "RailingWithPassages") + + x_start = item.y_offset * math.tan(math.radians(item.skew)) if hasattr(item, 'skew') else 0 + deck_top = shared["deck_top_m"] + + scaled_origin = [x_start * s, item.y_offset * s, deck_top + rail_h * s / 2.0] + place = self.mapper.create_axis2placement_3d(scaled_origin, z_dir=[1,0,0], x_dir=[0,1,0]) + local_identity = self.mapper.create_axis2placement_3d((0,0,0), z_dir=(0,0,1), x_dir=(1,0,0)) + solid = self.mapper.create_extruded_solid(prof, item.span * s, local_identity) + + shape = self.file.createIfcShapeRepresentation(self.mapper._context3d, "Body", "SweptSolid", [solid]) + self.mapper.apply_color(shape, RCC_COLOR) + prod_def = self.file.createIfcProductDefinitionShape(None, None, [shape]) + elem = self.file.createIfcRailing(create_ifc_guid(), self._owner_history, Name=item.ifc_name, ObjectPlacement=self.file.createIfcLocalPlacement(self.storey.ObjectPlacement, place), Representation=prod_def) + self.bind_element_to_storey(elem) + self.metadata.map_barrier(elem, cad_context, item.ifc_name) + elif geo.get("type") == "steel": + _process_metallic_railing(item, geo) + else: + # Fallback for simple rectangular railing + prof = self.mapper.create_rectangular_profile(rail_w * s, rail_h * s) + x_start = item.y_offset * math.tan(math.radians(item.skew)) if hasattr(item, 'skew') else 0 + deck_top = shared["deck_top_m"] + scaled_origin = [x_start * s, item.y_offset * s, deck_top + rail_h * s / 2.0] + place = self.mapper.create_axis2placement_3d(scaled_origin, z_dir=[1,0,0], x_dir=[0,1,0]) + local_identity = self.mapper.create_axis2placement_3d((0,0,0), z_dir=(0,0,1), x_dir=(1,0,0)) + solid = self.mapper.create_extruded_solid(prof, item.span * s, local_identity) + shape = self.file.createIfcShapeRepresentation(self.mapper._context3d, "Body", "SweptSolid", [solid]) + self.mapper.apply_color(shape, RCC_COLOR) + prod_def = self.file.createIfcProductDefinitionShape(None, None, [shape]) + elem = self.file.createIfcRailing(create_ifc_guid(), self._owner_history, Name=item.ifc_name, ObjectPlacement=self.file.createIfcLocalPlacement(self.storey.ObjectPlacement, place), Representation=prod_def) + self.bind_element_to_storey(elem) + self.metadata.map_barrier(elem, cad_context, item.ifc_name) # Iterate over extraction dictionary explicitly for key in ["girders", "stiffeners"]: diff --git a/src/osdagbridge/core/ifc_export_bridge/export_ifc_handler.py b/src/osdagbridge/core/ifc_export_bridge/export_ifc_handler.py index b88dfc1d0..17fc0d8ba 100644 --- a/src/osdagbridge/core/ifc_export_bridge/export_ifc_handler.py +++ b/src/osdagbridge/core/ifc_export_bridge/export_ifc_handler.py @@ -19,13 +19,11 @@ def __init__(self, cad_generator, filepath, completion_callback=None): def export(self): """Extracts and Maps synchronously.""" try: - print("Starting Data Bridging Extraction...") extractor = PlateGirderIFCExtractor(self.cad_generator) extracted_dict = extractor.extract() - print("Beginning Geometric Translation and IFC Schema Construction...") generator = BridgeIfcGenerator(self.filepath) - generator.generate_from_extracted_data(extracted_dict) + generator.generate_from_extracted_data(extracted_dict, self.cad_generator) if self.callback: self.callback(True, f"Model successfully exported to {self.filepath}") diff --git a/src/osdagbridge/core/ifc_export_bridge/metadata_mapper.py b/src/osdagbridge/core/ifc_export_bridge/metadata_mapper.py new file mode 100644 index 000000000..fecbe08bf --- /dev/null +++ b/src/osdagbridge/core/ifc_export_bridge/metadata_mapper.py @@ -0,0 +1,279 @@ +""" +Metadata Mapper for IFC Export + +This module handles mapping custom metadata properties to IFC elements. +""" +import uuid +import ifcopenshell +import sqlite3 +from pathlib import Path + +_DB_PATH = Path(__file__).resolve().parents[1] / "data" / "ResourceFiles" / "Intg_osdag.sqlite" + +def create_ifc_guid(): + return ifcopenshell.guid.compress(uuid.uuid4().hex) + +class BridgeMetadataMapper: + def __init__(self, file, mapper): + self.file = file + self.mapper = mapper + self._steel_cache = {} + self._concrete_cache = {} + + def _to_meters(self, value): + """Safely converts mm to meters, handling None values.""" + if value is None: + return None + try: + return float(value) / 1000.0 + except (TypeError, ValueError): + return None + + def _lookup_material_properties(self, grade: str, is_steel: bool) -> dict: + """Fetches material properties from Intg_osdag.sqlite database.""" + if not grade or not _DB_PATH.exists(): + return {} + + cache = self._steel_cache if is_steel else self._concrete_cache + if grade in cache: + return cache[grade] + + table = 'Steel_Grade_Properties' if is_steel else 'Concrete_Grade_Properties' + props = {} + + try: + con = sqlite3.connect(_DB_PATH) + con.row_factory = sqlite3.Row + cur = con.cursor() + cur.execute(f'SELECT * FROM {table} WHERE "Grade" = ?', (grade,)) + row = cur.fetchone() + con.close() + + if row: + if is_steel: + props["YieldStrength_MPa"] = float(row["Yield Strength"]) + props["UltimateTensileStrength_MPa"] = float(row["Ultimate Tensile Strength"]) + props["ModulusOfElasticity_GPa"] = float(row["Modulus of Elasticity"]) + props["PoissonsRatio"] = float(row["Poisson's Ratio"]) + props["Density_N_m3"] = float(row["Density"]) + else: + props["fck_MPa"] = float(row["fck"]) + props["fctm_MPa"] = float(row["fctm"]) + props["Ecm_GPa"] = float(row["Ecm"]) + + cache[grade] = props + return props + except Exception as e: + print(f"Error extracting DB properties for {grade}: {e}") + return {} + + def assign_metadata(self, element, properties, property_set_name="Pset_OsdagBridgeProperties"): + ifc_props = [] + owner_history = getattr(self.mapper, '_owner_history', None) + + for key, value in properties.items(): + if value is None: + continue + + val_type = "IfcLabel" + if isinstance(value, bool): + val_type = "IfcBoolean" + elif isinstance(value, float): + val_type = "IfcReal" + elif isinstance(value, int): + val_type = "IfcInteger" + else: + value = str(value) + + try: + ifc_val = self.file.create_entity(val_type, value) + prop = self.file.createIfcPropertySingleValue(key, None, ifc_val, None) + ifc_props.append(prop) + except Exception as e: + pass + + if not ifc_props: + return + + pset = self.file.createIfcPropertySet( + create_ifc_guid(), + owner_history, + property_set_name, + None, + ifc_props + ) + + self.file.createIfcRelDefinesByProperties( + create_ifc_guid(), + owner_history, + None, + None, + [element], + pset + ) + + def map_girder(self, element, cad, ifc_name): + if not cad: return + steel_grade = getattr(cad, "steel_grade", "E 250A") + props = { + "Material": steel_grade, + "SpanLength": self._to_meters(getattr(cad, "span_length_L", 0)), + "GirderSpacing": self._to_meters(getattr(cad, "girder_spacing", 0)) + } + + # Merge DB properties + db_props = self._lookup_material_properties(steel_grade, is_steel=True) + props.update(db_props) + + if "Web" in ifc_name: + props["ComponentRole"] = "Girder Web" + props["Depth"] = self._to_meters(cad.girder_section_d) + props["Thickness"] = self._to_meters(cad.girder_section_tw) + elif "TopFlange" in ifc_name: + props["ComponentRole"] = "Girder Top Flange" + props["Width"] = self._to_meters(cad.girder_section_bf) + props["Thickness"] = self._to_meters(cad.girder_section_tf) + elif "BottomFlange" in ifc_name: + props["ComponentRole"] = "Girder Bottom Flange" + props["Width"] = self._to_meters(cad.girder_section_bf_b) + props["Thickness"] = self._to_meters(cad.girder_section_tf_b) + else: + props["ComponentRole"] = "Main Girder" + + self.assign_metadata(element, props) + + def map_deck_slab(self, element, cad): + if not cad: return + concrete_grade = getattr(cad, "concrete_grade", "M30") + props = { + "ComponentRole": "Deck Slab", + "DeckThickness": self._to_meters(getattr(cad, "deck_thickness", 0)), + "CarriagewayWidth": self._to_meters(getattr(cad, "carriageway_width", 0)), + "SpanLength": self._to_meters(getattr(cad, "span_length_L", 0)), + "SkewAngle": getattr(cad, "skew_angle", 0), + "Material": concrete_grade + } + + # Merge DB properties + db_props = self._lookup_material_properties(concrete_grade, is_steel=False) + props.update(db_props) + + self.assign_metadata(element, props) + + def map_stiffener(self, element, cad, ifc_name): + if not cad: return + props = {} + if "Intermediate" in ifc_name: + props = { + "ComponentRole": "Intermediate Stiffener", + "Thickness": self._to_meters(cad.intermediate_stiffener_thickness), + "Spacing": self._to_meters(cad.intermediate_stiffener_spacing), + "Outstand": self._to_meters(getattr(cad, "intermediate_stiffener_outstand", None)) + } + elif "End" in ifc_name: + props = { + "ComponentRole": "End Stiffener", + "Thickness": self._to_meters(cad.end_stiffener_thickness), + "Outstand": self._to_meters(getattr(cad, "end_stiffener_outstand", None)) + } + elif "Longitudinal" in ifc_name: + props = { + "ComponentRole": "Longitudinal Stiffener", + "Thickness": self._to_meters(cad.longitudinal_stiffener_thickness), + "Outstand": self._to_meters(getattr(cad, "longitudinal_stiffener_outstand", None)) + } + + if props: + steel_grade = getattr(cad, "steel_grade", "E 250A") + props["Material"] = steel_grade + db_props = self._lookup_material_properties(steel_grade, is_steel=True) + props.update(db_props) + self.assign_metadata(element, props) + + def map_brace(self, element, cad, item): + if not cad: return + + props = {} + is_end_diaphragm = "EndDiaphragm" in item.ifc_name + + sys_name = "End Diaphragm" if is_end_diaphragm else "Intermediate Bracing" + prefix = "end_diaphragm_" if is_end_diaphragm else "" + + if "TopChord" in item.ifc_name: + c_prefix = prefix + "top_chord" if is_end_diaphragm else "top_chord" + props = { + "ComponentRole": f"{sys_name} Top Chord", + "ProfileType": getattr(cad, f"{c_prefix}_section_type", ""), + "ProfileThickness": self._to_meters(getattr(cad, f"{c_prefix}_thickness", None)), + "StructuralSystem": sys_name + } + elif "BottomChord" in item.ifc_name: + c_prefix = prefix + "bottom_chord" if is_end_diaphragm else "bottom_chord" + props = { + "ComponentRole": f"{sys_name} Bottom Chord", + "ProfileType": getattr(cad, f"{c_prefix}_section_type", ""), + "ProfileThickness": self._to_meters(getattr(cad, f"{c_prefix}_thickness", None)), + "StructuralSystem": sys_name + } + elif "Diagonal" in item.ifc_name: + c_prefix = prefix + "diagonal" if is_end_diaphragm else "diagonal" + bracing_pattern = cad.end_diaphragm_bracing_type if is_end_diaphragm else cad.bracing_type + props = { + "ComponentRole": f"{sys_name} Diagonal", + "BracingPattern": bracing_pattern, + "ProfileType": getattr(cad, f"{c_prefix}_section_type", ""), + "ProfileThickness": self._to_meters(getattr(cad, f"{c_prefix}_thickness", None)), + "StructuralSystem": sys_name + } + + # Dynamically map the unpacked dimensions based on the shape type + if hasattr(item, 'dims') and isinstance(item.dims, dict): + if props.get("ProfileType") in ["ANGLE", "DOUBLE_ANGLE"]: + props["ProfileDepth_or_LegHeight"] = self._to_meters(item.dims.get("leg_h")) + props["ProfileWidth_or_LegWidth"] = self._to_meters(item.dims.get("leg_w")) + if "connection_type" in item.dims: + props["ConnectionType"] = item.dims.get("connection_type") + else: + props["ProfileDepth_or_LegHeight"] = self._to_meters(item.dims.get("depth")) + props["ProfileWidth_or_LegWidth"] = self._to_meters(item.dims.get("flange_width")) + if "web_thickness" in item.dims: + props["WebThickness"] = self._to_meters(item.dims.get("web_thickness")) + if "flange_thickness" in item.dims: + props["FlangeThickness"] = self._to_meters(item.dims.get("flange_thickness")) + if "connection_type" in item.dims: + props["ConnectionType"] = item.dims.get("connection_type") + + if props: + steel_grade = getattr(cad, "steel_grade", "E 250A") + props["Material"] = steel_grade + db_props = self._lookup_material_properties(steel_grade, is_steel=True) + props.update(db_props) + self.assign_metadata(element, props) + + def map_barrier(self, element, cad, ifc_name): + if not cad: return + props = {} + if "CrashBarrier" in ifc_name: + props = { + "ComponentRole": "Crash Barrier", + "Standard": cad.barrier_type, + "SubType": cad.crash_barrier_subtype + } + elif "Median" in ifc_name: + props = { + "ComponentRole": "Median", + "Standard": cad.median_type, + } + elif "Railing" in ifc_name: + props = { + "ComponentRole": "Railing", + "Standard": cad.railing_type, + } + if cad.railing_type.lower() == "steel": + props["RailCount"] = getattr(cad, "rail_count", 0) + props["PostSpacing"] = 2.0 + else: + props["RailingStyle"] = "Continuous" + + if props: + self.assign_metadata(element, props) diff --git a/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py b/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py index a216be49e..2af68d68a 100644 --- a/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py +++ b/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py @@ -1,4 +1,4 @@ -""" +""" Additional Inputs Widget for Highway Bridge Design Provides detailed input fields for manual bridge parameter definition """ diff --git a/src/osdagbridge/desktop/ui/docks/input_dock.py b/src/osdagbridge/desktop/ui/docks/input_dock.py index 98b6927b7..dcc38c326 100644 --- a/src/osdagbridge/desktop/ui/docks/input_dock.py +++ b/src/osdagbridge/desktop/ui/docks/input_dock.py @@ -742,9 +742,21 @@ def _open_additional_inputs(self, target_tab=None): def _on_additional_inputs_closed(self): try: + # Capture the raw serialized state for dialog restoration saved = self.additional_inputs.get_saved_data() if isinstance(saved, dict) and saved: self._additional_inputs_saved_data = saved + + # Capture the flattened/processed values for CAD mapping and IFC export + # This ensures keys like 'median_type' are populated even if the dialog + # was closed via 'Save' (which doesn't trigger the Accepted signal). + vals = self.additional_inputs.get_all_values() + if isinstance(vals, dict) and vals: + if not self.additional_input_values: + self.additional_input_values = {} + self.additional_input_values.update(vals) + # Notify template page that inputs have changed to refresh 2D CAD + self.input_value_changed.emit() except Exception: pass self.additional_inputs = None diff --git a/src/osdagbridge/desktop/ui/template_page.py b/src/osdagbridge/desktop/ui/template_page.py index 5220a9cf5..b8f51c605 100644 --- a/src/osdagbridge/desktop/ui/template_page.py +++ b/src/osdagbridge/desktop/ui/template_page.py @@ -23,10 +23,15 @@ class CustomWindow(QWidget): + export_finished = Signal(bool, str) + def __init__(self, title: str, backend: object, parent=None): super().__init__() self.parent = parent self.backend = backend() + + # Connect export signal to main-thread handler + self.export_finished.connect(self.on_export_finished) # Source for all input values. # Initialised from DEFAULTS_DICT; updated live as the user edits fields. @@ -104,6 +109,14 @@ def __init__(self, title: str, backend: object, parent=None): self.cad_state = {} self.init_ui() + + def on_export_finished(self, success, msg): + """Main-thread handler for export results.""" + from PySide6.QtWidgets import QMessageBox + if success: + QMessageBox.information(self, "Export Complete", msg) + else: + QMessageBox.critical(self, "Export Failed", msg) def init_ui(self): # Docking icons Parent class @@ -357,7 +370,7 @@ def validate_required_inputs(self): if empty_widgets: for widget, label in empty_widgets: # Collecting label name to show in popup message - message += f" - {label.replace('\n', ' ')}\n" # Replace \n with space for better readability + message += " - " + label.replace('\n', ' ') + "\n" # Replace \n with space for better readability # Highlight widget with red color widget.setProperty("error", True) widget.style().unpolish(widget) @@ -925,12 +938,6 @@ def create_menu_bar_items(self): save_cad_action.setShortcut(QKeySequence("Alt+I")) file_menu.addAction(save_cad_action) - export_ifc_action = QAction("Export IFC", self) - export_ifc_action.setShortcut(QKeySequence("Ctrl+E")) - file_menu.addAction(export_ifc_action) - - file_menu.addSeparator() - export_ifc_action = QAction("Export IFC", self) export_ifc_action.setShortcut(QKeySequence("Ctrl+E")) file_menu.addAction(export_ifc_action) @@ -942,114 +949,6 @@ def create_menu_bar_items(self): quit_action.setShortcut(QKeySequence("Shift+Q")) file_menu.addAction(quit_action) - def trigger_ifc_export(self): - from PySide6.QtWidgets import QFileDialog, QMessageBox - from osdagbridge.core.ifc_export_bridge.export_ifc_handler import PlateGirderIfcExportHandler - - # Bypass strict type check as CustomWindow instantiates FrontendData - file_path, _ = QFileDialog.getSaveFileName(self, "Export IFC Model", "PlateGirderBridge.ifc", "IFC Files (*.ifc)") - if not file_path: return - - # Map Live UI State to our standalone Exporter - class MockCAD: pass - cad = MockCAD() - inputs = self.cad_state - - # Layout & Main Dimensions - cad.span_length_L = float(inputs.get(KEY_SPAN, 25)) * 1000 - cad.num_girders = int(float(inputs.get(KEY_NO_OF_GIRDERS, 4))) - cad.girder_spacing = float(inputs.get(KEY_GIRDER_SPACING, 2.75)) * 1000 - cad.skew_angle = float(inputs.get(KEY_SKEW_ANGLE, 0)) - cad.carriageway_width = float(inputs.get(KEY_CARRIAGEWAY_WIDTH, 12)) * 1000 - cad.deck_thickness = float(inputs.get(KEY_DECK_THICKNESS, 0.4)) * 1000 - - # Girder Variables - cad.girder_section_d = float(inputs.get(KEY_GIRDER_DEPTH, 900)) - cad.girder_section_tw = float(inputs.get(KEY_GIRDER_WEB_THICKNESS, 100)) - cad.girder_section_bf = float(inputs.get(KEY_GIRDER_TOP_FLANGE_WIDTH, 500)) - cad.girder_section_tf = float(inputs.get(KEY_GIRDER_TOP_FLANGE_THICKNESS, 260)) - cad.girder_section_bf_b = float(inputs.get(KEY_GIRDER_BOTTOM_FLANGE_WIDTH, 500)) - # Default symmetric - cad.girder_section_tf_b = float(inputs.get(KEY_GIRDER_TOP_FLANGE_THICKNESS, 260)) - - # Footpaths & Median - footpath_val = inputs.get(KEY_FOOTPATH, "None") - if footpath_val == "Single Side": cad.footpath_config = "LEFT" - elif footpath_val == "Both Sides": cad.footpath_config = "BOTH" - else: cad.footpath_config = "NONE" - - cad.footpath_width = float(inputs.get(KEY_FOOTPATH_WIDTH, 1.5)) * 1000 - cad.railing_width = float(inputs.get(KEY_RAILING_WIDTH, 0.3)) * 1000 - cad.enable_median = inputs.get(KEY_INCLUDE_MEDIAN, False) - - # Standard Parametric Defaults to populate Bracing loops - cad.barrier_type = inputs.get("crash_barrier_type", "Rigid") - cad.crash_barrier_subtype = "IRC-5R" - cad.median_type = inputs.get("median_type", "Metallic Crash Barrier") - cad.rail_count = 3 - cad.railing_type = inputs.get("railing_type", "rcc") - - # Stiffener toggles - cad.include_intermediate_stiffeners = True - cad.intermediate_stiffener_spacing = 2000 - cad.intermediate_stiffener_thickness = 20 - cad.intermediate_stiffener_outstand = None - cad.num_end_stiffener_pairs = 4 - cad.end_stiffener_thickness = 30 - cad.end_stiffener_outstand = None - cad.include_longitudinal_stiffeners = True - cad.num_longitudinal_stiffeners = 2 - cad.longitudinal_stiffener_thickness = 20 - cad.longitudinal_stiffener_outstand = None - - # Cross Bracing Config - cad.cross_bracing_spacing = 4000 - cad.bracing_type = "X" - cad.x_bracket_option = "BOTH" - cad.k_top_bracket = True - cad.diagonal_section_type = "ANGLE" - cad.diagonal_section_dims = {"leg_h": 100, "leg_w": 50, "connection_type": "LONGER_LEG"} - cad.diagonal_thickness = 5 - cad.top_chord_section_type = "DOUBLE_CHANNEL" - cad.top_chord_section_dims = {"depth": 100, "flange_width": 50, "web_thickness":5, "flange_thickness":5} - cad.top_chord_thickness = 5 - cad.bottom_chord_section_type = "I_SECTION" - cad.bottom_chord_section_dims = {"depth": 100, "flange_width": 50, "web_thickness":5, "flange_thickness":5} - cad.bottom_chord_thickness = 5 - - # Diaphragm Default Config - cad.end_diaphragm_type = "Cross Bracing" - cad.end_diaphragm_spacing = 100 - cad.end_diaphragm_bracing_type = "K" - cad.end_diaphragm_diagonal_section_type = "ANGLE" - cad.end_diaphragm_diagonal_section_dims = {"leg_h": 100} - cad.end_diaphragm_diagonal_thickness = 5 - cad.end_diaphragm_top_chord_section_type = "CHANNEL" - cad.end_diaphragm_top_chord_section_dims = {} - cad.end_diaphragm_top_chord_thickness = 5 - cad.end_diaphragm_bottom_chord_section_type = "DOUBLE_ANGLE" - cad.end_diaphragm_bottom_chord_section_dims = {"connection_type": "SHORTER_LEG"} - cad.end_diaphragm_bottom_chord_thickness = 5 - - def completion_callback(success, msg): - if success: - QMessageBox.information(self, "Export Complete", msg) - else: - QMessageBox.critical(self, "Export Failed", msg) - - # Fire - handler = PlateGirderIfcExportHandler(cad, file_path, completion_callback) - handler.export_async() - - # Edit Menus - edit_menu = self.menu_bar.addMenu("Edit") - - design_prefs_action = QAction("Additional Inputs", self) - design_prefs_action.setShortcut(QKeySequence("Alt+P")) - edit_menu.addAction(design_prefs_action) - design_prefs_action.triggered.connect(lambda _: print("Open Additional Input")) - - graphics_menu = self.menu_bar.addMenu("Graphics") zoom_in_action = QAction("Zoom In", self) zoom_in_action.setShortcut(QKeySequence("Ctrl+I")) @@ -1134,6 +1033,128 @@ def completion_callback(success, msg): check_update_action = QAction("Check For Update", self) help_menu.addAction(check_update_action) + + def trigger_ifc_export(self): + from PySide6.QtWidgets import QFileDialog, QMessageBox + from osdagbridge.core.ifc_export_bridge.export_ifc_handler import PlateGirderIfcExportHandler + + # Bypass strict type check as CustomWindow instantiates FrontendData + file_path, _ = QFileDialog.getSaveFileName(self, "Export IFC Model", "PlateGirderBridge.ifc", "IFC Files (*.ifc)") + if not file_path: return + # Map Live UI State to our standalone Exporter + class MockCAD: pass + cad = MockCAD() + inputs = self.cad_state + cad.steel_grade = str(inputs.get(KEY_GIRDER, "E 250A")).strip() + cad.concrete_grade = str(inputs.get(KEY_DECK_CONCRETE_GRADE_BASIC, "M30")).strip() + + # --- Merge additional-inputs values (crash barrier, median, railing) -- + _additional = {} + if self.input_dock: + ai_vals = getattr(self.input_dock, "additional_input_values", None) or {} + saved_data = getattr(self.input_dock, "_additional_inputs_saved_data", None) or {} + # Merge both: saved_data is base, ai_vals overrides (it's more explicit) + _additional = {**saved_data, **ai_vals} + inputs = {**inputs, **_additional} # additional values override cad_state + + # Layout & Main Dimensions + cad.span_length_L = float(inputs.get(KEY_SPAN, 25)) * 1000 + cad.num_girders = int(float(inputs.get(KEY_NO_OF_GIRDERS, 4))) + cad.girder_spacing = float(inputs.get(KEY_GIRDER_SPACING, 2.75)) * 1000 + cad.skew_angle = float(inputs.get(KEY_SKEW_ANGLE, 0)) + cad.carriageway_width = float(inputs.get(KEY_CARRIAGEWAY_WIDTH, 12)) * 1000 + # Deck Thickness handling + _dt = float(inputs.get(KEY_DECK_THICKNESS, 400)) + cad.deck_thickness = _dt if _dt > 5 else _dt * 1000 + + # Girder Variables + cad.girder_section_d = float(inputs.get(KEY_GIRDER_DEPTH, 900)) + cad.girder_section_tw = float(inputs.get(KEY_GIRDER_WEB_THICKNESS, 100)) + cad.girder_section_bf = float(inputs.get(KEY_GIRDER_TOP_FLANGE_WIDTH, 500)) + cad.girder_section_tf = float(inputs.get(KEY_GIRDER_TOP_FLANGE_THICKNESS, 260)) + cad.girder_section_bf_b = float(inputs.get(KEY_GIRDER_BOTTOM_FLANGE_WIDTH, 500)) + cad.girder_section_tf_b = float(inputs.get(KEY_GIRDER_TOP_FLANGE_THICKNESS, 260)) + + # Footpaths & Median + footpath_val = inputs.get(KEY_FOOTPATH, "None") + if footpath_val == "Single Side": cad.footpath_config = "LEFT" + elif footpath_val == "Both Sides": cad.footpath_config = "BOTH" + else: cad.footpath_config = "NONE" + + cad.footpath_width = float(inputs.get(KEY_FOOTPATH_WIDTH, 1.5)) * 1000 + cad.railing_width = float(inputs.get(KEY_RAILING_WIDTH, 0.3)) * 1000 + cad.enable_median = inputs.get(KEY_INCLUDE_MEDIAN, False) + + # Crash Barrier + _barrier_label = inputs.get("crash_barrier_type", "IRC 5 - RCC Crash Barrier") + cad.barrier_type = _barrier_label + if "High Containment" in _barrier_label: + cad.crash_barrier_subtype = "High Containment" + elif "Double W-Beam" in _barrier_label or "Double W-beam" in _barrier_label: + cad.crash_barrier_subtype = "Double W-beam" + elif "Single W-Beam" in _barrier_label or "Single W-beam" in _barrier_label: + cad.crash_barrier_subtype = "Single W-beam" + else: + cad.crash_barrier_subtype = "IRC-5R" + + # Median + cad.median_type = inputs.get("median_type", "IRC 5 - Raised Kerb") + + # Railing + _railing_raw = inputs.get("railing_type", "IRC 5 - RCC Railing") + if "steel" in str(_railing_raw).lower(): + cad.railing_type = "IRC 5 - Steel Railing" + else: + cad.railing_type = "IRC 5 - RCC Railing" + cad.rail_count = int(inputs.get("railing_rail_count", 3)) + + # Stiffeners & Bracing (defaults) + cad.include_intermediate_stiffeners = True + cad.intermediate_stiffener_spacing = 2000 + cad.intermediate_stiffener_thickness = 20 + cad.intermediate_stiffener_outstand = None + cad.num_end_stiffener_pairs = 4 + cad.end_stiffener_thickness = 30 + cad.end_stiffener_outstand = None + cad.include_longitudinal_stiffeners = True + cad.num_longitudinal_stiffeners = 2 + cad.longitudinal_stiffener_thickness = 20 + cad.longitudinal_stiffener_outstand = None + cad.cross_bracing_spacing = 4000 + cb_data = inputs.get("cross_bracing", {}) + _cb_type = str(cb_data.get("bracing_type", "X-Bracing")) + cad.bracing_type = "X" if "X" in _cb_type else "K" + cad.x_bracket_option = "BOTH" + cad.k_top_bracket = True + cad.diagonal_section_type = "ANGLE" + cad.diagonal_section_dims = {"leg_h": 100, "leg_w": 50, "connection_type": "LONGER_LEG"} + cad.diagonal_thickness = 5 + cad.top_chord_section_type = "DOUBLE_CHANNEL" + cad.top_chord_section_dims = {"depth": 100, "flange_width": 50, "web_thickness":5, "flange_thickness":5} + cad.top_chord_thickness = 5 + cad.bottom_chord_section_type = "I_SECTION" + cad.bottom_chord_section_dims = {"depth": 100, "flange_width": 50, "web_thickness":5, "flange_thickness":5} + cad.bottom_chord_thickness = 5 + cad.end_diaphragm_type = "Cross Bracing" + cad.end_diaphragm_spacing = 100 + ed_data = inputs.get("end_diaphragm", {}) + _ed_type = str(ed_data.get("bracing_type", "K-Bracing")) + cad.end_diaphragm_bracing_type = "K" if "K" in _ed_type else "X" + cad.end_diaphragm_diagonal_section_type = "ANGLE" + cad.end_diaphragm_diagonal_section_dims = {"leg_h": 100} + cad.end_diaphragm_diagonal_thickness = 5 + cad.end_diaphragm_top_chord_section_type = "CHANNEL" + cad.end_diaphragm_top_chord_section_dims = {} + cad.end_diaphragm_top_chord_thickness = 5 + cad.end_diaphragm_bottom_chord_section_type = "DOUBLE_ANGLE" + cad.end_diaphragm_bottom_chord_section_dims = {"connection_type": "SHORTER_LEG"} + cad.end_diaphragm_bottom_chord_thickness = 5 + + def completion_callback(success, msg): + self.export_finished.emit(success, msg) + + handler = PlateGirderIfcExportHandler(cad, file_path, completion_callback) + handler.export_async() class InputDockIndicator(QWidget): From fa706872343d30b53d5f697f1158c44eac305686 Mon Sep 17 00:00:00 2001 From: kavish1919 Date: Mon, 11 May 2026 21:31:15 +0530 Subject: [PATCH 220/225] Add material database to repository for metadata extraction --- .gitignore | 1 + .../core/data/ResourceFiles/Intg_osdag.sqlite | Bin 0 -> 262144 bytes 2 files changed, 1 insertion(+) create mode 100644 src/osdagbridge/core/data/ResourceFiles/Intg_osdag.sqlite diff --git a/.gitignore b/.gitignore index 834cec667..eae51057e 100644 --- a/.gitignore +++ b/.gitignore @@ -253,6 +253,7 @@ src/osdag_map_cache/ *.db *.sqlite *.sqlite3 +!src/osdagbridge/core/data/ResourceFiles/Intg_osdag.sqlite # Project-specific ignores ospgrillage/ diff --git a/src/osdagbridge/core/data/ResourceFiles/Intg_osdag.sqlite b/src/osdagbridge/core/data/ResourceFiles/Intg_osdag.sqlite new file mode 100644 index 0000000000000000000000000000000000000000..0d14dea792fad71246707eac2dff355a70a48ca8 GIT binary patch literal 262144 zcmeEv34By%wfMbv_9dCDBq1RTNeO|nOlC4!AaG9t1VRFYutzORLkfigWof|{WvZ>M z^0dzdEo!aW*5%b!#pkmwE!tXJg=)3cR;#vE=_0n&?sW10ecw6fyE93!@P6<8|Nr-X zcYZJ@bLY(z9vThWOyN9T%C6umJrDR{lV!t+P-j@X*FdyxD6NE~>7 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z^~xan^Jw}^cUJCY=~=0k6rK;$WJH)*^7>1Ji(YGNo}n2!nD&07PveDJHR z7;}!$v1Yyk8^h-w!(0tR?zN(Ojt_mwTW{v-6;e(7NR+D9T@R?oSTG=$cb+ES&z6cy z?Kkf%-24v=-15PxIFTXEl#S?EGv9&LwHML%Cc?v`Zig{+SPVl$VCcuD9@E_g#s}!L z&iYWJ+Z`grmYIqhN^;-%6Dw43>#~Pti}L6b>LUqOD0ia|%C`1KBdH@U%#E@PYg$!-7Ao7M@1oV4O4emVTEd%kPmYf!#;biC+TKvfHvEpF|oh)IuKAm1S7A zIscc&W_e}nOFvffP|4i*>BWD;_5X7V&nft7L1F&+v47@&occ2*fhh@0NnlC>|7#?W ztV^Dt$-4B1l0N1Lz4y}ELlV=#iN|ERrUgC1^+Gz5w}q#22ku8il*JcBFC`7nY30Wp z*)D1!tM?D*M+Ura&{&=QonY~8N}izCdY1fQ7p;~dY5l0(^B9a}0mfMvvs7^9Kb7;a zVl4cp=rmFuv~p)IR`Wv1gK$0Y*5h{X$M6dC$`3K6~;B zwTN1jQ}QwkpZ}**O@l z%AB4$36S?u>wU(c)@jKS11}7KBeABph$G*pEr+eR^vD-^Tw}F_$f{n3Csl0pj3zy7 zX=9;N&0OG3pcI1aqGwfYI7|JK2X}p#T zMgEpH9v3!HAQbtU25hN9&W64XQ@{OD(vl*J?uC2XN#AhU3hC=J$GDvl#*bd^z#r%j zpOaGYXS@r{_(S(`wLA>xw#a!sTGK2eC*+@T z*KS3U8@gxJBJnbT{4*W~X8572xp+RtNAuUnd>X#T&bi~FlLnv-6^MywZ9PtMu6mY? z(ejZU*GX3By)`Xm48*@Y$FT|;_9w)nBO`cVgtbQn`i8Nx zj~$Ba)C`Jx$jFU!(or#9y-(`l1g-ZB(R7*Ch`zbdpEjh^ZZ8?ivoy(1q=(R}@~H9$ zIa{Orsp$8OF?uauL=9|Y?G;)D7U80qn7}TTYzU!Hm(bZq8>KH&uRxnG7O@XLXk|ee zcsr8(KzbIutm; Date: Wed, 13 May 2026 04:20:13 +0530 Subject: [PATCH 221/225] fix: IFC export schema compliance, DTO dims normalization, and backend delegation - Replace invalid flat IfcGeometricRepresentationContext setup with proper IFC4 hierarchy using one root 3D context and IfcGeometricRepresentationSubContext - Fix WR21 schema violation caused by CoordinateSpaceDimension=2 with IfcAxis2Placement3D - Add missing RepresentationContexts to IfcProject - Add _to_dims_dict() helper to normalize SectionDimsDTO / ISectionDimsDTO objects before storing in ExtractedObject - Fix Rolled Beam branch using d_dims.get('depth', 100) on ISectionDimsDTO - Remove hardcoded Windows-specific error log path causing secondary FileNotFoundError - Print IFC export errors to stdout instead of swallowing traceback - Add PlateGirderBridge.get_ifc_export_parameters(additional_inputs) - Delegate designed geometry extraction to get_3d_cad_parameters() - Override crash barrier, median, railing, and width values from additional_inputs - Replace duplicated 120-line MockCAD construction block in trigger_ifc_export with backend delegation - Fix incorrect flange key mappings in IFC export parameter construction --- .../plate_girder/plategirderbridge.py | 46 +++++++ .../bridge_cad_extraction.py | 16 ++- .../bridge_geometry_mapper.py | 25 ++-- .../ifc_export_bridge/bridge_ifc_generator.py | 7 +- .../ifc_export_bridge/export_ifc_handler.py | 3 +- src/osdagbridge/desktop/ui/template_page.py | 121 ++---------------- 6 files changed, 94 insertions(+), 124 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py index 46fd1814b..632659c9c 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py @@ -44,6 +44,8 @@ KEY_CARRIAGEWAY_WIDTH, KEY_INCLUDE_MEDIAN, KEY_FOOTPATH, + KEY_FOOTPATH_WIDTH, + KEY_RAILING_WIDTH, KEY_SKEW_ANGLE, KEY_DESIGN_MODE, KEY_GIRDER, @@ -938,6 +940,50 @@ def get_3d_cad_parameters(self) -> BridgeParametersDTO: girder_segments_dict={}, ) + def get_ifc_export_parameters(self, additional_inputs: dict | None = None) -> BridgeParametersDTO: + """ + Build a BridgeParametersDTO for IFC export. + + Identical to get_3d_cad_parameters() but overrides crash-barrier, + median, railing, footpath-width and railing-width fields from the + supplied additional_inputs dict (values from the Additional Inputs + dialog that are not part of the basic input set). + + Must be called after design() has fully run. + """ + params = self.get_3d_cad_parameters() + ai = additional_inputs or {} + + # --- Crash Barrier --- + barrier_label = str(ai.get("crash_barrier_type", params.barrier_type)) + params.barrier_type = barrier_label + if "High Containment" in barrier_label: + params.crash_barrier_subtype = "High Containment" + elif "Double W-Beam" in barrier_label or "Double W-beam" in barrier_label: + params.crash_barrier_subtype = "Double W-beam" + elif "Single W-Beam" in barrier_label or "Single W-beam" in barrier_label: + params.crash_barrier_subtype = "Single W-beam" + else: + params.crash_barrier_subtype = "IRC-5R" + + # --- Median --- + params.median_type = str(ai.get("median_type", params.median_type)) + + # --- Railing --- + railing_raw = str(ai.get("railing_type", params.railing_type)) + params.railing_type = ( + "IRC 5 - Steel Railing" if "steel" in railing_raw.lower() else "IRC 5 - RCC Railing" + ) + params.rail_count = int(ai.get("railing_rail_count", params.rail_count)) + + # --- Footpath / railing widths (additional input may override default) --- + if KEY_FOOTPATH_WIDTH in ai: + params.footpath_width = float(ai[KEY_FOOTPATH_WIDTH]) * 1000 + if KEY_RAILING_WIDTH in ai: + params.railing_width = float(ai[KEY_RAILING_WIDTH]) * 1000 + + return params + def build_graph_engine( self, figure, diff --git a/src/osdagbridge/core/ifc_export_bridge/bridge_cad_extraction.py b/src/osdagbridge/core/ifc_export_bridge/bridge_cad_extraction.py index e749af8d8..7910df4b5 100644 --- a/src/osdagbridge/core/ifc_export_bridge/bridge_cad_extraction.py +++ b/src/osdagbridge/core/ifc_export_bridge/bridge_cad_extraction.py @@ -1,6 +1,18 @@ import math +import dataclasses import numpy as np + +def _to_dims_dict(dims) -> dict: + """Normalize a section dims value to a plain dict regardless of its type.""" + if dims is None: + return {} + if isinstance(dims, dict): + return dims + if dataclasses.is_dataclass(dims): + return dataclasses.asdict(dims) + return vars(dims) if hasattr(dims, '__dict__') else {} + # Osdag Core Imports from osdagbridge.core.utils.codes.irc5_2015 import IRC5_2015 from osdagbridge.core.utils.common import ( @@ -268,7 +280,7 @@ def _extract_cross_bracings(self, n_girders, spacing): z_top = depth / 2 def add_member(p1, p2, thickness, sec_type, dims, roll, name): - braces.append(ExtractedObject("StructuralMember", p1=p1, p2=p2, T=thickness, sec_type=sec_type, dims=dims, roll=roll, ifc_name=name)) + braces.append(ExtractedObject("StructuralMember", p1=p1, p2=p2, T=thickness, sec_type=sec_type, dims=_to_dims_dict(dims), roll=roll, ifc_name=name)) def extract_bay(x, yL, yR, is_end, is_first): x_l = x + self._calculate_skew_offset(yL) @@ -304,7 +316,7 @@ def build_bracing(b_type, d_sec, d_dims, d_t, t_sec, t_dims, t_t, b_sec, b_dims, if self.cad.end_diaphragm_type == "Cross Bracing": build_bracing(self.cad.end_diaphragm_bracing_type, self.cad.end_diaphragm_diagonal_section_type, self.cad.end_diaphragm_diagonal_section_dims, self.cad.end_diaphragm_diagonal_thickness, self.cad.end_diaphragm_top_chord_section_type, self.cad.end_diaphragm_top_chord_section_dims, self.cad.end_diaphragm_top_chord_thickness, self.cad.end_diaphragm_bottom_chord_section_type, self.cad.end_diaphragm_bottom_chord_section_dims, self.cad.end_diaphragm_bottom_chord_thickness, self.cad.x_bracket_option, self.cad.k_top_bracket) else: # Rolled Beam / Welded Beam - d_dims = self.cad.end_diaphragm_dims + d_dims = _to_dims_dict(self.cad.end_diaphragm_dims) z_center = z_top - (d_dims.get("depth", 100) / 2) add_member([x_l_eff, yL, z_center], [x_r_eff, yR, z_center], 0, self.cad.end_diaphragm_section, d_dims, +1, "End Diaphragm") else: diff --git a/src/osdagbridge/core/ifc_export_bridge/bridge_geometry_mapper.py b/src/osdagbridge/core/ifc_export_bridge/bridge_geometry_mapper.py index 5d7bd3d2d..4014898c7 100644 --- a/src/osdagbridge/core/ifc_export_bridge/bridge_geometry_mapper.py +++ b/src/osdagbridge/core/ifc_export_bridge/bridge_geometry_mapper.py @@ -13,18 +13,19 @@ def create_ifc_guid(): class BridgeGeometryMapper: def __init__(self, ifc_file): self.file = ifc_file - self._context2d = self._get_or_create_context("Model", "Plan", "GeometricCurveSet") - self._context3d = self._get_or_create_context("Model", "Body", "SweptSolid") - - def _get_or_create_context(self, ctx_type, ctx_id, ctx_type_qualifier): - contexts = self.file.by_type("IfcGeometricRepresentationContext") - for ctx in contexts: - if ctx.ContextType == ctx_type and ctx.ContextIdentifier == ctx_id: - return ctx - # Create fallback contexts - return self.file.createIfcGeometricRepresentationContext( - ContextIdentifier=ctx_id, ContextType=ctx_type, CoordinateSpaceDimension=2 if ctx_type_qualifier == "GeometricCurveSet" else 3, - Precision=1e-5, WorldCoordinateSystem=self.file.createIfcAxis2Placement3D(self.file.createIfcCartesianPoint((0.,0.,0.))) + # IFC4 requires: one root 3-D context linked to IfcProject.RepresentationContexts, + # then sub-contexts for each representation type. + # Using a flat IfcGeometricRepresentationContext with CoordinateSpaceDimension=2 and + # an IfcAxis2Placement3D WorldCoordinateSystem violates WHERE rule WR21 and causes + # strict parsers to reject the entire file. + origin_3d = self.file.createIfcCartesianPoint((0., 0., 0.)) + place_3d = self.file.createIfcAxis2Placement3D(origin_3d) + self._model_context = self.file.createIfcGeometricRepresentationContext( + None, "Model", 3, 1e-5, place_3d, None + ) + self._context3d = self.file.createIfcGeometricRepresentationSubContext( + "Body", "Model", None, None, None, None, + self._model_context, None, "MODEL_VIEW", None ) def define_material(self, name="Steel"): diff --git a/src/osdagbridge/core/ifc_export_bridge/bridge_ifc_generator.py b/src/osdagbridge/core/ifc_export_bridge/bridge_ifc_generator.py index 854ad816b..a6c7120f0 100644 --- a/src/osdagbridge/core/ifc_export_bridge/bridge_ifc_generator.py +++ b/src/osdagbridge/core/ifc_export_bridge/bridge_ifc_generator.py @@ -48,7 +48,12 @@ def initialize_file(self): angle_unit = self.file.createIfcSIUnit(None, "PLANEANGLEUNIT", None, "RADIAN") unit_assignment = self.file.createIfcUnitAssignment([length_unit, area_unit, volume_unit, angle_unit]) - self.project = self.file.createIfcProject(create_ifc_guid(), self._owner_history, Name="Osdag Plate Girder Bridge", UnitsInContext=unit_assignment) + self.project = self.file.createIfcProject( + create_ifc_guid(), self._owner_history, + Name="Osdag Plate Girder Bridge", + RepresentationContexts=[self.mapper._model_context], + UnitsInContext=unit_assignment, + ) # Site, Building, Storey (FacilityPart substitution for IFC4 Bridge) place_3d = self.mapper.create_axis2placement_3d((0., 0., 0.)) diff --git a/src/osdagbridge/core/ifc_export_bridge/export_ifc_handler.py b/src/osdagbridge/core/ifc_export_bridge/export_ifc_handler.py index 17fc0d8ba..c6fdd82ef 100644 --- a/src/osdagbridge/core/ifc_export_bridge/export_ifc_handler.py +++ b/src/osdagbridge/core/ifc_export_bridge/export_ifc_handler.py @@ -30,8 +30,7 @@ def export(self): except Exception as e: import traceback error_msg = traceback.format_exc() - with open(r"c:\Users\Pyramid\Desktop\OsdagBridgeDev\OsdagBridge\src\osdagbridge\core\ifc_export_bridge\ifc_export_error.txt", "w") as f: - f.write(error_msg) + print(error_msg) if self.callback: self.callback(False, str(e)) diff --git a/src/osdagbridge/desktop/ui/template_page.py b/src/osdagbridge/desktop/ui/template_page.py index b8f51c605..8e441f851 100644 --- a/src/osdagbridge/desktop/ui/template_page.py +++ b/src/osdagbridge/desktop/ui/template_page.py @@ -1037,122 +1037,29 @@ def create_menu_bar_items(self): def trigger_ifc_export(self): from PySide6.QtWidgets import QFileDialog, QMessageBox from osdagbridge.core.ifc_export_bridge.export_ifc_handler import PlateGirderIfcExportHandler - - # Bypass strict type check as CustomWindow instantiates FrontendData - file_path, _ = QFileDialog.getSaveFileName(self, "Export IFC Model", "PlateGirderBridge.ifc", "IFC Files (*.ifc)") - if not file_path: return - # Map Live UI State to our standalone Exporter - class MockCAD: pass - cad = MockCAD() - inputs = self.cad_state - cad.steel_grade = str(inputs.get(KEY_GIRDER, "E 250A")).strip() - cad.concrete_grade = str(inputs.get(KEY_DECK_CONCRETE_GRADE_BASIC, "M30")).strip() - - # --- Merge additional-inputs values (crash barrier, median, railing) -- + + file_path, _ = QFileDialog.getSaveFileName( + self, "Export IFC Model", "PlateGirderBridge.ifc", "IFC Files (*.ifc)" + ) + if not file_path: + return + + # Merge additional-inputs values (crash barrier, median, railing, widths) _additional = {} if self.input_dock: ai_vals = getattr(self.input_dock, "additional_input_values", None) or {} saved_data = getattr(self.input_dock, "_additional_inputs_saved_data", None) or {} - # Merge both: saved_data is base, ai_vals overrides (it's more explicit) _additional = {**saved_data, **ai_vals} - inputs = {**inputs, **_additional} # additional values override cad_state - - # Layout & Main Dimensions - cad.span_length_L = float(inputs.get(KEY_SPAN, 25)) * 1000 - cad.num_girders = int(float(inputs.get(KEY_NO_OF_GIRDERS, 4))) - cad.girder_spacing = float(inputs.get(KEY_GIRDER_SPACING, 2.75)) * 1000 - cad.skew_angle = float(inputs.get(KEY_SKEW_ANGLE, 0)) - cad.carriageway_width = float(inputs.get(KEY_CARRIAGEWAY_WIDTH, 12)) * 1000 - # Deck Thickness handling - _dt = float(inputs.get(KEY_DECK_THICKNESS, 400)) - cad.deck_thickness = _dt if _dt > 5 else _dt * 1000 - - # Girder Variables - cad.girder_section_d = float(inputs.get(KEY_GIRDER_DEPTH, 900)) - cad.girder_section_tw = float(inputs.get(KEY_GIRDER_WEB_THICKNESS, 100)) - cad.girder_section_bf = float(inputs.get(KEY_GIRDER_TOP_FLANGE_WIDTH, 500)) - cad.girder_section_tf = float(inputs.get(KEY_GIRDER_TOP_FLANGE_THICKNESS, 260)) - cad.girder_section_bf_b = float(inputs.get(KEY_GIRDER_BOTTOM_FLANGE_WIDTH, 500)) - cad.girder_section_tf_b = float(inputs.get(KEY_GIRDER_TOP_FLANGE_THICKNESS, 260)) - - # Footpaths & Median - footpath_val = inputs.get(KEY_FOOTPATH, "None") - if footpath_val == "Single Side": cad.footpath_config = "LEFT" - elif footpath_val == "Both Sides": cad.footpath_config = "BOTH" - else: cad.footpath_config = "NONE" - - cad.footpath_width = float(inputs.get(KEY_FOOTPATH_WIDTH, 1.5)) * 1000 - cad.railing_width = float(inputs.get(KEY_RAILING_WIDTH, 0.3)) * 1000 - cad.enable_median = inputs.get(KEY_INCLUDE_MEDIAN, False) - - # Crash Barrier - _barrier_label = inputs.get("crash_barrier_type", "IRC 5 - RCC Crash Barrier") - cad.barrier_type = _barrier_label - if "High Containment" in _barrier_label: - cad.crash_barrier_subtype = "High Containment" - elif "Double W-Beam" in _barrier_label or "Double W-beam" in _barrier_label: - cad.crash_barrier_subtype = "Double W-beam" - elif "Single W-Beam" in _barrier_label or "Single W-beam" in _barrier_label: - cad.crash_barrier_subtype = "Single W-beam" - else: - cad.crash_barrier_subtype = "IRC-5R" - # Median - cad.median_type = inputs.get("median_type", "IRC 5 - Raised Kerb") + try: + cad = self.backend.get_ifc_export_parameters(_additional) + except Exception: + QMessageBox.critical(self, "Export Failed", "Please run Design before exporting IFC.") + return - # Railing - _railing_raw = inputs.get("railing_type", "IRC 5 - RCC Railing") - if "steel" in str(_railing_raw).lower(): - cad.railing_type = "IRC 5 - Steel Railing" - else: - cad.railing_type = "IRC 5 - RCC Railing" - cad.rail_count = int(inputs.get("railing_rail_count", 3)) - - # Stiffeners & Bracing (defaults) - cad.include_intermediate_stiffeners = True - cad.intermediate_stiffener_spacing = 2000 - cad.intermediate_stiffener_thickness = 20 - cad.intermediate_stiffener_outstand = None - cad.num_end_stiffener_pairs = 4 - cad.end_stiffener_thickness = 30 - cad.end_stiffener_outstand = None - cad.include_longitudinal_stiffeners = True - cad.num_longitudinal_stiffeners = 2 - cad.longitudinal_stiffener_thickness = 20 - cad.longitudinal_stiffener_outstand = None - cad.cross_bracing_spacing = 4000 - cb_data = inputs.get("cross_bracing", {}) - _cb_type = str(cb_data.get("bracing_type", "X-Bracing")) - cad.bracing_type = "X" if "X" in _cb_type else "K" - cad.x_bracket_option = "BOTH" - cad.k_top_bracket = True - cad.diagonal_section_type = "ANGLE" - cad.diagonal_section_dims = {"leg_h": 100, "leg_w": 50, "connection_type": "LONGER_LEG"} - cad.diagonal_thickness = 5 - cad.top_chord_section_type = "DOUBLE_CHANNEL" - cad.top_chord_section_dims = {"depth": 100, "flange_width": 50, "web_thickness":5, "flange_thickness":5} - cad.top_chord_thickness = 5 - cad.bottom_chord_section_type = "I_SECTION" - cad.bottom_chord_section_dims = {"depth": 100, "flange_width": 50, "web_thickness":5, "flange_thickness":5} - cad.bottom_chord_thickness = 5 - cad.end_diaphragm_type = "Cross Bracing" - cad.end_diaphragm_spacing = 100 - ed_data = inputs.get("end_diaphragm", {}) - _ed_type = str(ed_data.get("bracing_type", "K-Bracing")) - cad.end_diaphragm_bracing_type = "K" if "K" in _ed_type else "X" - cad.end_diaphragm_diagonal_section_type = "ANGLE" - cad.end_diaphragm_diagonal_section_dims = {"leg_h": 100} - cad.end_diaphragm_diagonal_thickness = 5 - cad.end_diaphragm_top_chord_section_type = "CHANNEL" - cad.end_diaphragm_top_chord_section_dims = {} - cad.end_diaphragm_top_chord_thickness = 5 - cad.end_diaphragm_bottom_chord_section_type = "DOUBLE_ANGLE" - cad.end_diaphragm_bottom_chord_section_dims = {"connection_type": "SHORTER_LEG"} - cad.end_diaphragm_bottom_chord_thickness = 5 - def completion_callback(success, msg): self.export_finished.emit(success, msg) - + handler = PlateGirderIfcExportHandler(cad, file_path, completion_callback) handler.export_async() From cb64730b8acf0d6f691318c35947a66c35cf23f5 Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Mon, 11 May 2026 01:32:22 +0530 Subject: [PATCH 222/225] Add Save 3D CAD functionality --- .../plate_girder/cad_generator.py | 84 ++++++++++++ src/osdagbridge/core/utils/common.py | 31 +++++ src/osdagbridge/desktop/ui/template_page.py | 122 +++++++++++++++++- 3 files changed, 235 insertions(+), 2 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py b/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py index d6066adee..c4646e557 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py @@ -820,6 +820,90 @@ def _calculate_skew_offset(lateral_position, reference_position=0): "railings": railings } + def create3Dcad(self): + """ + Collect generated model parts from `self.model_data`, normalize and fuse + them into a single TopoDS_Shape suitable for export (STEP/IGS/STL/BREP). + + Returns: + TopoDS_Shape or None + """ + + + if not getattr(self, 'model_data', None): + return None + + + + # Local imports to avoid heavy deps at module import time + from OCC.Core.TopoDS import TopoDS_Shape + from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse + from OCC.Core.TopExp import TopExp_Explorer + from OCC.Core.TopAbs import TopAbs_SOLID + + def _flatten(obj): + """Flatten nested containers/dicts into a list of elements.""" + if obj is None: + return [] + if isinstance(obj, dict): + out = [] + for v in obj.values(): + out.extend(_flatten(v)) + return out + if isinstance(obj, (list, tuple)): + out = [] + for i in obj: + out.extend(_flatten(i)) + return out + return [obj] + + def _explode_compound(shape): + """If a compound contains many solids, return the contained solids.""" + solids = [] + try: + exp = TopExp_Explorer(shape, TopAbs_SOLID) + while exp.More(): + solids.append(exp.Current()) + exp.Next() + except Exception: + # Not a compound or explorer failed; return original + return [shape] + + return solids if solids else [shape] + + # Collect shapes from model_data + shapes = [] + for v in self.model_data.values(): + shapes.extend(_flatten(v)) + + # Keep only TopoDS_Shape instances + shapes = [s for s in shapes if isinstance(s, TopoDS_Shape)] + + if not shapes: + return None + + # Explode compounds into solids + normalized = [] + for s in shapes: + normalized.extend(_explode_compound(s)) + + shapes = normalized + + from OCC.Core.BRep import BRep_Builder + from OCC.Core.TopoDS import TopoDS_Compound + + + builder = BRep_Builder() + compound = TopoDS_Compound() + + builder.MakeCompound(compound) + + for shp in shapes: + builder.Add(compound, shp) + + return compound + + def display_3dModel(self, component): hover_dict = { diff --git a/src/osdagbridge/core/utils/common.py b/src/osdagbridge/core/utils/common.py index bc947c0a0..888c6b685 100644 --- a/src/osdagbridge/core/utils/common.py +++ b/src/osdagbridge/core/utils/common.py @@ -363,3 +363,34 @@ def connectdb(table_name: str) -> list[str]: except sqlite3.Error as e: raise LookupError(f"Error querying database in connectdb(): {e}") + +import platform +import os + +def get_documents_folder(): + system = platform.system() + + if system == "Windows": + # Windows: typically C:\Users\Username\Documents + docs_path = Path.home() / "Documents" + if not docs_path.exists(): + docs_path = Path.home() / "OneDrive" / "Documents" + elif system == "Darwin": # macOS + # macOS: typically /Users/Username/Documents + docs_path = Path.home() / "Documents" + elif system == "Linux": + # Linux: typically /home/username/Documents + # Also check XDG_DOCUMENTS_DIR for custom locations + xdg_docs = os.environ.get("XDG_DOCUMENTS_DIR") + if xdg_docs: + docs_path = Path(xdg_docs) + else: + docs_path = Path.home() / "Documents" + else: + # Fallback to home directory for unknown systems + docs_path = Path.home() + + # Ensure the directory exists, otherwise fall back to home + if not docs_path.exists(): + docs_path = Path.home() + return str(docs_path) \ No newline at end of file diff --git a/src/osdagbridge/desktop/ui/template_page.py b/src/osdagbridge/desktop/ui/template_page.py index 8e441f851..4aaf55e98 100644 --- a/src/osdagbridge/desktop/ui/template_page.py +++ b/src/osdagbridge/desktop/ui/template_page.py @@ -1,10 +1,11 @@ import sys +import os from PySide6.QtWidgets import ( QApplication, QWidget, QVBoxLayout, QHBoxLayout, QLabel, - QMenuBar, QSplitter, QSizePolicy, QPushButton, QLineEdit, QComboBox, + QMenuBar, QSplitter, QSizePolicy, QPushButton, QLineEdit, QComboBox, QFileDialog, ) from PySide6.QtSvgWidgets import QSvgWidget -from PySide6.QtCore import Qt, QFile, QTextStream, Signal,QTimer +from PySide6.QtCore import Qt, QFile, QTextStream, Signal, QTimer from PySide6.QtGui import QIcon, QAction, QKeySequence from osdagbridge.desktop.ui.docks.input_dock import InputDock @@ -906,6 +907,121 @@ def resizeEvent(self, event): # Being deleted, ignore return + def save3DcadImages(self, backend): + """ + Save 3D Model in various formats: IGS, STEP, STL, BREP + """ + # Prefer the 3D CAD widget's generator as the source of shapes + from OCC.Core.STEPControl import STEPControl_Writer, STEPControl_AsIs + from OCC.Core.Interface import Interface_Static_SetCVal + from OCC.Core.IFSelect import IFSelect_RetDone + from OCC.Core.StlAPI import StlAPI_Writer + from OCC.Core import BRepTools + from OCC.Core import IGESControl + + + # Ensure 3D CAD view is currently active / rendered + if not getattr(self, 'cad_3d_view_active', False): + CustomMessageBox( + title="Warning", + text="3D CAD view is not active. Show the 3D CAD view before exporting.", + dialogType=MessageBoxType.Warning + ).exec() + return + + # Prefer shapes from the CAD widget generator if available + fuse_model = None + try: + if hasattr(self, 'cad_3d_widget') and getattr(self.cad_3d_widget, 'generator', None): + fuse_model = self.cad_3d_widget.generator.create3Dcad() + + except Exception: + fuse_model = None + + # Fallback: try backend.create3Dcad() if widget didn't provide one + if fuse_model is None: + try: + fuse_model = backend.create3Dcad() if hasattr(backend, 'create3Dcad') else None + except Exception: + fuse_model = None + + if fuse_model is None: + CustomMessageBox( + title="Warning", + text="Could not generate 3D model. Please run Design and render the 3D CAD view first.", + dialogType=MessageBoxType.Warning + ).exec() + return + + # Open save dialog + files_types = "IGS (*.igs);;STEP (*.stp);;STL (*.stl);;BREP (*.brep)" + default_path = get_documents_folder() + + filePath, _ = QFileDialog.getSaveFileName(self, 'Export', os.path.join(default_path, "untitled.igs"), + files_types) + + fName = str(filePath) + + if not fName: + CustomMessageBox( + title="Warning", + text="File not saved", + dialogType=MessageBoxType.Warning + ).exec() + return + + try: + file_extension = fName.split(".")[-1].lower() + + if file_extension == 'igs' or file_extension == 'iges': + IGESControl.IGESControl_Controller().Init() + iges_writer = IGESControl.IGESControl_Writer() + iges_writer.AddShape(fuse_model) + iges_writer.Write(fName) + + elif file_extension == 'brep': + # BRepTools can write TopoDS shapes directly + try: + BRepTools.Write(fuse_model, fName) + except Exception: + # fallback to breptools namespace if available + try: + BRepTools.breptools.Write(fuse_model, fName) + except Exception as e: + raise + + elif file_extension == 'stp' or file_extension == 'step': + # Initialize the STEP exporter + step_writer = STEPControl_Writer() + Interface_Static_SetCVal("write.step.schema", "AP203") + + # Transfer shapes and write file + step_writer.Transfer(fuse_model, STEPControl_AsIs) + status = step_writer.Write(fName) + + if status != IFSelect_RetDone: + raise Exception("STEP export failed") + + elif file_extension == 'stl': + stl_writer = StlAPI_Writer() + stl_writer.SetASCIIMode(True) + stl_writer.Write(fuse_model, fName) + + else: + raise ValueError(f"Unsupported file format: {file_extension}") + + CustomMessageBox( + title="Success", + text=f"File Saved Successfully: {fName}", + dialogType=MessageBoxType.Success + ).exec() + + except Exception as e: + CustomMessageBox( + title="Error", + text=f"Failed to save file: {str(e)}", + dialogType=MessageBoxType.Critical + ).exec() def create_menu_bar_items(self): # File Menus file_menu = self.menu_bar.addMenu("File") @@ -932,6 +1048,7 @@ def create_menu_bar_items(self): save_3d_action = QAction("Save 3D Model", self) save_3d_action.setShortcut(QKeySequence("Alt+3")) + save_3d_action.triggered.connect(lambda: self.save3DcadImages(self.backend)) file_menu.addAction(save_3d_action) save_cad_action = QAction("Save CAD Image", self) @@ -1164,6 +1281,7 @@ def __init__(self, parent): output_layout.addWidget(self.output_label) self.output_label.setFixedWidth(28) + class CentralPlaceholderWidget(QWidget): """ Temporary placeholder for 3D CAD / Plots views. From cf8a2baf1165b8578685ec5342733e1f580750eb Mon Sep 17 00:00:00 2001 From: Aditya-Donde Date: Thu, 14 May 2026 00:29:33 +0530 Subject: [PATCH 223/225] changed the order of the icon's --- src/osdagbridge/desktop/ui/template_page.py | 18 +++++++++--------- 1 file changed, 9 insertions(+), 9 deletions(-) diff --git a/src/osdagbridge/desktop/ui/template_page.py b/src/osdagbridge/desktop/ui/template_page.py index 4aaf55e98..e93eb7579 100644 --- a/src/osdagbridge/desktop/ui/template_page.py +++ b/src/osdagbridge/desktop/ui/template_page.py @@ -155,15 +155,6 @@ def mousePressEvent(self, event): control_button_layout.setSpacing(10) control_button_layout.setContentsMargins(5,5,5,5) - # Input Dock - self.input_dock_control = ClickableSvgWidget() - self.input_dock_control.setFixedSize(18, 18) - self.input_dock_control.load(":/vectors/view_btn/input_dock_active.svg") - self.input_dock_control.setToolTip("Toggle Input Dock") - self.input_dock_control.clicked.connect(self.input_dock_toggle) - self.input_dock_active = True - control_button_layout.addWidget(self.input_dock_control) - # Cross-section view control self.cross_section_control = ClickableSvgWidget() self.cross_section_control.setFixedSize(18, 18) @@ -209,6 +200,15 @@ def mousePressEvent(self, event): self.plots_view_active = False control_button_layout.addWidget(self.plots_control) + # Input Dock + self.input_dock_control = ClickableSvgWidget() + self.input_dock_control.setFixedSize(18, 18) + self.input_dock_control.load(":/vectors/view_btn/input_dock_active.svg") + self.input_dock_control.setToolTip("Toggle Input Dock") + self.input_dock_control.clicked.connect(self.input_dock_toggle) + self.input_dock_active = True + control_button_layout.addWidget(self.input_dock_control) + self.output_dock_control = ClickableSvgWidget() self.output_dock_control.load(":/vectors/view_btn/output_dock_inactive.svg") self.output_dock_control.setFixedSize(18, 18) From 8dad15a6159fe852b5fe1dd7bebdd680ed21c3a7 Mon Sep 17 00:00:00 2001 From: mhsuhail00 Date: Mon, 18 May 2026 14:46:54 +0530 Subject: [PATCH 224/225] feat: added navcube to mpl 3d plots --- src/osdagbridge/desktop/ui/mpl_plot_widget.py | 89 +++++++++++++- .../ui/utils/mpl_widget_navcube_sync.py | 116 ++++++++++++++++++ 2 files changed, 203 insertions(+), 2 deletions(-) create mode 100644 src/osdagbridge/desktop/ui/utils/mpl_widget_navcube_sync.py diff --git a/src/osdagbridge/desktop/ui/mpl_plot_widget.py b/src/osdagbridge/desktop/ui/mpl_plot_widget.py index 92e68d93d..b5ea89be6 100644 --- a/src/osdagbridge/desktop/ui/mpl_plot_widget.py +++ b/src/osdagbridge/desktop/ui/mpl_plot_widget.py @@ -7,9 +7,12 @@ from PySide6.QtWidgets import ( QWidget, QVBoxLayout, QHBoxLayout, QComboBox, QSizePolicy, QPushButton, - QFrame, QLabel, QCheckBox, QScrollArea + QFrame, QLabel, QCheckBox, QScrollArea, QApplication ) -from PySide6.QtCore import Qt, QEvent +from PySide6.QtCore import Qt, QEvent, QTimer + +from navcube import NavCubeOverlay, NavCubeStyle +from osdagbridge.desktop.ui.utils.mpl_widget_navcube_sync import MatplotlibNavCubeSync from osdagbridge.core.bridge_types.plate_girder.plot_generator import ( build_figure_sfd, @@ -137,6 +140,30 @@ def __init__(self, parent=None): self._summary_overlay = SummaryOverlay(self._canvas) self._summary_overlay.hide() + # ── NavCube: create overlay + sync bridge ────────────────── + self._navcube = NavCubeOverlay(self._canvas, overlay=False, style=NavCubeStyle( + size=65, theme="light", + face_color=(242, 244, 247), edge_color=(218, 224, 232), + corner_color=(228, 232, 238), text_color=(45, 55, 72), + border_color=(30, 30, 30), border_secondary_color=(80, 80, 80), + border_width_main=1.6, border_width_secondary=0.9, + hover_color=(145, 176, 20, 235), hover_text_color=(255, 255, 255), + dot_color=(60, 60, 60, 180), shadow_color=(20, 20, 20, 45), + shadow_offset_x=2.0, shadow_offset_y=2.5, + face_color_dark=(52, 62, 76), edge_color_dark=(42, 52, 65), + corner_color_dark=(47, 57, 70), text_color_dark=(210, 220, 232), + border_color_dark=(200, 200, 200), border_secondary_color_dark=(130, 130, 130), + hover_color_dark=(145, 176, 20, 235), + show_gizmo=False, inactive_opacity=0.70, animation_ms=300, + light_direction=(-0.5, -1.0, -1.5), + )) + self._navcube.hide() + self._navcube_sync = MatplotlibNavCubeSync(self._canvas, self._navcube) + self._canvas.mpl_connect("button_press_event", lambda e: self._navcube_sync.set_interaction_active(True) if e.button == 1 else None) + self._canvas.mpl_connect("button_release_event", lambda e: self._navcube_sync.set_interaction_active(False) if e.button == 1 else None) + self._canvas.mpl_connect("motion_notify_event", lambda e: self._navcube_sync.force_sync() if e.button == 1 else None) + # ────────────────────────────────────────────────────────── + # zoom toolbar self._btn_zoom_in = QPushButton("+") self._btn_zoom_out = QPushButton("−") @@ -335,6 +362,63 @@ def update_plot(self, *_args): self._zoom_scale = 1.0 self._store_orig_limits() + # Show NavCube for 3-D plots only, hide for 2-D. + QTimer.singleShot(100, self._update_navcube_visibility) + + # ── NavCube helpers ──────────────────────────────────────────── + + def _update_navcube_visibility(self): + from mpl_toolkits.mplot3d import Axes3D + has_3d = any(isinstance(ax, Axes3D) for ax in self._fig.axes) + if has_3d: + self._resize_navcube() + self._position_navcube() + self._navcube.mark_ready() + self._navcube.show() + self._navcube.raise_() + self._navcube_sync.force_sync() + else: + self._navcube.hide() + + def _resize_navcube(self): + """Scale NavCube to 8% of the shorter canvas edge, DPI-aware. (mirrors CustomViewer3d)""" + vp_logical = min(self._canvas.width(), self._canvas.height()) + if vp_logical < 10: + return + nc = self._navcube + app = QApplication.instance() + screen = nc.screen() if nc.isVisible() else None + if screen is None and app: + screen = app.primaryScreen() + dpr = max(1.0, screen.devicePixelRatio()) if screen else 1.0 + physical_dpi = max(72.0, min(screen.physicalDotsPerInch(), 400.0)) if screen else 96.0 + vp_physical = vp_logical * dpr + ref_size = max(40, min(round(vp_physical * 0.08 * 96.0 / physical_dpi), 90)) + ref_padding = round(10 * 96.0 / physical_dpi) + ref_scale = round(25.0 * ref_size / 100.0, 2) + if (nc._style.size == ref_size and nc._style.padding == ref_padding + and abs(nc._style.scale - ref_scale) < 0.05): + return + nc._style.size = ref_size + nc._style.padding = ref_padding + nc._style.scale = ref_scale + nc._update_dpi() + + def _position_navcube(self): + padding = 10 + x = max(0, self._canvas.width() - self._navcube.width() - padding) + self._navcube.move(x, padding) + + def eventFilter(self, obj, event): + if obj is self._canvas and event.type() == QEvent.Type.Resize: + self._resize_navcube() + self._position_navcube() + if self._navcube.isVisible(): + self._navcube.raise_() + return super().eventFilter(obj, event) + + # ────────────────────────────────────────────────────────────── + # NATIVE SLOTS: The 'checked' variable is now passed instantly by Qt! def _on_summary_toggled(self, checked): self._is_summary_checked = checked @@ -386,6 +470,7 @@ def _on_grillage_toggled(self, checked: bool): self._canvas.draw() self._zoom_scale = 1.0 self._store_orig_limits() + QTimer.singleShot(100, self._update_navcube_visibility) else: self.update_plot() diff --git a/src/osdagbridge/desktop/ui/utils/mpl_widget_navcube_sync.py b/src/osdagbridge/desktop/ui/utils/mpl_widget_navcube_sync.py new file mode 100644 index 000000000..3d4348a7a --- /dev/null +++ b/src/osdagbridge/desktop/ui/utils/mpl_widget_navcube_sync.py @@ -0,0 +1,116 @@ +""" +Bridges a Matplotlib FigureCanvasQTAgg (with an Axes3D) to a NavCubeOverlay. +Mirrors the OCCNavCubeSync pattern exactly. + +Usage: + sync = MatplotlibNavCubeSync(canvas, navicube) + sync.force_sync() # push camera immediately (call after update_plot) + sync.teardown() # call on widget close +""" +import math +from PySide6.QtCore import QTimer + + +def _get_3d_ax(canvas): + from mpl_toolkits.mplot3d import Axes3D + for ax in canvas.figure.axes: + if isinstance(ax, Axes3D): + return ax + return None + + +def _elev_azim_to_inward(elev_deg, azim_deg): + elev = math.radians(elev_deg) + azim = math.radians(azim_deg) + return math.cos(elev) * math.cos(azim), math.cos(elev) * math.sin(azim), math.sin(elev) + + +def _inward_to_elev_azim(dx, dy, dz): + mag = math.sqrt(dx*dx + dy*dy + dz*dz) + if mag < 1e-10: + return 30.0, -60.0 + dx, dy, dz = dx/mag, dy/mag, dz/mag + return math.degrees(math.asin(max(-1.0, min(1.0, dz)))), math.degrees(math.atan2(dy, dx)) + + +def _up_vector(dx, dy, dz, roll_deg=0.0): + ref = (1.0, 0.0, 0.0) if abs(dz) > 0.999 else (0.0, 0.0, 1.0) + dot = ref[0]*dx + ref[1]*dy + ref[2]*dz + ux, uy, uz = ref[0]-dot*dx, ref[1]-dot*dy, ref[2]-dot*dz + m = math.sqrt(ux*ux + uy*uy + uz*uz) + if m < 1e-10: + return 0.0, 0.0, 1.0 + ux, uy, uz = ux/m, uy/m, uz/m + if abs(roll_deg) < 0.01: + return ux, uy, uz + c, s = math.cos(math.radians(roll_deg)), math.sin(math.radians(roll_deg)) + cx, cy, cz = dy*uz-dz*uy, dz*ux-dx*uz, dx*uy-dy*ux + return ux*c+cx*s, uy*c+cy*s, uz*c+cz*s + + +class MatplotlibNavCubeSync: + _TICK_MS = 50 + + def __init__(self, canvas, navicube): + self._canvas = canvas + self._navicube = navicube + self._last = (None, None, None) + + navicube.viewOrientationRequested.connect(self._on_orientation_requested) + + self._tmr = QTimer() + self._tmr.timeout.connect(self._tick) + self._tmr.start(self._TICK_MS) + + def set_interaction_active(self, active: bool): + if self._navicube: + self._navicube.set_interaction_active(active) + + def force_sync(self): + self._last = (None, None, None) + self._tick() + + def teardown(self): + self._tmr.stop() + try: + if self._navicube: + self._navicube.viewOrientationRequested.disconnect(self._on_orientation_requested) + except Exception: + pass + self._canvas = self._navicube = None + + def _tick(self): + if not self._canvas or not self._navicube: + return + ax = _get_3d_ax(self._canvas) + if ax is None: + return + try: + elev = float(ax.elev) + azim = float(ax.azim) + roll = float(getattr(ax, "roll", 0.0)) + except Exception: + return + if (elev, azim, roll) == self._last: + return + self._last = (elev, azim, roll) + dx, dy, dz = _elev_azim_to_inward(elev, azim) + ux, uy, uz = _up_vector(dx, dy, dz, roll) + try: + self._navicube.push_camera(dx, dy, dz, ux, uy, uz) + except Exception: + pass + + def _on_orientation_requested(self, px, py, pz, ux, uy, uz): + if not self._canvas: + return + ax = _get_3d_ax(self._canvas) + if ax is None: + return + elev, azim = _inward_to_elev_azim(-px, -py, -pz) + try: + ax.view_init(elev=elev, azim=azim, roll=0) + self._canvas.draw_idle() + self._last = (None, None, None) + except Exception: + pass \ No newline at end of file From 1ab7c712541839560d412435ebe0189136dda433 Mon Sep 17 00:00:00 2001 From: Aditya-Donde Date: Tue, 19 May 2026 04:14:31 +0530 Subject: [PATCH 225/225] Remove duplicate dump_plot_data methods and dead debug code --- .../plate_girder/plot_generator.py | 605 +++++++++++------- src/osdagbridge/desktop/ui/mpl_plot_widget.py | 170 +++-- tools/view_results.py | 70 ++ 3 files changed, 555 insertions(+), 290 deletions(-) create mode 100644 tools/view_results.py diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py b/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py index 51d0c9e80..14cf5921c 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/plot_generator.py @@ -126,42 +126,66 @@ def find_component(name): # DRAWING HELPERS (matplotlib 3-D) # ============================================================================= -def _add_grillage_background(ax, nodes, members, x_tol=3, z_tol=3): - """ - Draw the structural grid by grouping nodes rather than tracing element tags. - - • Longitudinal lines — nodes sharing the same z-position connected in x-order. - • Transverse lines — nodes sharing the same x-position connected in z-order. - - This guarantees that transverse connections are visible regardless of how - ospgrillage numbers its elements or the current camera angle. - """ - from collections import defaultdict - - # round keys to avoid floating-point scatter - by_z = defaultdict(list) # z_key → [x, ...] - by_x = defaultdict(list) # x_key → [z, ...] - - for coord in nodes.values(): - rx = round(coord[0], x_tol) - rz = round(coord[2], z_tol) - by_z[rz].append(coord[0]) - by_x[rx].append(coord[2]) - - long_kw = dict(color="darkgrey", linewidth=0.8, alpha=0.5, zorder=1) - trans_kw = dict(color="slategrey", linewidth=1.8, alpha=0.8, zorder=1) - - # longitudinal lines (along span) - for z_val, x_vals in by_z.items(): - x_sorted = sorted(set(x_vals)) - if len(x_sorted) > 1: - ax.plot(x_sorted, [z_val] * len(x_sorted), [0] * len(x_sorted), **long_kw) - - # transverse lines (across width) - for x_val, z_vals in by_x.items(): - z_sorted = sorted(set(z_vals)) - if len(z_sorted) > 1: - ax.plot([x_val] * len(z_sorted), z_sorted, [0] * len(z_sorted), **trans_kw) +def _add_grillage_background(ax, nodes, members, x_tol=3, z_tol=3, show_transverse=False): + """ + Draw the structural grid by grouping nodes rather than tracing element tags. + """ + from collections import defaultdict + + by_z = defaultdict(list) # z_key → [x, ...] + by_x = defaultdict(list) # x_key → [z, ...] + + for coord in nodes.values(): + rx = round(coord[0], x_tol) + rz = round(coord[2], z_tol) + by_z[rz].append(coord[0]) + by_x[rx].append(coord[2]) + + # ========================================== + # 1. THE LINES (Transparent Green & Grey) + # ========================================== + # Original structural green (#388E3C) but 70% transparent (alpha=0.3) + long_kw = dict(color="#388E3C", linewidth=1.0, alpha=0.3, zorder=1) + + # Soft grey for the transverse cross-beams (alpha=0.4) + trans_kw = dict(color="slategrey", linewidth=1.2, alpha=0.4, zorder=1) + + # longitudinal lines (along span) + for z_val, x_vals in by_z.items(): + x_sorted = sorted(set(x_vals)) + if len(x_sorted) > 1: + ax.plot(x_sorted, [z_val] * len(x_sorted), [0] * len(x_sorted), **long_kw) + + if by_x: # Quick safety check to ensure we have data + min_x = min(by_x.keys()) + max_x = max(by_x.keys()) + + for x_val, z_vals in by_x.items(): + # Check if this specific line is at the absolute start or end of the bridge + is_end_line = (x_val == min_x or x_val == max_x) + + # Draw it if the Master Switch is ON, OR if it's an end line! + if show_transverse or is_end_line: + z_sorted = sorted(set(z_vals)) + if len(z_sorted) > 1: + ax.plot([x_val] * len(z_sorted), z_sorted, [0] * len(z_sorted), **trans_kw) + # ========================================== + # 3. THE DOTS (Sniper Fix for Z-Fighting) + # ========================================== + inner_xs, inner_zs, inner_ys = [], [], [] + + if by_x: + min_x = min(by_x.keys()) + max_x = max(by_x.keys()) + + # Only collect dots that are NOT at the absolute ends of the bridge + for coord in nodes.values(): + if coord[0] != min_x and coord[0] != max_x: + inner_xs.append(coord[0]) + inner_zs.append(coord[2]) + inner_ys.append(0) # Base elevation + + ax.scatter(inner_xs, inner_zs, inner_ys, color="#388E3C", alpha=0.4, s=5, zorder=2, depthshade=False) def _add_coordinate_triad(ax, nodes, scale=0.12): @@ -254,14 +278,14 @@ def _add_supports(ax, nodes, members, edge_dist=0.0): rol_z.append(nodes[n_right][2]) # Pinned supports (Left side) -> Green Diamond - ax.scatter(pin_x, pin_z, np.zeros_like(pin_x), marker='D', s=70, + ax.scatter(pin_x, pin_z, np.zeros_like(pin_x), marker='^', s=70, color='#7CB342', edgecolors='black', linewidths=1.5, - zorder=6, depthshade=False, gid="supports") + zorder=1000, depthshade=False, gid="supports") # Roller supports (Right side) -> Yellow Circle ax.scatter(rol_x, rol_z, np.zeros_like(rol_x), marker='o', s=70, color='#FBC02D', edgecolors='black', linewidths=1.5, - zorder=6, depthshade=False, gid="supports") + zorder=1000, depthshade=False, gid="supports") # ============================================================================= @@ -293,9 +317,9 @@ def build_figure_grillage(nodes, members, edge_dist=0.0): ax.set_zlim(-x_range * 0.05, x_range * 0.15) ax.set_box_aspect([x_range, z_range, x_range * 0.30]) - _add_grillage_background(ax, nodes, members) + _add_grillage_background(ax, nodes, members, show_transverse=True) _add_coordinate_triad(ax, nodes) - _add_supports(ax, nodes, members, edge_dist=edge_dist) + girders = _find_girders(nodes, members) girder_items = list(girders.items()) @@ -377,7 +401,7 @@ def auto_hide(): timer.add_callback(auto_hide) timer.start() - + _add_supports(ax, nodes, members, edge_dist=edge_dist) ax.set_xlabel("Span Length (m)", fontsize=10, labelpad=8) ax.set_ylabel("Bridge Width (m)", fontsize=10, labelpad=8) ax.set_zlabel("", fontsize=10, labelpad=8) @@ -405,26 +429,14 @@ def auto_hide(): def build_figure_sfd(ds, force_key, nodes, members, edge_dist=0.0): """ Build a 3-D matplotlib figure showing the Shear Force Diagram. - - Parameters - ---------- - ds : xarray.Dataset — analysis results (must have 'forces' DataArray) - force_key : str — one of FORCE_MAP keys, e.g. "Fy" - nodes : dict — {tag: [x, y, z]} - members : dict — {tag: [n1, n2]} - edge_dist : float — overhang distance; when > 0 the outermost two - girders are edge beams and are skipped in the - force diagram (their lines remain visible via - the grillage background). - - Returns - ------- - fig : matplotlib.figure.Figure """ comp_i_name, comp_j_name = FORCE_MAP[force_key] disp_key = FORCE_DISPLAY.get(force_key, force_key) girders = _find_girders(nodes, members) + # Use muted gray/slate for standard non-active node values + standard_gray = "#455A64" + fig = plt.figure(figsize=(14, 6), dpi=110, facecolor="white") ax = fig.add_subplot(111, projection="3d", facecolor="white") @@ -432,14 +444,19 @@ def build_figure_sfd(ds, force_key, nodes, members, edge_dist=0.0): all_zs = [coord[2] for coord in nodes.values()] x_range = max(all_xs) - min(all_xs) or 1.0 z_range = max(all_zs) - min(all_zs) or 1.0 - ax.set_xlim(min(all_xs), max(all_xs)) - ax.set_ylim(min(all_zs), max(all_zs)) + + x_min, x_max = min(all_xs), max(all_xs) + z_min, z_max = min(all_zs), max(all_zs) + + x_pad = (x_max - x_min) * 0.05 if (x_max - x_min) != 0 else 1.0 + z_pad = (z_max - z_min) * 0.05 if (z_max - z_min) != 0 else 1.0 + + ax.set_xlim(x_min - x_pad, x_max + x_pad) + ax.set_ylim(z_min - z_pad, z_max + z_pad) ax.set_box_aspect([x_range, z_range, x_range * 0.30]) - _add_grillage_background(ax, nodes, members) + _add_grillage_background(ax, nodes, members, show_transverse=False) - _add_supports(ax, nodes, members, edge_dist=edge_dist) - shear_color = "#1565C0" fill_color = "#90CAF9" base_color = "#388E3C" @@ -449,6 +466,8 @@ def build_figure_sfd(ds, force_key, nodes, members, edge_dist=0.0): _scatter_objs = [] _scatter_data = {} + summary_data = {} + for i, (z_val, elems) in enumerate(girder_items): is_edge_beam = edge_dist > 0 and (i == 0 or i == n_girders - 1) girder_name = f"G{i}" if edge_dist > 0 else f"G{i + 1}" @@ -457,38 +476,23 @@ def build_figure_sfd(ds, force_key, nodes, members, edge_dist=0.0): elems, members, nodes, comp_i_name, comp_j_name, ds ) - # The j-end force from OpenSees uses the opposite sign convention. - # Negate the last value so the rightmost node shows the correct shear. Vy = Vy.copy() Vy[-1] = -Vy[-1] z_base = float(np.mean(zs)) z_arr = np.full_like(xs, z_base) - # baseline (solid) - grey for edge beams, green for structural - ax.plot([xs[0], xs[-1]], [z_base, z_base], [0, 0], - color="slategrey" if is_edge_beam else base_color, - linewidth=1.5, zorder=3) - - # edge beams: baseline only, no markers / label / force diagram if is_edge_beam: continue ax.scatter(xs, z_arr, np.zeros_like(xs), - color=base_color, s=18, zorder=4, depthshade=False) + color=base_color, s=5, zorder=4, depthshade=False, alpha=0.4) - # girder label + dynamic_zorder = 100 - i ax.text(xs[0] - (x_range * 0.02), z_base, 0, f"{girder_name}", - color="black", fontsize=11, fontweight="normal", - ha="right", va="center", zorder=6, - bbox=dict(boxstyle="round,pad=0.2", facecolor="white", - alpha=0.8, edgecolor="none")) - - # val_range = max(Vy) - min(Vy) - # if val_range == 0: - # shear_scale = 1.0 if max(Vy) == 0 else 0.25 * abs((max(xs) - min(xs)) / max(Vy)) - # else: - # shear_scale = 0.25 * abs((max(xs) - min(xs)) / val_range) + color="black", fontsize=11, ha="right", va="center", + zorder=dynamic_zorder, + bbox=dict(boxstyle="round,pad=0.2", facecolor="white", alpha=0.8, edgecolor="none")) x_step = np.repeat(xs, 2)[1:-1] Vy_step = np.repeat(Vy[:-1], 2) @@ -502,25 +506,77 @@ def build_figure_sfd(ds, force_key, nodes, members, edge_dist=0.0): color=fill_color, alpha=0.25, linewidth=0, antialiased=False, zorder=2 ) - # shear step line ax.plot(x_step, z_step, y_step, color=shear_color, linewidth=2.0, zorder=4) - # vertical cliff lines for xi, vyi in zip(xs, Vy): ax.plot([xi, xi], [z_base, z_base], [0, vyi], color=shear_color, linewidth=1.2, alpha=0.7, zorder=3) - for xi, vyi in zip(xs, Vy): - ax.text(xi, z_base, vyi, f" {vyi:.2f}", color="#666666", fontsize=6, zorder=5, gid="all_vals") sc = ax.scatter(xs, z_arr, Vy, color=shear_color, s=30, zorder=5, depthshade=False) _scatter_objs.append(sc) _scatter_data[id(sc)] = (node_ids, xs, Vy) - # hover annotations + if len(Vy) > 0: + idx_max = int(np.argmax(Vy)) + idx_min = int(np.argmin(Vy)) + + summary_data[girder_name] = { + "max": float(Vy[idx_max]), + "min": float(Vy[idx_min]) + } + + # ========================================== + # CLEANED Extreme Value Logic (Nodes and Text) + # ========================================== + + # Use Prominent BLACK (like BMD) for extreme node highlights and text + extreme_align_color = "black" + + # Max Node Highlight and Text (Highest Positive) + ax.plot([xs[idx_max]], [z_base], [Vy[idx_max]], + marker="o", markersize=9, color=extreme_align_color, markeredgecolor="white", markeredgewidth=1.5, + linestyle="None", zorder=10, gid="max_line") + + # CLEAN: Removed "Max:" prefix. + ax.text(xs[idx_max], z_base, Vy[idx_max], f" {Vy[idx_max]:.3f} kN", + color=extreme_align_color, fontsize=7, fontweight="bold", ha="left", va="bottom", zorder=11, + gid="max_line", bbox=dict(boxstyle="round,pad=0.2", facecolor="white", alpha=0.8, edgecolor="none")) + + # Min Node Highlight and Text (Lowest Negative) + ax.plot([xs[idx_min]], [z_base], [Vy[idx_min]], + marker="o", markersize=9, color=extreme_align_color, markeredgecolor="white", markeredgewidth=1.5, + linestyle="None", zorder=10, gid="min_line") + + # CLEAN: Removed "Min:" prefix. + ax.text(xs[idx_min], z_base, Vy[idx_min], f" {Vy[idx_min]:.3f} kN", + color=extreme_align_color, fontsize=7, fontweight="bold", ha="right", va="top", zorder=11, + gid="min_line", bbox=dict(boxstyle="round,pad=0.2", facecolor="white", alpha=0.8, edgecolor="none")) + + # "All" Values Staggered Labels (Muted Gray) + for j in range(len(xs)): + if abs(Vy[j]) > 1e-4: + if j == idx_max or j == idx_min: + continue + + v_align = "bottom" if j % 2 == 0 else "top" + h_align = "left" if i % 2 == 0 else "right" + + ax.text(xs[j], z_base, Vy[j], + f" {Vy[j]:.3f} kN", + color=standard_gray, fontsize=7, ha=h_align, va=v_align, zorder=6, + gid="all_vals", bbox=dict(boxstyle="round,pad=0.1", facecolor="white", alpha=0.7, edgecolor="none")) + + # ========================================== + # Hover Annotations (With Garbage-Collection Fix) + # ========================================== if _MPLCURSORS and _scatter_objs: cursor = mplcursors.cursor(_scatter_objs, hover=True) - cursor._timers = {} # THE FIX: A safe dictionary to store active timers + + # 🚨 THE FIX: Attach cursor and timers to the figure so Python's + # Garbage Collector doesn't delete them the moment the function ends! + fig._custom_cursor = cursor + fig._hover_timers = {} @cursor.connect("add") def on_add(sel, _data=_scatter_data, _fk=disp_key): @@ -529,30 +585,32 @@ def on_add(sel, _data=_scatter_data, _fk=disp_key): sel.annotation.set_text( f"Node {nids[idx]}\nX: {xs_g[idx]:.2f}\n{_fk}: {vals_g[idx]:.3f} kN" ) - sel.annotation.get_bbox_patch().set(fc="white", alpha=0.9) + sel.annotation.get_bbox_patch().set(fc="white", alpha=0.9, edgecolor="#BBBBBB") - fig = sel.annotation.figure - timer = fig.canvas.new_timer(interval=6500) - timer.single_shot = True - - # Store the timer safely in our dictionary using the selection's unique ID + # 1. Stop any existing timer for this specific hover box to prevent glitching sel_id = id(sel) - cursor._timers[sel_id] = timer + if sel_id in fig._hover_timers: + fig._hover_timers[sel_id].stop() + + # 2. Create the new 6.5-second timer + timer = fig.canvas.new_timer(interval=3000) + timer.single_shot = True + fig._hover_timers[sel_id] = timer def auto_hide(): try: - if sel in cursor.selections: - cursor.remove_selection(sel) - fig.canvas.draw_idle() + # Safely hide the text box visually instead of fighting mplcursors internal arrays + sel.annotation.set_visible(False) + fig.canvas.draw_idle() except Exception: pass finally: - # Clean up the dictionary reference to free memory - cursor._timers.pop(sel_id, None) + fig._hover_timers.pop(sel_id, None) timer.add_callback(auto_hide) timer.start() + _add_supports(ax, nodes, members, edge_dist=edge_dist) ax.set_xlabel("Span Length (m)", fontsize=10, labelpad=8) ax.set_ylabel("Bridge Width (m)", fontsize=10, labelpad=8) ax.set_zlabel(f"{disp_key} (kN)", fontsize=10, labelpad=8) @@ -562,7 +620,6 @@ def auto_hide(): ax.xaxis.pane.fill = False ax.yaxis.pane.fill = False ax.zaxis.pane.fill = False - # Professional, high-contrast bounding box borders ax.xaxis.pane.set_edgecolor("#555555") ax.yaxis.pane.set_edgecolor("#555555") ax.zaxis.pane.set_edgecolor("#555555") @@ -574,13 +631,10 @@ def auto_hide(): ax.zaxis.pane.set_alpha(1.0) ax.grid(True, linestyle="--", linewidth=0.4, alpha=0.5) - # Force the 3D plot to use the maximum available canvas space - # Dedicate 18% of the right side purely to the massive axis labels. - # This naturally shoves the 3D bridge perfectly into the center of the screen! - # fig.subplots_adjust(left=0.05, right=0.88, bottom=0.05, top=0.90) _add_coordinate_triad(ax, nodes) - return fig + ax.set_axis_off() + return fig, summary_data # ============================================================================= # BMD PLOT @@ -621,9 +675,9 @@ def build_figure_bmd(ds, force_key, nodes, members, edge_dist=0.0): ax.set_ylim(min(all_zs), max(all_zs)) ax.set_box_aspect([x_range, z_range, x_range * 0.30]) - _add_grillage_background(ax, nodes, members) + _add_grillage_background(ax, nodes, members, show_transverse=False) + - _add_supports(ax, nodes, members, edge_dist=edge_dist) moment_color = "#C62828" fill_color = "#EF9A9A" @@ -647,23 +701,31 @@ def build_figure_bmd(ds, force_key, nodes, members, edge_dist=0.0): z_arr = np.full_like(xs, z_base) # baseline (solid) - grey for edge beams, green for structural - ax.plot([xs[0], xs[-1]], [z_base, z_base], [0, 0], - color="slategrey" if is_edge_beam else base_color, - linewidth=1.5, zorder=3) + # ax.plot([xs[0], xs[-1]], [z_base, z_base], [0, 0], + # color="slategrey" if is_edge_beam else base_color, + # linewidth=1.0, alpha=0.3, zorder=3) # edge beams: baseline only, no markers / label / force diagram if is_edge_beam: continue ax.scatter(xs, z_arr, np.zeros_like(xs), - color=base_color, s=18, zorder=4, depthshade=False) + color=base_color, s=5, zorder=4, depthshade=False, alpha=0.4) # girder label + # 1. Reverse the stack: G1 (i=0) gets zorder 100, G2 gets 99, etc. + dynamic_zorder = 100 - i + + ax.text(xs[0] - (x_range * 0.02), z_base, 0, f"{girder_name}", - color="black", fontsize=11, fontweight="normal", - ha="right", va="center", zorder=6, - bbox=dict(boxstyle="round,pad=0.2", facecolor="white", - alpha=0.8, edgecolor="none")) + color="black", fontsize=11, ha="right", va="center", + zorder=dynamic_zorder, + bbox=dict( + boxstyle="round,pad=0.2", + facecolor="white", + alpha=0.8, # Fades the white background box + edgecolor="none" + )) # val_range = max(Mz) - min(Mz) # if val_range == 0: @@ -703,10 +765,14 @@ def build_figure_bmd(ds, force_key, nodes, members, edge_dist=0.0): for xi, yi, mzi in zip(xs, y_plot, Mz): ax.text(xi, z_base, yi, f" {mzi:.2f}", color="#555555", fontsize=7, zorder=5, gid="all_vals") - sc = ax.scatter(xs, z_arr, y_plot, + # Slicing [1:-1] strips away the first and last dots so the supports stay clean! + sc = ax.scatter(xs[1:-1], z_arr[1:-1], -Mz[1:-1], color=moment_color, s=30, zorder=5, depthshade=False) + _scatter_objs.append(sc) - _scatter_data[id(sc)] = (node_ids, xs, Mz) + + # CRITICAL: You must slice the hover data too, or the tooltip will show the wrong node! + _scatter_data[id(sc)] = (node_ids[1:-1], xs[1:-1], Mz[1:-1]) summary_data[girder_name] = {"max": float(max(Mz)), "min": float(min(Mz))} @@ -718,13 +784,24 @@ def build_figure_bmd(ds, force_key, nodes, members, edge_dist=0.0): def on_add(sel, _data=_scatter_data, _fk=disp_key): nids, xs_g, vals_g = _data[id(sel.artist)] idx = sel.index + + # 1. Dynamically assign the correct engineering unit + if _fk.startswith("M") or _fk.startswith("T"): + unit = "kNm" # Moment and Torsion + elif _fk.startswith("D"): + unit = "mm" # Deflection/Displacement + else: + unit = "kN" # Shear and Axial Forces (F, V) + + # 2. Apply the dynamic unit to the text sel.annotation.set_text( - f"Node {nids[idx]}\nX: {xs_g[idx]:.2f}\n{_fk}: {vals_g[idx]:.3f} kNm" + f"Node {nids[idx]}\nX: {xs_g[idx]:.2f}\n{_fk}: {vals_g[idx]:.3f} {unit}" ) + sel.annotation.get_bbox_patch().set(fc="white", alpha=0.9) fig = sel.annotation.figure - timer = fig.canvas.new_timer(interval=6500) + timer = fig.canvas.new_timer(interval=3000) timer.single_shot = True # Store the timer safely in our dictionary using the selection's unique ID @@ -744,7 +821,7 @@ def auto_hide(): timer.add_callback(auto_hide) timer.start() - + _add_supports(ax, nodes, members, edge_dist=edge_dist) ax.set_xlabel("Span Length (m)", fontsize=10, labelpad=8) ax.set_ylabel("Bridge Width (m)", fontsize=10, labelpad=8) ax.set_zlabel(f"{disp_key} (kNm)", fontsize=10, labelpad=8) @@ -771,6 +848,7 @@ def auto_hide(): # Dedicate 18% of the right side purely to the massive axis labels. # This naturally shoves the 3D bridge perfectly into the center of the screen! _add_coordinate_triad(ax, nodes) + ax.set_axis_off() return fig, summary_data @@ -930,21 +1008,6 @@ def build_figure_bmd_contour(ds, force_key, nodes, members, edge_dist=0.0): def build_figure_deflection(ds, disp_key, nodes, members, edge_dist=0.0): """ Build a 3-D matplotlib figure showing the Deflection Diagram. - - Parameters - ---------- - ds : xarray.Dataset — analysis results for one load case - (must have 'displacements' DataArray keyed - by Node and Component) - disp_key : str — one of DISP_MAP keys: "Dx", "Dy", "Dz" - nodes : dict — {tag: [x, y, z]} - members : dict — {tag: [n1, n2]} - edge_dist : float — overhang distance; outermost girders are - shown as baselines only (no diagram). - - Returns - ------- - fig : matplotlib.figure.Figure """ comp_name = DISP_MAP[disp_key] disp_label = DISP_DISPLAY.get(disp_key, disp_key) @@ -957,114 +1020,172 @@ def build_figure_deflection(ds, disp_key, nodes, members, edge_dist=0.0): all_zs = [coord[2] for coord in nodes.values()] x_range = max(all_xs) - min(all_xs) or 1.0 z_range = max(all_zs) - min(all_zs) or 1.0 - ax.set_xlim(min(all_xs), max(all_xs)) - ax.set_ylim(min(all_zs), max(all_zs)) - ax.set_box_aspect([x_range, z_range, x_range * 0.30]) - - _add_grillage_background(ax, nodes, members) - _add_supports(ax, nodes, members, edge_dist=edge_dist) + # Rigid 3D bounding box (matches our UI zoom fix) + ax.set_box_aspect(aspect=(2.5, 1.2, 1.0)) + + _add_grillage_background(ax, nodes, members, show_transverse=False) defl_color = "#6A1B9A" # deep purple - fill_color = "#CE93D8" # light purple - base_color = "#388E3C" + base_color = "#388E3C" # green baseline - # Resolve the actual component string in the dataset (case-insensitive) + # ========================================================= + # PHASE 1: FOOLPROOF DATA EXTRACTION (ospgrillage Mapping) + # ========================================================= + disp_dict = {} actual_comp = None + + # 1A. Map UI input (Dx, Dy) to the correct static displacement key (x, y) + # This prevents us from accidentally grabbing the 'velocity' components! + _DISP_COMPONENT_MAP = { + "dx": "x", "dy": "y", "dz": "z", + "Dx": "x", "Dy": "y", "Dz": "z" + } + target_ds_key = _DISP_COMPONENT_MAP.get(comp_name, comp_name) + try: - for c in ds["displacements"].coords["Component"].values: - if c.lower() == comp_name.lower(): + available_comps = [str(c) for c in ds["displacements"].coords["Component"].values] + + for c in available_comps: + if str(c).lower() == target_ds_key.lower(): actual_comp = c break - except Exception: - pass - + + except Exception as e: + print(f"[DEBUG] Error reading components: {e}") + + # 1B. Extract node values into the dictionary + if actual_comp is not None: + try: + for node_id in ds["displacements"].coords["Node"].values: + val = float(ds["displacements"].sel(Node=node_id, Component=actual_comp).values) + + # Apply the engineering sign flip for vertical sag (Y or Z axis) + if actual_comp.lower() in ["y", "z"]: + val = -val + + disp_dict[str(int(node_id))] = val * 1000.0 # Convert to mm + + except Exception as e: + print(f"🚨 [CRITICAL ERROR] Extraction crashed: {e}") + else: + print(f"[DEBUG] 🚨 CRITICAL: Target '{target_ds_key}' not found in dataset!") + + # ========================================================= + # PHASE 2: PLOTTING THE DIAGRAM + # ========================================================= girder_items = list(girders.items()) n_girders = len(girder_items) _scatter_objs = [] _scatter_data = {} + summary_data = {} for i, (z_val, elems) in enumerate(girder_items): is_edge_beam = edge_dist > 0 and (i == 0 or i == n_girders - 1) girder_name = f"G{i}" if edge_dist > 0 else f"G{i + 1}" - # Node list in span order (mirrors _build_polyline ordering) node_list = [members[e][0] for e in elems] + [members[elems[-1]][1]] xs = np.array([nodes[n][0] for n in node_list]) zs = np.array([nodes[n][2] for n in node_list]) - # Fetch nodal displacement (m → mm); fall back to 0 on missing data - def _get(n, _comp=actual_comp): - if _comp is None: - return 0.0 - try: - return float( - ds["displacements"].sel(Node=n, Component=_comp).values - ) * 1000.0 - except Exception: - return 0.0 - - vals = np.array([_get(n) for n in node_list]) + # Fetch from our safe dictionary (defaults to 0.0 if missing) + vals = np.array([disp_dict.get(str(int(n)), 0.0) for n in node_list]) z_base = float(np.mean(zs)) z_arr = np.full_like(xs, z_base) - # baseline - ax.plot([xs[0], xs[-1]], [z_base, z_base], [0, 0], - color="slategrey" if is_edge_beam else base_color, - linewidth=1.5, zorder=3) + # Draw Baseline + # ax.plot([xs[0], xs[-1]], [z_base, z_base], [0, 0], + # color="slategrey" if is_edge_beam else base_color, + # linewidth=1.0, alpha=0.3, zorder=3) if is_edge_beam: continue - ax.scatter(xs, z_arr, np.zeros_like(xs), - color=base_color, s=18, zorder=4, depthshade=False) + # Draw Girder Label + # 1. Reverse the stack: G1 (i=0) gets zorder 100, G2 gets 99, etc. + dynamic_zorder = 100 - i + - # girder label ax.text(xs[0] - (x_range * 0.02), z_base, 0, f"{girder_name}", - color="black", fontsize=11, fontweight="normal", - ha="right", va="center", zorder=6, - bbox=dict(boxstyle="round,pad=0.2", facecolor="white", - alpha=0.8, edgecolor="none")) - - # val_range = max(vals) - min(vals) - # if val_range == 0: - # defl_scale = ( - # 1.0 if np.max(np.abs(vals)) == 0 - # else 0.1 * abs((max(xs) - min(xs)) / np.max(np.abs(vals))) - # ) - # else: - # defl_scale = 0.1 * abs((max(xs) - min(xs)) / val_range) + color="black", fontsize=11, ha="right", va="center", + zorder=dynamic_zorder, + bbox=dict( + boxstyle="round,pad=0.2", + facecolor="white", + alpha=0.8, # Fades the white background box + edgecolor="none" + )) y_plot = vals - ax.plot_surface( - np.vstack([xs, xs]), - np.vstack([z_arr, z_arr]), - np.vstack([np.zeros_like(y_plot), y_plot]), - color=fill_color, alpha=0.25, linewidth=0, antialiased=False, zorder=2 - ) + # Draw thick deflection line (NO plot_surface fill!) + ax.plot(xs, z_arr, y_plot, color=defl_color, linewidth=2.5, zorder=4) - ax.plot(xs, z_arr, y_plot, color=defl_color, linewidth=2.0, zorder=4) - - # annotate the node with maximum absolute deflection - idx_max = int(np.argmax(np.abs(vals))) - ax.plot([xs[idx_max], xs[idx_max]], [z_base, z_base], [0, y_plot[idx_max]], - color=defl_color, linewidth=1.5, linestyle="--", zorder=3, gid="max_line") - ax.text(xs[idx_max], z_base, y_plot[idx_max], - f" {vals[idx_max]:.3f} mm", color="#4A4A4A", fontsize=7, fontweight="bold", zorder=6, gid="max_line") - - # 'All' values annotations (Tagged for toggling) - for xi, yi, val in zip(xs, y_plot, vals): - ax.text(xi, z_base, yi, f" {val:.3f}", color="#666666", fontsize=6, zorder=5, gid="all_vals") - - sc = ax.scatter(xs, z_arr, y_plot, - color=defl_color, s=30, zorder=5, depthshade=False) + # Draw Nodes (Pure Black) + sc = ax.scatter(xs[1:-1], z_arr[1:-1], y_plot[1:-1], color="black", s=30, zorder=5, depthshade=False) + _scatter_objs.append(sc) - _scatter_data[id(sc)] = (node_list, xs, vals) + _scatter_data[id(sc)] = (node_list[1:-1], xs[1:-1], vals[1:-1]) + if not is_edge_beam and len(vals) > 0: + summary_data[girder_name] = { + "max": float(np.max(vals)), # Uplift / Least sag + "min": float(np.min(vals)) # Maximum downward deflection + } + + # Annotate maximum deflection + if len(vals) > 0 and np.max(np.abs(vals)) > 0: + idx_max = int(np.argmin(vals)) # Finds the most negative value (Maximum Sag) + idx_min = int(np.argmax(vals)) + + for j in range(len(xs)): + if abs(vals[j]) > 1e-4: + + # 🚨 THE CRITICAL FIX: Skip the nodes that already get Bold Max/Min labels! + if j == idx_max or j == idx_min: + continue + + # 2. Staggering logic (Keeps regular nodes from touching each other) + v_align = "bottom" if j % 2 == 0 else "top" + h_align = "left" if i % 2 == 0 else "right" + + ax.text(xs[j], z_base, y_plot[j], + f" {vals[j]:.3f} mm", + color="#455A64", + fontsize=7, + ha=h_align, + va=v_align, + zorder=6, + gid="all_vals", + bbox=dict(boxstyle="round,pad=0.1", facecolor="white", alpha=0.7, edgecolor="none")) + + # 1. Add gid="max_line" to the dotted line + ax.plot([xs[idx_max], xs[idx_max]], [z_base, z_base], [0, y_plot[idx_max]], + color=defl_color, linewidth=1.5, linestyle="--", zorder=3, gid="max_line") + + # 2. Add gid="max_line" to the text label + ax.text(xs[idx_max], z_base, y_plot[idx_max], + f" {vals[idx_max]:.3f} mm", color="#4A4A4A", fontsize=7, fontweight="bold", zorder=6, gid="max_line") + # 3. Add gid="min_line" to the dotted line + ax.plot([xs[idx_min], xs[idx_min]], [z_base, z_base], [0, y_plot[idx_min]], + color=defl_color, linewidth=1.5, linestyle="--", zorder=3, gid="min_line") + ax.text(xs[idx_min], z_base, y_plot[idx_min], + f" {vals[idx_min]:.3f} mm", color="#4A4A4A", fontsize=7, fontweight="bold", zorder=6, gid="min_line") + + + # ========================================================= + # PHASE 3: FINISHING TOUCHES (Hover, Supports, Axes) + # ========================================================= + # ========================================== + # Hover Annotations (With Garbage-Collection Fix) + # ========================================== if _MPLCURSORS and _scatter_objs: cursor = mplcursors.cursor(_scatter_objs, hover=True) - cursor._timers = {} # THE FIX: A safe dictionary to store active timers + + # 🚨 THE FIX: Attach cursor and timers to the figure so Python's + # Garbage Collector doesn't delete them the moment the function ends! + fig._custom_cursor = cursor + fig._hover_timers = {} @cursor.connect("add") def on_add(sel, _data=_scatter_data, _fk=disp_key): @@ -1073,57 +1194,57 @@ def on_add(sel, _data=_scatter_data, _fk=disp_key): sel.annotation.set_text( f"Node {nids[idx]}\nX: {xs_g[idx]:.2f}\n{_fk}: {vals_g[idx]:.3f} mm" ) - sel.annotation.get_bbox_patch().set(fc="white", alpha=0.9) - - fig = sel.annotation.figure - timer = fig.canvas.new_timer(interval=6500) - timer.single_shot = True + sel.annotation.get_bbox_patch().set(fc="white", alpha=0.9, edgecolor="#BBBBBB") - # Store the timer safely in our dictionary using the selection's unique ID + # 1. Stop any existing timer for this specific hover box to prevent glitching sel_id = id(sel) - cursor._timers[sel_id] = timer + if sel_id in fig._hover_timers: + fig._hover_timers[sel_id].stop() + # 2. Create the new 3-second timer + timer = fig.canvas.new_timer(interval=3000) + timer.single_shot = True + fig._hover_timers[sel_id] = timer + def auto_hide(): try: - if sel in cursor.selections: - cursor.remove_selection(sel) - fig.canvas.draw_idle() + # Safely hide the text box visually instead of fighting mplcursors internal arrays + sel.annotation.set_visible(False) + fig.canvas.draw_idle() except Exception: pass finally: - # Clean up the dictionary reference to free memory - cursor._timers.pop(sel_id, None) - + fig._hover_timers.pop(sel_id, None) + timer.add_callback(auto_hide) timer.start() - ax.set_xlabel("Span Length (m)", fontsize=10, labelpad=8) - ax.set_ylabel("Bridge Width (m)", fontsize=10, labelpad=8) - ax.set_zlabel(f"{disp_label} (mm)", fontsize=10, labelpad=8) - ax.yaxis.set_major_locator(MaxNLocator(nbins=4, steps=[1, 2, 2.5, 5, 10])) + # CRITICAL: Draw supports absolute last so they sit on top of the black nodes + _add_supports(ax, nodes, members, edge_dist=edge_dist) + + # Robust axes and labels + ax.set_xlabel("Span Length (m)", fontsize=10, fontweight="bold", labelpad=8) + ax.set_ylabel("Bridge Width (m)", fontsize=10, fontweight="bold", labelpad=8) + ax.set_zlabel(f"{disp_label} (mm)", fontsize=10, fontweight="bold", labelpad=8) + + from matplotlib.ticker import MaxNLocator + ax.yaxis.set_major_locator(MaxNLocator(nbins=4, integer=True, steps=[1, 2, 4, 5, 10])) + ax.zaxis.set_major_locator(MaxNLocator(nbins=4, steps=[1, 2, 2.5, 5, 10])) + ax.set_title(f"Deflection Diagram — {disp_label}", fontsize=12, fontweight="bold", pad=12) ax.view_init(elev=DEFAULT_ELEV, azim=DEFAULT_AZIM) - ax.xaxis.pane.fill = False - ax.yaxis.pane.fill = False - ax.zaxis.pane.fill = False - # Professional, high-contrast bounding box borders - ax.xaxis.pane.set_edgecolor("#555555") - ax.yaxis.pane.set_edgecolor("#555555") - ax.zaxis.pane.set_edgecolor("#555555") - ax.xaxis.pane.set_linewidth(1.5) - ax.yaxis.pane.set_linewidth(1.5) - ax.zaxis.pane.set_linewidth(1.5) - ax.xaxis.pane.set_alpha(1.0) - ax.yaxis.pane.set_alpha(1.0) - ax.zaxis.pane.set_alpha(1.0) + + # Pane styling + for pane in [ax.xaxis.pane, ax.yaxis.pane, ax.zaxis.pane]: + pane.fill = False + pane.set_edgecolor("#555555") + pane.set_linewidth(1.5) + pane.set_alpha(1.0) + ax.grid(True, linestyle="--", linewidth=0.4, alpha=0.5) - - # Force the 3D plot to use the maximum available canvas space - # Dedicate 18% of the right side purely to the massive axis labels. - # This naturally shoves the 3D bridge perfectly into the center of the screen! - # fig.subplots_adjust(left=0.05, right=0.88, bottom=0.05, top=0.90) _add_coordinate_triad(ax, nodes) - return fig + ax.set_axis_off() + return fig, summary_data def figure_to_bytes(fig, fmt="png", dpi=150): diff --git a/src/osdagbridge/desktop/ui/mpl_plot_widget.py b/src/osdagbridge/desktop/ui/mpl_plot_widget.py index b5ea89be6..c49be8c08 100644 --- a/src/osdagbridge/desktop/ui/mpl_plot_widget.py +++ b/src/osdagbridge/desktop/ui/mpl_plot_widget.py @@ -112,9 +112,9 @@ def __init__(self, parent=None): # Display States self._grillage_mode = False self._show_nodes = True - self._show_axis = True + self._show_axis = False self._show_supports = True - self._show_grid = True + self._show_grid = False self._is_summary_checked = False self._show_max = False self._show_min = False @@ -216,7 +216,7 @@ def __init__(self, parent=None): self._btn_axis = QPushButton("Axis") self._btn_axis.setCheckable(True) - self._btn_axis.setChecked(True) + self._btn_axis.setChecked(False) self._btn_axis.setFixedHeight(28) self._btn_axis.setFocusPolicy(Qt.NoFocus) self._btn_axis.setStyleSheet(btn_style) @@ -224,12 +224,12 @@ def __init__(self, parent=None): self._btn_grid = QPushButton("Grid") self._btn_grid.setCheckable(True) - self._btn_grid.setChecked(True) + self._btn_grid.setChecked(False) self._btn_grid.setFixedHeight(28) self._btn_grid.setFocusPolicy(Qt.NoFocus) self._btn_grid.setStyleSheet(btn_style) self._btn_grid.toggled.connect(self._on_grid_toggled) - self._canvas.mpl_connect('scroll_event', self._on_scroll) + # self._canvas.mpl_connect('scroll_event', self._on_scroll) toolbar_row = QHBoxLayout() toolbar_row.setContentsMargins(4, 2, 4, 2) @@ -261,6 +261,17 @@ def setup(self, ds_all, loadcases: list, nodes: dict, members: dict, self._members = members self._edge_dist = edge_dist + if hasattr(self, '_fig') and self._fig.axes: + ax = self._fig.axes[0] + + # 1. Switch to Orthographic projection (NO MORE CLIPPING) + # ax.set_proj_type('ortho') + + # 2. Force the 3D box to stretch across the entire PySide6 widget + # We use slight negative values to push the invisible bounding box + # off the edges of the screen, maximizing the bridge resolution. + self._fig.subplots_adjust(left=-0.05, right=1.05, bottom=-0.05, top=1.05) + def link_output_dock(self, output_dock): self._output_dock = output_dock @@ -322,28 +333,41 @@ def update_plot(self, *_args): return ds = self._ds_all.sel(Loadcase=loadcase) + + # ========================================== + # 1. 🚨 CAPTURE CAMERA STATE BEFORE CLOSING + # ========================================== + old_elev, old_azim = None, None + if hasattr(self, '_fig') and self._fig and self._fig.axes: + old_ax = self._fig.axes[0] + if hasattr(old_ax, 'elev'): + old_elev = old_ax.elev + old_azim = old_ax.azim + + # NOW we can safely destroy the old plot plt.close(self._fig) self._summary_data = {} + # (Your existing if/elif/else block to build the new figures) if force_key in _SFD_KEYS: - self._fig = build_figure_sfd(ds, force_key, self._nodes, self._members, edge_dist=self._edge_dist) + self._fig, self._summary_data = build_figure_sfd(ds, force_key, self._nodes, self._members, edge_dist=self._edge_dist) elif force_key in _DEFL_KEYS: - self._fig = build_figure_deflection(ds, force_key, self._nodes, self._members, edge_dist=self._edge_dist) + self._fig, self._summary_data = build_figure_deflection(ds, force_key, self._nodes, self._members, edge_dist=self._edge_dist) else: self._fig, self._summary_data = build_figure_bmd(ds, force_key, self._nodes, self._members, edge_dist=self._edge_dist) self._canvas.figure = self._fig self._fig.set_canvas(self._canvas) - # Apply visual states + # (Your existing visibility toggles) self._apply_node_visibility() self._apply_axis_visibility() self._apply_supports_visibility() self._apply_grid_visibility() self._apply_annotation_visibility() - # Update HUD + # (Your existing HUD logic) if self._summary_data: self._summary_overlay.update_data(self._summary_data) if self._is_summary_checked: @@ -353,14 +377,32 @@ def update_plot(self, *_args): self._summary_overlay.hide() if self._fig: - # Strip margins globally before handing the figure to the canvas - self._fig.subplots_adjust(left=0.0, right=1.0, bottom=0.0, top=1.0) - - self._fit_figure_to_canvas() - self._canvas.draw() + self._fig.subplots_adjust(left=0.02, right=0.98, bottom=0.02, top=0.92) + + if not self._fig.axes: + return - self._zoom_scale = 1.0 - self._store_orig_limits() + ax = self._fig.axes[0] + + # ========================================== + # 2. 🚨 RESTORE CAMERA STATE TO NEW PLOT + # ========================================== + if old_elev is not None and old_azim is not None: + ax.view_init(elev=old_elev, azim=old_azim) + + # (Keep your existing native zoom logic) + if hasattr(ax, 'set_box_aspect'): + ax.set_box_aspect(aspect=(2.5, 1.2, 1.0), zoom=self._zoom_scale) + + # (Keep your existing anti-clipping loop here) + for line in ax.lines: + line.set_clip_on(False) + for collection in ax.collections: + collection.set_clip_on(False) + for text in ax.texts: + text.set_clip_on(False) + + self._canvas.draw_idle() # Show NavCube for 3-D plots only, hide for 2-D. QTimer.singleShot(100, self._update_navcube_visibility) @@ -545,9 +587,12 @@ def _apply_annotation_visibility(self): def _apply_grid_visibility(self): for ax in self._fig.axes: if self._show_grid: + # Turn everything ON and re-apply your custom dashed grid styling + ax.set_axis_on() ax.grid(True, linestyle="--", linewidth=0.4, alpha=0.5) else: - ax.grid(False) + # Throw the invisibility cloak over the panes, cube, labels, and ticks! + ax.set_axis_off() def _fit_figure_to_canvas(self): w_px = self._canvas.width() @@ -612,49 +657,78 @@ def _apply_zoom(self): # return True # return super().eventFilter(obj, event) + def eventFilter(self, obj, event): + """Intercepts the mouse wheel at the OS level to guarantee zoom triggers.""" + from PySide6.QtCore import QEvent + + if obj is self._canvas and event.type() == QEvent.Type.Wheel: + event.accept() # Tell PySide6 "I handled this, do not scroll the window!" + + delta = event.angleDelta().y() + if delta > 0: + self._zoom_in() + else: + self._zoom_out() + + return True + return super().eventFilter(obj, event) - def _zoom_step(self, factor): - """Natively zooms the Matplotlib 3D camera by scaling the axis limits.""" - if not hasattr(self, '_fig') or not self._fig or not self._fig.axes: - return + # def _zoom_step(self, factor): + # """Natively zooms the Matplotlib 3D camera without clipping the data.""" + # if not hasattr(self, '_fig') or not self._fig or not self._fig.axes: + # return - ax = self._fig.axes[0] - - # 1. Get current boundaries - x0, x1 = ax.get_xlim() - y0, y1 = ax.get_ylim() - z0, z1 = ax.get_zlim() + # ax = self._fig.axes[0] - # 2. Find the exact center of the current view - xc, yc, zc = (x0 + x1) / 2, (y0 + y1) / 2, (z0 + z1) / 2 + # # Multiply the current zoom scale + # self._zoom_scale *= factor - # 3. Scale the ranges by the zoom factor - xr, yr, zr = (x1 - x0) * factor, (y1 - y0) * factor, (z1 - z0) * factor + # # Add safety limits so the user can't zoom in infinitely or zoom out to a dot + # self._zoom_scale = max(0.5, min(self._zoom_scale, 5.0)) - # 4. Apply the new narrowed/widened limits - ax.set_xlim(xc - xr / 2, xc + xr / 2) - ax.set_ylim(yc - yr / 2, yc + yr / 2) - ax.set_zlim(zc - zr / 2, zc + zr / 2) + # # Apply the new optical zoom while preserving your rigid 3D bridge shape! + # if hasattr(ax, 'set_box_aspect'): + # ax.set_box_aspect(aspect=(2.5, 1.2, 1.0), zoom=self._zoom_scale) + + # self._canvas.draw_idle() + + # ========================================== + # BUTTERY SMOOTH CAMERA ZOOMING + # ========================================== + + def _apply_camera_zoom(self): + """Applies zoom to the EXISTING figure without rebuilding it from scratch!""" + if not hasattr(self, '_fig') or not self._fig or not self._fig.axes: + return + + ax = self._fig.axes[0] + # Change the optical zoom instantly without touching limits or layout + if hasattr(ax, 'set_box_aspect'): + ax.set_box_aspect(aspect=(2.5, 1.2, 1.0), zoom=self._zoom_scale) + self._canvas.draw_idle() def _zoom_in(self): - # 85% of current view size (zooms in) - self._zoom_step(0.85) + """Zooms the camera strictly inward.""" + self._zoom_scale *= 1.2 # Increase zoom parameter by 20% + self._apply_camera_zoom() # Call our lightweight function, NOT update_plot() def _zoom_out(self): - # 115% of current view size (zooms out) - self._zoom_step(1.15) - def _on_scroll(self, event): - """Native Matplotlib scroll wheel support.""" - if event.button == 'up': - self._zoom_step(0.85) # Scroll wheel up = Zoom in - elif event.button == 'down': - self._zoom_step(1.15) # Scroll wheel down = Zoom out - + """Zooms the camera strictly outward.""" + self._zoom_scale /= 1.2 # Decrease zoom parameter by 20% + if self._zoom_scale < 0.1: + self._zoom_scale = 0.1 + self._apply_camera_zoom() + def _zoom_reset(self): - # The safest and cleanest way to reset is just to re-trigger the plot update! - self.update_plot() + """Snaps back to 100% scale.""" + self._zoom_scale = 1.0 + self._apply_camera_zoom() + + # ========================================== + # STATE HELPERS + # ========================================== def _current_loadcase(self) -> str: combo = self._output_dock.output_widget.findChild( diff --git a/tools/view_results.py b/tools/view_results.py new file mode 100644 index 000000000..b09a3aa85 --- /dev/null +++ b/tools/view_results.py @@ -0,0 +1,70 @@ +import json +import pandas as pd +from pathlib import Path + +def json_to_dataframes(json_path): + """ + Reads the bridge_plot_data.json and returns two flattened DataFrames: + one for displacements and one for forces. + """ + if not Path(json_path).exists(): + print(f"❌ Error: {json_path} not found.") + return None, None + + with open(json_path, "r") as f: + data = json.load(f) + + # --- 1. Flatten Displacements --- + disp_rows = [] + for lc, nodes in data.get("displacements", {}).items(): + for node_id, components in nodes.items(): + row = {"loadcase": lc, "node_id": node_id} + + # Only add components that actually have valid numbers! + for comp, val in components.items(): + if val is not None and not (isinstance(val, float) and pd.isna(val)): + row[comp] = val + + disp_rows.append(row) + + df_disp = pd.DataFrame(disp_rows) + + # --- 2. Flatten Forces --- + force_rows = [] + for lc, elements in data.get("forces", {}).items(): + for elem_id, components in elements.items(): + row = {"loadcase": lc, "element_id": elem_id} + + # Only add components that actually have valid numbers! + for comp, val in components.items(): + if val is not None and not (isinstance(val, float) and pd.isna(val)): + row[comp] = val + + force_rows.append(row) + + df_force = pd.DataFrame(force_rows) + + return df_disp, df_force + +if __name__ == "__main__": + current_dir = Path(__file__).parent + json_file = current_dir / "bridge_plot_data.json" + + print(f"🔍 Looking for file at: {json_file.resolve()}") + + df_disp, df_force = json_to_dataframes(json_file) + + if df_disp is not None: + print("\n--- NODAL DISPLACEMENTS (First 10 rows) ---") + print(df_disp.head(10).to_string(index=False)) + + print("\n--- ELEMENT FORCES (First 10 rows) ---") + print(df_force.head(10).to_string(index=False)) + + # --- Example: Search for Max Moment Mz --- + if 'Mz_i' in df_force.columns: + max_mom = df_force['Mz_i'].max() + print(f"\n✅ Peak Positive Moment (Mz_i): {max_mom:.2f} kNm") + + # Optional: Save to Excel for manual checking + df_force.to_excel("bridge_results_verification.xlsx") \ No newline at end of file

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z4qtesSS#t1FfYdKqHTE?6=1u&zzivTuLp( zxEw(H&;N!_&Ck!zV)j?Jtl@k@@uXKJkJl8kh+~w&kmOWYms2rkZC~MAvYi v{`gI}&vbb$pirc+xw&~ntwI4z6pkNXp~Lm9_#I510zbHxk!I!HN0I*ngh)d) literal 0 HcmV?d00001 diff --git a/src/osdagbridge/core/data/project_location/zone_lookup.py b/src/osdagbridge/core/data/project_location/zone_lookup.py new file mode 100644 index 000000000..a44924c2c --- /dev/null +++ b/src/osdagbridge/core/data/project_location/zone_lookup.py @@ -0,0 +1,204 @@ +"""Zone lookup module for IRC:6 wind and seismic zone determination. + +This module performs point-in-polygon queries against digitized IRC:6 zone maps +to determine wind speed (Vb) and seismic zone/factor for a given lat/long. + +SHAPEFILE SETUP: +----------------- +1. Digitize IRC:6 wind and seismic zone maps in QGIS +2. Export as shapefiles to: core/data/project_location/shapefiles/ +3. Required files: + - wind_zones.shp (with attributes: zone_id, Vb, source) + - seismic_zones.shp (with attributes: zone_id, seismic_zone, zone_factor, source) + +Once shapefiles are available, set USE_MOCK_DATA = False to enable real lookups. +""" + +from __future__ import annotations + +import os +from typing import Dict, Optional, Any + +# Path to shapefiles directory +SHAPEFILES_DIR = os.path.abspath( + os.path.join(os.path.dirname(__file__), "shapefiles") +) + +WIND_SHAPEFILE = os.path.join(SHAPEFILES_DIR, "wind_zones.shp") +SEISMIC_SHAPEFILE = os.path.join(SHAPEFILES_DIR, "seismic_zones.shp") + +# Cache for loaded geometries (load once, reuse) +_wind_zones = None +_seismic_zones = None + + +def _load_shapefile(filepath: str): + """Load a shapefile and return list of (geometry, attributes) tuples.""" + try: + import fiona + from shapely.geometry import shape + + zones = [] + with fiona.open(filepath, 'r') as src: + for feature in src: + geom = shape(feature['geometry']) + props = dict(feature['properties']) + zones.append((geom, props)) + return zones + except ImportError: + print("Warning: fiona/shapely not installed. Install with: pip install fiona shapely") + return None + except Exception as e: + print(f"Warning: Could not load shapefile {filepath}: {e}") + return None + + +def _ensure_zones_loaded(): + """Lazy-load shapefiles on first use.""" + global _wind_zones, _seismic_zones + + + + if _wind_zones is None and os.path.exists(WIND_SHAPEFILE): + _wind_zones = _load_shapefile(WIND_SHAPEFILE) + + if _seismic_zones is None and os.path.exists(SEISMIC_SHAPEFILE): + _seismic_zones = _load_shapefile(SEISMIC_SHAPEFILE) + + +def _point_in_polygon_lookup(lat: float, lon: float, zones) -> Optional[Dict]: + """Find which polygon contains the given point.""" + if not zones: + return None + + try: + from shapely.geometry import Point + point = Point(lon, lat) # Note: lon, lat order for shapely + + for geom, props in zones: + if geom.contains(point): + return props + + # Check for nearest polygon within threshold (e.g. 0.5 deg ~= 55km) + # This handles points slightly outside boundaries (coastlines, borders) + min_dist = float('inf') + nearest_props = None + + for geom, props in zones: + dist = geom.distance(point) + if dist < min_dist: + min_dist = dist + nearest_props = props + + if nearest_props and min_dist < 0.5: + return nearest_props + + return None + except ImportError: + return None + + +def get_zones_for_coordinates(lat: float, lon: float) -> Dict[str, Any]: + """ + Get wind and seismic zone data for given coordinates. + + Args: + lat: Latitude in degrees + lon: Longitude in degrees + + Returns: + Dictionary with keys: + - wind_Vb: Basic wind speed in m/s (or None) + - seismic_zone: Zone designation (II/III/IV/V or None) + - zone_factor: Z value for seismic design (or None) + - source: Data source ("IRC6" or None) + """ + _ensure_zones_loaded() + + result = { + "wind_Vb": None, + "seismic_zone": None, + "zone_factor": None, + "source": "IRC6" + } + + # Wind zone lookup + if _wind_zones: + wind_props = _point_in_polygon_lookup(lat, lon, _wind_zones) + if wind_props: + result["wind_Vb"] = wind_props.get("Vb") + + # Seismic zone lookup + if _seismic_zones: + seismic_props = _point_in_polygon_lookup(lat, lon, _seismic_zones) + if seismic_props: + # Handle possible attribute name truncation (DBF has 10 char limit) + # seismic_zone -> seismic_zo + # zone_factor -> zone_facto + + s_zone = seismic_props.get("seismic_zone") + if s_zone is None: + s_zone = seismic_props.get("seismic_zo") + + z_factor = seismic_props.get("zone_factor") + if z_factor is None: + z_factor = seismic_props.get("zone_facto") + + result["seismic_zone"] = s_zone + result["zone_factor"] = z_factor + + return result + + + + + +def get_temperature_for_coordinates(lat: float, lon: float) -> Dict[str, Any]: + """ + Get temperature data for the nearest station to given coordinates. + + Returns: + Dictionary with keys: + - max_temp: Maximum temperature in °C (or None) + - min_temp: Minimum temperature in °C (or None) + - nearest_station: Name of the nearest station (or None) + - nearest_state: State of the nearest station (or None) + """ + from .database import Database + + result = { + "max_temp": None, + "min_temp": None, + "nearest_station": None, + "nearest_state": None, + } + + # Get the database path + db_path = os.path.join(os.path.dirname(__file__), "weather.db") + + if not os.path.exists(db_path): + return result + + try: + db = Database(db_path) + db.connect() + temp_data = db.get_nearest_station_temperature(lat, lon) + db.close() + + if temp_data: + result["max_temp"] = temp_data.get("max_temp") + result["min_temp"] = temp_data.get("min_temp") + result["nearest_station"] = temp_data.get("station") + result["nearest_state"] = temp_data.get("state") + except Exception as e: + print(f"Warning: Temperature lookup failed: {e}") + + return result + + +def shapefiles_available() -> Dict[str, bool]: + """Check which shapefiles are available.""" + return { + "wind_zones": os.path.exists(WIND_SHAPEFILE), + "seismic_zones": os.path.exists(SEISMIC_SHAPEFILE) + } diff --git a/src/osdagbridge/desktop/ui/dialogs/project_location.py b/src/osdagbridge/desktop/ui/dialogs/project_location.py index c263e21f4..cf556cfdc 100644 --- a/src/osdagbridge/desktop/ui/dialogs/project_location.py +++ b/src/osdagbridge/desktop/ui/dialogs/project_location.py @@ -1,9 +1,34 @@ +from pathlib import Path + from PySide6.QtWidgets import ( - QDialog, QVBoxLayout, QHBoxLayout, QLabel, QLineEdit, QWidget, - QCheckBox, QFrame, QPushButton, QComboBox, QSizePolicy, QSizeGrip + QDialog, QVBoxLayout, QHBoxLayout, QLabel, QLineEdit, QWidget, + QCheckBox, QFrame, QPushButton, QComboBox, QSizePolicy, QSizeGrip, + QRadioButton, QButtonGroup, QStackedWidget, QSpacerItem, QMessageBox ) -from PySide6.QtCore import Qt +from PySide6.QtGui import QDesktopServices +from PySide6.QtCore import Qt, QUrl from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar +from osdagbridge.core.bridge_types.plate_girder.ui_fields_project_location import ( + get_state_list, + get_station_list, + get_default_location, + get_weather, +) + +from PySide6.QtCore import Slot, Signal, QObject, QUrl +from osdagbridge.desktop.ui.widgets.native_map import NativeMapWidget +from osdagbridge.core.data.project_location.zone_lookup import get_zones_for_coordinates, get_temperature_for_coordinates + + +# Session-level state to persist values across dialog open/close cycles +# so that reopening the dialog retains user-entered or looked-up data. +LAST_CUSTOM_WEATHER_DATA = None # Custom data entered via the Custom Data dialog +LAST_WEATHER_DATA = None # Looked-up or persisted weather data (wind, seismic, temp) +LAST_LOCATION_METHOD = None # "location_name" or "map" +LAST_LOCATION_DATA = None # {"state": ..., "district": ...} or {"latitude": ..., "longitude": ...} + + + class NoScrollComboBox(QComboBox): def wheelEvent(self, event): @@ -82,37 +107,321 @@ def apply_field_style(widget): """) +class CustomWeatherDataDialog(QDialog): + """ + Dialog to manually input weather/seismic data. + """ + def __init__(self, parent=None, initial_data=None): + super().__init__(parent) + self.setFixedSize(400, 420) + self.data = initial_data or {} + self.setWindowFlags(Qt.Dialog | Qt.FramelessWindowHint) + + self.setStyleSheet(""" + QDialog { + background-color: #ffffff; + border: 1px solid #90AF13; + } + QLabel { + color: #2d2d2d; + font-size: 12px; + font-weight: 500; + } + QLineEdit { + padding: 4px 8px; + border: 1px solid #dcdcdc; + border-radius: 4px; + background-color: white; + color: black; + font-size: 12px; + } + QLineEdit:focus { + border: 1px solid #90AF13; + } + QPushButton#primary { + background-color: #90AF13; + color: white; + border-radius: 6px; + padding: 6px 16px; + font-weight: 600; + border: none; + } + QPushButton#primary:hover { background-color: #7a9b0f; } + QPushButton#ghost { + background-color: #f1f1f1; + color: #1d1d1d; + border-radius: 6px; + padding: 6px 16px; + font-weight: 600; + border: none; + } + QPushButton#ghost:hover { background-color: #e6e6e6; } + """) + + # Main layout structure for custom title bar + main_layout = QVBoxLayout(self) + main_layout.setContentsMargins(1, 1, 1, 1) + main_layout.setSpacing(0) + + self.title_bar = CustomTitleBar() + self.title_bar.setTitle("Custom Weather Data") + main_layout.addWidget(self.title_bar) + + self.content_widget = QWidget(self) + main_layout.addWidget(self.content_widget, 1) + + layout = QVBoxLayout(self.content_widget) + layout.setSpacing(16) + layout.setContentsMargins(25, 25, 25, 25) + + # Basic Wind Speed + wind_layout = QVBoxLayout() + wind_layout.setSpacing(6) + wind_layout.addWidget(QLabel("Basic Wind Speed (m/s)")) + self.wind_input = QLineEdit() + self.wind_input.setPlaceholderText("e.g. 50") + if self.data.get("wind_speed"): + self.wind_input.setText(str(self.data.get("wind_speed"))) + wind_layout.addWidget(self.wind_input) + layout.addLayout(wind_layout) + + # Seismic Zone + zone_label = QLabel("Seismic Zone") + layout.addWidget(zone_label) + + self.zone_combo = NoScrollComboBox() + self.zone_combo.addItems(["Select Zone", "II", "III", "IV", "V"]) + if self.data.get("zone"): + index = self.zone_combo.findText(self.data.get("zone")) + if index >= 0: + self.zone_combo.setCurrentIndex(index) + + # Apply specific combo style locally or via stylesheet above + self.zone_combo.setStyleSheet(""" + QComboBox{ + padding: 4px 8px; + border: 1px solid #dcdcdc; + border-radius: 4px; + background-color: white; + color: black; + } + QComboBox::drop-down{ + subcontrol-origin: padding; + subcontrol-position: top right; + border-left: 0px; + } + QComboBox::down-arrow{ + image: url(:/vectors/arrow_down_light.svg); + width: 12px; + height: 12px; + margin-right: 8px; + } + QComboBox::down-arrow:on { + image: url(:/vectors/arrow_up_light.svg); + width: 12px; + height: 12px; + margin-right: 8px; + } + QComboBox QAbstractItemView{ + background-color: white; + border: 1px solid #dcdcdc; + outline: none; + } + QComboBox QAbstractItemView::item{ + color: black; + background-color: white; + border: none; + border: 1px solid white; + border-radius: 0; + padding: 2px; + } + QComboBox QAbstractItemView::item:hover{ + border: 1px solid #90AF13; + background-color: #90AF13; + color: black; + } + QComboBox QAbstractItemView::item:selected{ + background-color: #90AF13; + color: black; + border: 1px solid #90AF13; + } + QComboBox QAbstractItemView::item:selected:hover{ + background-color: #90AF13; + color: black; + border: 1px solid #94b816; + } + """) + + # Side-by-side layout for Zone and Z-Factor + zone_row = QHBoxLayout() + zone_row.setSpacing(15) + + # Add stretch factor 1 to make them equal width + zone_row.addWidget(self.zone_combo, 1) + + zone_to_z = {"II": "0.10", "III": "0.16", "IV": "0.24", "V": "0.36"} + current_z = zone_to_z.get(self.zone_combo.currentText(), "") + + self.zone_value = QLineEdit(str(current_z)) + self.zone_value.setReadOnly(True) + self.zone_value.setPlaceholderText("Zone Factor (Z)") + self.zone_value.setStyleSheet(""" + QLineEdit { + background-color: #f5f5f5; + color: #707070; + border: 1px solid #dcdcdc; + border-radius: 4px; + padding: 4px 8px; + } + """) + self.zone_combo.currentTextChanged.connect( + lambda text: self.zone_value.setText(zone_to_z.get(text, "")) + ) + + # Add stretch factor 1 to make them equal width + zone_row.addWidget(self.zone_value, 1) + layout.addLayout(zone_row) + + # Shade Air Temperature + temp_lbl = QLabel("Shade Air Temperature (°C)") + layout.addWidget(temp_lbl) + + temp_layout = QHBoxLayout() + temp_layout.setSpacing(15) + + max_col = QVBoxLayout() + max_col.setSpacing(6) + self.max_temp_input = QLineEdit() + self.max_temp_input.setPlaceholderText("Max") + if self.data.get("max_temp"): + self.max_temp_input.setText(str(self.data.get("max_temp"))) + max_col.addWidget(self.max_temp_input) + + min_col = QVBoxLayout() + min_col.setSpacing(6) + self.min_temp_input = QLineEdit() + self.min_temp_input.setPlaceholderText("Min") + if self.data.get("min_temp"): + self.min_temp_input.setText(str(self.data.get("min_temp"))) + min_col.addWidget(self.min_temp_input) + + temp_layout.addLayout(max_col) + temp_layout.addLayout(min_col) + layout.addLayout(temp_layout) + + layout.addStretch() + + # Build Footer + btn_layout = QHBoxLayout() + btn_layout.setSpacing(10) + btn_layout.addStretch() + + save_btn = QPushButton("Save") + save_btn.setObjectName("primary") + save_btn.setCursor(Qt.PointingHandCursor) + save_btn.clicked.connect(self.validate_and_save) + btn_layout.addWidget(save_btn) + + cancel_btn = QPushButton("Cancel") + cancel_btn.setObjectName("ghost") + cancel_btn.setCursor(Qt.PointingHandCursor) + cancel_btn.clicked.connect(self.reject) + btn_layout.addWidget(cancel_btn) + + layout.addLayout(btn_layout) + + def validate_and_save(self): + wind = self.wind_input.text().strip() + zone = self.zone_combo.currentText() + max_t = self.max_temp_input.text().strip() + min_t = self.min_temp_input.text().strip() + + if not wind or not max_t or not min_t or zone == "Select Zone": + QMessageBox.warning(self, "Incomplete Data", "Please enter all fields (Wind Speed, Seismic Zone, and Temperatures) before saving.") + return + + self.accept() + + def get_data(self): + # Map zone to z_value automatically + zone_to_z = { + "II": "0.10", + "III": "0.16", + "IV": "0.24", + "V": "0.36" + } + selected_zone = self.zone_combo.currentText() if self.zone_combo.currentText() != "Select Zone" else "" + z_value = zone_to_z.get(selected_zone, "") + + return { + "wind_speed": self.wind_input.text(), + "zone": selected_zone, + "z_value": z_value, + "max_temp": self.max_temp_input.text(), + "min_temp": self.min_temp_input.text() + } + + def showEvent(self, event): + """Center dialog on parent window when shown.""" + super().showEvent(event) + if self.parent(): + parent_geo = self.parent().geometry() + x = parent_geo.x() + (parent_geo.width() - self.width()) // 2 + y = parent_geo.y() + (parent_geo.height() - self.height()) // 2 + self.move(x, y) + + class ProjectLocationDialog(QDialog): - """Dialog for selecting project location with multiple input methods""" - - STATE_DISTRICTS = { - "Select State": ["Select District"], - "Delhi": ["Central Delhi", "East Delhi", "New Delhi", "North Delhi", "North East Delhi", - "North West Delhi", "South Delhi", "South East Delhi", "South West Delhi", "West Delhi"], - "Maharashtra": ["Mumbai", "Pune", "Nagpur", "Thane", "Nashik", "Aurangabad", "Solapur", - "Amravati", "Kolhapur", "Raigad", "Satara", "Sangli"], - "Karnataka": ["Bangalore", "Mysore", "Hubli", "Belgaum", "Mangalore", "Gulbarga", - "Bellary", "Bijapur", "Shimoga", "Tumkur", "Davangere"], - "Tamil Nadu": ["Chennai", "Coimbatore", "Madurai", "Tiruchirappalli", "Salem", "Tirunelveli", - "Tiruppur", "Erode", "Vellore", "Thoothukudi", "Dindigul"], - "West Bengal": ["Kolkata", "Howrah", "Darjeeling", "Siliguri", "Asansol", "Durgapur", - "Bardhaman", "Malda", "Jalpaiguri", "Murshidabad", "Nadia"] - } - + """Dialog for selecting project location with multiple input methods.""" + def __init__(self, parent=None): super().__init__(parent) - self.setMinimumWidth(850) - self.setMinimumHeight(650) + self.setMinimumWidth(780) + self.setMinimumHeight(520) self.setObjectName("project_location_dialog") + self.default_location = get_default_location() + + # Restore session-level state + self.custom_weather_data = LAST_CUSTOM_WEATHER_DATA + self._current_weather_data = LAST_WEATHER_DATA # Track current displayed weather + self.setStyleSheet(""" QDialog#project_location_dialog { - background-color: #FFFFFF; + background-color: #ffffff; border: 1px solid #90AF13; } + QLabel#headline { font-size: 15px; font-weight: 700; color: #2d2d2d; } + QLabel#hint { color: #4a4a4a; } + QRadioButton { font-size: 12px; color: #1f1f1f; } + QRadioButton::indicator { width: 16px; height: 16px; } + QRadioButton::indicator::unchecked { border: 2px solid #90AF13; border-radius: 9px; background: transparent; } + QRadioButton::indicator::checked { border: 2px solid #90AF13; background: #90AF13; border-radius: 9px; } + QCheckBox { font-size: 12px; color: #1f1f1f; } + QPushButton#primary { + background-color: #90AF13; + color: white; + border-radius: 6px; + padding: 8px 18px; + font-weight: 600; + } + QPushButton#primary:hover { background-color: #7a9b0f; } + QPushButton#primary:pressed { background-color: #64850c; } + QPushButton#ghost { + background-color: #f1f1f1; + color: #1d1d1d; + border-radius: 6px; + padding: 8px 14px; + font-weight: 600; + } + QPushButton#ghost:hover { background-color: #e6e6e6; } + QPushButton#ghost:pressed { background-color: #d9d9d9; } """) - + self._setup_ui() self._connect_signals() + + # Restore previous session state if available, otherwise apply defaults + self._restore_session_state() def setupWrapper(self): self.setWindowFlags(Qt.FramelessWindowHint | Qt.WindowSystemMenuHint) @@ -138,250 +447,706 @@ def setupWrapper(self): main_layout.addLayout(overlay) def _setup_ui(self): - """Setup the user interface""" self.setupWrapper() main_layout = QVBoxLayout(self.content_widget) - main_layout.setContentsMargins(20, 20, 20, 20) - main_layout.setSpacing(15) - - # Add sections - self._add_coordinates_section(main_layout) - self._add_separator(main_layout) - self._add_location_name_section(main_layout) - self._add_separator(main_layout) - self._add_map_section(main_layout) - self._add_separator(main_layout) - self._add_irc_values_section(main_layout) - self._add_separator(main_layout) - self._add_custom_params_section(main_layout) - - main_layout.addStretch() - - self._add_buttons(main_layout) + main_layout.setContentsMargins(18, 18, 18, 14) + main_layout.setSpacing(12) + + self._add_method_toggle(main_layout) + self._build_body(main_layout) + self._add_footer_buttons(main_layout) - def _add_coordinates_section(self, layout): - """Add the coordinates input section""" - coords_row = QHBoxLayout() - coords_row.setSpacing(15) - - self.coords_checkbox = QCheckBox("Enter Coordinates") - coords_row.addWidget(self.coords_checkbox) - coords_row.addStretch() - - lat_label = QLabel("Latitude (°)") - lat_label.setStyleSheet("font-size: 11px;") - coords_row.addWidget(lat_label) - - self.latitude_input = QLineEdit() - self.latitude_input.setMaximumWidth(120) - self.latitude_input.setEnabled(False) - apply_field_style(self.latitude_input) - coords_row.addWidget(self.latitude_input) + def _add_method_toggle(self, layout): + bar = QHBoxLayout() + bar.setSpacing(18) + + self.method_group = QButtonGroup(self) + self.method_radio_location = QRadioButton("Enter Location Name") + self.method_radio_map = QRadioButton("Select on Map") + + for radio in (self.method_radio_location, self.method_radio_map): + radio.setCursor(Qt.PointingHandCursor) + self.method_group.addButton(radio) + bar.addWidget(radio) + + self.method_radio_location.setChecked(True) + bar.addStretch() + + layout.addLayout(bar) + + def _build_body(self, layout): + body = QHBoxLayout() + body.setSpacing(14) + + left_card = QFrame() + left_card.setObjectName("leftCard") + left_card.setStyleSheet(""" + QFrame#leftCard { + background-color: #ffffff; + border: 1px solid #d8e2c4; + border-radius: 10px; + } + """) + left_layout = QVBoxLayout(left_card) + left_layout.setContentsMargins(14, 12, 14, 12) + left_layout.setSpacing(12) + + self.method_stack = QStackedWidget() + self._add_location_page() + self._add_map_page() + self.method_stack.setCurrentIndex(0) + left_layout.addWidget(self.method_stack) + + # Removed Lookup and Clear buttons row + + body.addWidget(left_card, 2) + + right_card = QFrame() + right_card.setObjectName("ircCard") + right_card.setStyleSheet(""" + QFrame#ircCard { + background-color: #f7fbf1; + border: 1px solid #90AF13; + border-radius: 10px; + } + QFrame#ircCard QLabel { border: none; background: transparent; } + QLabel#valueTitle { font-size: 12px; color: #4c6b10; font-weight: 700; } + QLabel#valueLabel { font-size: 12px; color: #1f1f1f; } + QLabel#valueStrong { font-size: 14px; font-weight: 800; color: #0f3e0a; } + """) + right_layout = QVBoxLayout(right_card) + right_layout.setContentsMargins(14, 12, 14, 12) + right_layout.setSpacing(8) + + title = QLabel("IRC 6 (2017) Values:") + title.setObjectName("valueTitle") + right_layout.addWidget(title) + + self.wind_speed_label = QLabel("Basic Wind Speed (m/sec): —") + self.wind_speed_label.setObjectName("valueLabel") + right_layout.addWidget(self.wind_speed_label) + + self.seismic_zone_label = QLabel("Seismic Zone: — Z = —") + self.seismic_zone_label.setObjectName("valueLabel") + right_layout.addWidget(self.seismic_zone_label) + + self.temp_label = QLabel("Shade Air Temperature (°C): — / —") + self.temp_label.setObjectName("valueLabel") + right_layout.addWidget(self.temp_label) + + right_layout.addItem(QSpacerItem(0, 6)) + + self.btn_custom_data = QPushButton("Custom Data") + self.btn_custom_data.setObjectName("primary") + self.btn_custom_data.setCursor(Qt.PointingHandCursor) + self.btn_custom_data.setMinimumWidth(150) + self.btn_custom_data.setAutoDefault(False) + right_layout.addWidget(self.btn_custom_data) - lng_label = QLabel("Longitude (°)") - lng_label.setStyleSheet("font-size: 11px;") - coords_row.addWidget(lng_label) + hint = QLabel("Manually overwrite wind, seismic zone & zone factor, and shade temps.") + hint.setWordWrap(True) + hint.setObjectName("hint") + right_layout.addWidget(hint) - self.longitude_input = QLineEdit() - self.longitude_input.setMaximumWidth(120) - self.longitude_input.setEnabled(False) - apply_field_style(self.longitude_input) - coords_row.addWidget(self.longitude_input) + # Zone Legend (shown when overlay is active) + self.legend_container = QWidget() + self.legend_container.setVisible(False) + legend_layout = QVBoxLayout(self.legend_container) + legend_layout.setContentsMargins(0, 10, 0, 0) + legend_layout.setSpacing(4) - layout.addLayout(coords_row) - - def _add_location_name_section(self, layout): - """Add the location name input section""" - location_row = QHBoxLayout() - location_row.setSpacing(15) + self.legend_title = QLabel("Legend:") + self.legend_title.setStyleSheet("font-weight: 700; font-size: 11px; color: #2d2d2d; border: none;") + legend_layout.addWidget(self.legend_title) - self.location_checkbox = QCheckBox("Enter Location Name") - location_row.addWidget(self.location_checkbox) - location_row.addStretch() + self.legend_items_widget = QWidget() + self.legend_items_layout = QVBoxLayout(self.legend_items_widget) + self.legend_items_layout.setContentsMargins(0, 0, 0, 0) + self.legend_items_layout.setSpacing(3) + legend_layout.addWidget(self.legend_items_widget) - state_label = QLabel("State") - state_label.setStyleSheet("font-size: 11px;") - location_row.addWidget(state_label) + right_layout.addWidget(self.legend_container) + right_layout.addStretch() + body.addWidget(right_card, 1) + + layout.addLayout(body) + + + def _add_location_page(self): + page = QWidget() + vbox = QVBoxLayout(page) + vbox.setContentsMargins(2, 2, 2, 2) + vbox.setSpacing(10) + + label = QLabel("Search by location name") + label.setObjectName("hint") + label.setSizePolicy(QSizePolicy.Preferred, QSizePolicy.Fixed) + label.setStyleSheet("font-weight: 700; color: #2d2d2d;") + vbox.addWidget(label) + + state_col = QVBoxLayout() + state_lbl = QLabel("State") self.state_combo = NoScrollComboBox() - self.state_combo.setMaximumWidth(150) - self.state_combo.setEnabled(False) - self.state_combo.addItems(list(self.STATE_DISTRICTS.keys())) + self.state_combo.addItems(get_state_list()) apply_field_style(self.state_combo) - location_row.addWidget(self.state_combo) - - district_label = QLabel("District") - district_label.setStyleSheet("font-size: 11px;") - location_row.addWidget(district_label) - + state_col.addWidget(state_lbl) + state_col.addWidget(self.state_combo) + + district_col = QVBoxLayout() + district_lbl = QLabel("District") self.district_combo = NoScrollComboBox() - self.district_combo.setMaximumWidth(150) - self.district_combo.setEnabled(False) self.district_combo.addItems(["Select District"]) apply_field_style(self.district_combo) - location_row.addWidget(self.district_combo) - - layout.addLayout(location_row) - - def _add_map_section(self, layout): - """Add the map selection section""" - map_section = QVBoxLayout() - map_section.setSpacing(8) - - self.map_checkbox = QCheckBox("Select on Map") - map_section.addWidget(self.map_checkbox) - - # Map placeholder - self.map_placeholder = QLabel() - self.map_placeholder.setAlignment(Qt.AlignCenter) - self.map_placeholder.setMinimumHeight(200) - self.map_placeholder.setText("Map Placeholder\n(Will be added later)") - self.map_placeholder.setEnabled(False) - map_section.addWidget(self.map_placeholder) - - layout.addLayout(map_section) - - def _add_irc_values_section(self, layout): - """Add the IRC 6 (2017) values section""" - results_section = QVBoxLayout() - results_section.setSpacing(8) + district_col.addWidget(district_lbl) + district_col.addWidget(self.district_combo) + + row = QHBoxLayout() + row.setSpacing(10) + row.addLayout(state_col) + row.addLayout(district_col) + row.addStretch() + vbox.addLayout(row) + vbox.addStretch() + + self.method_stack.addWidget(page) + + def _add_map_page(self): + page = QWidget() + page.setStyleSheet("background-color: #f5f8f2;") + vbox = QVBoxLayout(page) + vbox.setContentsMargins(0, 0, 0, 0) + vbox.setSpacing(6) + + # Zone overlay dropdown + overlay_container = QWidget() + overlay_container.setStyleSheet("background-color: #ffffff; border-bottom: 1px solid #d8e2c4;") + overlay_layout = QHBoxLayout(overlay_container) + overlay_layout.setContentsMargins(10, 8, 10, 8) + overlay_layout.setSpacing(10) - results_title = QLabel("IRC 6 (2017) Values") - results_section.addWidget(results_title) + overlay_label = QLabel("Zone Overlay:") + overlay_label.setStyleSheet("font-weight: 600; color: #2d2d2d; border: none;") + #overlay_layout.addWidget(overlay_label) - self.wind_speed_label = QLabel("Basic Wind Speed (m/sec)") - results_section.addWidget(self.wind_speed_label) + self.zone_overlay_combo = NoScrollComboBox() + self.zone_overlay_combo.addItems(["None", "Seismic Zone", "Wind Zone"]) + self.zone_overlay_combo.setMinimumWidth(140) + apply_field_style(self.zone_overlay_combo) + #overlay_layout.addWidget(self.zone_overlay_combo) - self.seismic_zone_label = QLabel("Seismic Zone and Zone Factor") - results_section.addWidget(self.seismic_zone_label) + overlay_layout.addStretch() + vbox.addWidget(overlay_container) + + self.map_view = NativeMapWidget() + vbox.addWidget(self.map_view, 1) + + # Coordinate inputs integrated here + coord_container = QWidget() + coord_container.setStyleSheet("background-color: #ffffff; border-top: 1px solid #d8e2c4;") + coord_layout = QVBoxLayout(coord_container) + coord_layout.setContentsMargins(10, 10, 10, 10) - self.temp_label = QLabel("Shade Air Temperature (°C)") - results_section.addWidget(self.temp_label) + coord_label = QLabel("Enter Coordinates or Select on Map") + coord_label.setStyleSheet("font-weight: bold; color: #2d2d2d;") + coord_layout.addWidget(coord_label) + + row = QHBoxLayout() + row.setSpacing(10) + + lat_col = QVBoxLayout() + lat_lbl = QLabel("Latitude (°)") + self.latitude_input = QLineEdit() + apply_field_style(self.latitude_input) + lat_col.addWidget(lat_lbl) + lat_col.addWidget(self.latitude_input) + + lng_col = QVBoxLayout() + lng_lbl = QLabel("Longitude (°)") + self.longitude_input = QLineEdit() + apply_field_style(self.longitude_input) + lng_col.addWidget(lng_lbl) + lng_col.addWidget(self.longitude_input) + + row.addLayout(lat_col) + row.addLayout(lng_col) + coord_layout.addLayout(row) - layout.addLayout(results_section) - - def _add_custom_params_section(self, layout): - """Add the custom loading parameters checkbox""" - self.custom_params_checkbox = QCheckBox("Tabulate Custom Loading Parameters") - layout.addWidget(self.custom_params_checkbox) - - def _add_separator(self, layout): - """Add a horizontal separator line""" - line = QFrame() - line.setFrameShape(QFrame.HLine) - line.setFrameShadow(QFrame.Sunken) - line.setStyleSheet("background-color: #d0d0d0;") - layout.addWidget(line) - - def _add_buttons(self, layout): - """Add OK and Cancel buttons""" - btn_layout = QHBoxLayout() - btn_layout.addStretch() + vbox.addWidget(coord_container) + + # Connect map signal + self.map_view.locationSelected.connect(self._on_map_location_selected) + + self.method_stack.addWidget(page) + + def validate_and_save(self): + if not self._current_weather_data: + QMessageBox.warning(self, "Incomplete Data", "Please select a location either on the map or from the dropdown menu.") + return + + # Ensure all critical fields are present + w = self._current_weather_data + missing = [] + if not w.get("wind_speed") and w.get("wind_speed") != 0: + missing.append("Wind Speed") + if not w.get("zone"): + missing.append("Seismic Zone") + if w.get("max_temp") is None or w.get("min_temp") is None: + missing.append("Temperature") + if missing: + QMessageBox.warning(self, "Incomplete Data", f"Missing data: {', '.join(missing)}.\nPlease select a different location or use Custom Data to enter values manually.") + return + + self.accept() + + def _add_footer_buttons(self, layout): + footer = QHBoxLayout() + footer.addStretch() + ok_btn = QPushButton("OK") + ok_btn.setObjectName("primary") ok_btn.setCursor(Qt.CursorShape.PointingHandCursor) - ok_btn.setMinimumWidth(100) - ok_btn.clicked.connect(self.accept) - btn_layout.addWidget(ok_btn) - + ok_btn.setMinimumWidth(90) + ok_btn.clicked.connect(self.validate_and_save) + ok_btn.setAutoDefault(False) + footer.addWidget(ok_btn) + cancel_btn = QPushButton("Cancel") + cancel_btn.setObjectName("ghost") cancel_btn.setCursor(Qt.CursorShape.PointingHandCursor) - cancel_btn.setMinimumWidth(100) + cancel_btn.setMinimumWidth(90) cancel_btn.clicked.connect(self.reject) - btn_layout.addWidget(cancel_btn) - - layout.addLayout(btn_layout) + cancel_btn.setAutoDefault(False) + footer.addWidget(cancel_btn) + + layout.addLayout(footer) def _connect_signals(self): - """Connect all signal handlers""" - # Enable/disable coordinates inputs - self.coords_checkbox.stateChanged.connect( - lambda state: self._toggle_coordinates_inputs(state == 2) - ) + self.method_radio_location.toggled.connect(lambda: self._set_active_method("location_name")) + self.method_radio_map.toggled.connect(lambda: self._set_active_method("map")) + self.state_combo.currentTextChanged.connect(self._on_state_changed) + # Auto-update on district change + self.district_combo.currentTextChanged.connect(self._on_district_changed) - # Enable/disable location inputs - self.location_checkbox.stateChanged.connect( - lambda state: self._toggle_location_inputs(state == 2) - ) + # New Signals + self.btn_custom_data.clicked.connect(self._open_custom_dialog) - # Handle map checkbox - self.map_checkbox.stateChanged.connect(self._on_map_checkbox_changed) + # Enter key on coordinates updates map + self.latitude_input.returnPressed.connect(self._sync_map_from_inputs) + self.longitude_input.returnPressed.connect(self._sync_map_from_inputs) - # Update districts when state changes - self.state_combo.currentTextChanged.connect(self._on_state_changed) + # Zone overlay dropdown + self.zone_overlay_combo.currentTextChanged.connect(self._on_zone_overlay_changed) + + def _set_active_method(self, method): + if method == "location_name" and self.method_radio_location.isChecked(): + self.method_stack.setCurrentIndex(0) + self.latitude_input.setEnabled(False) + self.longitude_input.setEnabled(False) + self.state_combo.setEnabled(True) + self.district_combo.setEnabled(True) + self.map_view.setEnabled(False) + elif method == "map" and self.method_radio_map.isChecked(): + self.method_stack.setCurrentIndex(1) + self.latitude_input.setEnabled(True) + self.longitude_input.setEnabled(True) + self.state_combo.setEnabled(False) + self.district_combo.setEnabled(False) + self.map_view.setEnabled(True) + + def _apply_default_location(self): + state = self.default_location.get("state", "") + station = self.default_location.get("station", "") + + # Block signals to avoid overwriting persisted custom data during initialization + self.state_combo.blockSignals(True) + self.district_combo.blockSignals(True) + + if state: + idx = self.state_combo.findText(state) + if idx >= 0: + self.state_combo.setCurrentIndex(idx) + + if station: + idx = self.district_combo.findText(station) + if idx >= 0: + self.district_combo.setCurrentIndex(idx) + + self.state_combo.blockSignals(False) + self.district_combo.blockSignals(False) + + def _restore_session_state(self): + """Restore previous session state or apply defaults if first open.""" + global LAST_LOCATION_METHOD, LAST_LOCATION_DATA, LAST_WEATHER_DATA + + if self.custom_weather_data: + self._clear_map_selection() + self._clear_location_selection() + LAST_LOCATION_METHOD = None + LAST_LOCATION_DATA = None + self._current_weather_data = self.custom_weather_data + self._update_irc_values(self.custom_weather_data) + return + + if LAST_LOCATION_METHOD and LAST_LOCATION_DATA: + # Restore the previously selected method + if LAST_LOCATION_METHOD == "location_name": + self.method_radio_location.setChecked(True) + self._set_active_method("location_name") + + # Restore state and district + self.state_combo.blockSignals(True) + self.district_combo.blockSignals(True) + + state = LAST_LOCATION_DATA.get("state", "") + district = LAST_LOCATION_DATA.get("district", "") + + if state: + idx = self.state_combo.findText(state) + if idx >= 0: + self.state_combo.setCurrentIndex(idx) + # Populate districts for selected state + districts = get_station_list(state, include_placeholder=True) + self.district_combo.clear() + self.district_combo.addItems(districts) + + if district: + idx = self.district_combo.findText(district) + if idx >= 0: + self.district_combo.setCurrentIndex(idx) + + self.state_combo.blockSignals(False) + self.district_combo.blockSignals(False) + + elif LAST_LOCATION_METHOD == "map": + self.method_radio_map.setChecked(True) + self._set_active_method("map") + + # Restore coordinates + lat = LAST_LOCATION_DATA.get("latitude", "") + lon = LAST_LOCATION_DATA.get("longitude", "") + + if lat: + self.latitude_input.setText(str(lat)) + if lon: + self.longitude_input.setText(str(lon)) + + # Update map marker if coordinates are valid + try: + if lat and lon: + self.map_view.set_marker_location(float(lat), float(lon)) + except (ValueError, TypeError): + pass + + # Restore weather data (custom or looked-up) + if self.custom_weather_data: + self._update_irc_values(self.custom_weather_data) + elif LAST_WEATHER_DATA: + self._update_irc_values(LAST_WEATHER_DATA) + else: + # First time opening - apply defaults + self._apply_default_location() + self._set_active_method("location_name") + + def _on_map_location_selected(self, lat, lng): + self.latitude_input.setText(f"{lat:.6f}") + self.longitude_input.setText(f"{lng:.6f}") + # Perform zone lookup for coordinates + self._lookup_zones_for_coordinates(lat, lng) + + def _sync_map_from_inputs(self): + """Called when Enter is pressed on manual coordinate inputs.""" + try: + lat = float(self.latitude_input.text()) + lon = float(self.longitude_input.text()) + # Update map + self.map_view.set_marker_location(lat, lon) + # Perform zone lookup for coordinates + self._lookup_zones_for_coordinates(lat, lon) + except ValueError: + # Optionally show error or just ignore invalid input until valid + pass - def _toggle_coordinates_inputs(self, enabled): - """Enable or disable coordinate input fields""" - self.latitude_input.setEnabled(enabled) - self.longitude_input.setEnabled(enabled) + def _on_zone_overlay_changed(self, text: str): + """Handle zone overlay dropdown change.""" + overlay_map = { + "None": "none", + "Seismic Zone": "seismic", + "Wind Zone": "wind" + } + overlay_type = overlay_map.get(text, "none") + self.map_view.set_overlay_type(overlay_type, opacity=0.5) + + # Update legend + self._update_zone_legend(overlay_type) - def _toggle_location_inputs(self, enabled): - """Enable or disable location input fields""" - self.state_combo.setEnabled(enabled) - self.district_combo.setEnabled(enabled) + def _update_zone_legend(self, overlay_type: str): + """Update the legend display based on overlay type.""" + # Clear existing legend items + while self.legend_items_layout.count(): + item = self.legend_items_layout.takeAt(0) + if item.widget(): + item.widget().deleteLater() + + if overlay_type == "none": + self.legend_container.setVisible(False) + return + + self.legend_container.setVisible(True) + + if overlay_type == "seismic": + # Seismic zone legend colors (from the seismic map image) + zones = [ + ("Zone II", "#a8d8f0"), # Light blue + ("Zone III", "#f5f5a0"), # Light yellow + ("Zone IV", "#90d090"), # Light green + ("Zone V", "#f0a060"), # Orange + ] + elif overlay_type == "wind": + # Wind zone legend colors (from the wind map image) + zones = [ + ("56 m/s", "#f2b6c8"), # Light pink + ("50 m/s", "#e57373"), # Red / salmon + ("47 m/s", "#c6e6b8"), # Light green + ("44 m/s", "#cfe8f3"), # Light blue / cyan + ("39 m/s", "#fff3b0"), # Pale yellow + ("33 m/s", "#d6cfee"), # Light lavender + ] + + else: + return + + for label_text, color in zones: + self._add_legend_item(label_text, color) - def _on_state_changed(self, state_name): - """Update districts based on selected state""" - districts = self.STATE_DISTRICTS.get(state_name, ["Select District"]) - self.district_combo.clear() - self.district_combo.addItems(districts) + def _add_legend_item(self, label_text: str, color: str): + """Add a single legend item with a colored box and label.""" + item_widget = QWidget() + item_layout = QHBoxLayout(item_widget) + item_layout.setContentsMargins(0, 0, 0, 0) + item_layout.setSpacing(6) + + # Color box + color_box = QLabel() + color_box.setFixedSize(16, 12) + color_box.setStyleSheet(f"background-color: {color}; border: 1px solid #888; border-radius: 2px;") + item_layout.addWidget(color_box) + + # Label + label = QLabel(label_text) + label.setStyleSheet("font-size: 10px; color: #333; border: none;") + item_layout.addWidget(label) + item_layout.addStretch() + + self.legend_items_layout.addWidget(item_widget) - def _on_map_checkbox_changed(self, state): - """Handle map checkbox state changes""" - enabled = (state == 2) - self.map_placeholder.setEnabled(enabled) - - if enabled: - self.map_placeholder.setStyleSheet(""" - QLabel { - border: 2px solid #90AF13; - background-color: white; - padding: 20px; - color: #666666; - } - """) - self.map_placeholder.setText( - "Map Placeholder\n(Click to select location)\n(Will be implemented later)" - ) - else: - self.map_placeholder.setStyleSheet(""" - QLabel { - border: 1px solid #e0e0e0; - background-color: #f5f5f5; - padding: 20px; - color: #999999; - } - """) - self.map_placeholder.setText("Map Placeholder\n(Will be added later)") + def _clear_map_selection(self): + """Clear map marker and coordinate inputs.""" + # Clear the map marker + self.map_view.marker_lat = None + self.map_view.marker_lon = None + self.map_view.update() + + # Clear coordinate inputs + self.latitude_input.clear() + self.longitude_input.clear() - def get_selected_location(self): - """ - Get the selected location data + def _clear_location_selection(self): + """Reset location name dropdowns to default state.""" + # Block signals to prevent triggering data fetch + self.state_combo.blockSignals(True) + self.district_combo.blockSignals(True) - Returns: - dict: Dictionary containing location information based on selection method - """ - result = { - 'method': None, - 'data': {} + # Reset to first item ("Select State") + if self.state_combo.count() > 0: + self.state_combo.setCurrentIndex(0) + + # Reset district to placeholder + self.district_combo.clear() + self.district_combo.addItems(["Select District"]) + + self.state_combo.blockSignals(False) + self.district_combo.blockSignals(False) + + def _lookup_zones_for_coordinates(self, lat: float, lon: float): + """Lookup wind, seismic zones and temperature for given coordinates and update UI.""" + global LAST_CUSTOM_WEATHER_DATA, LAST_WEATHER_DATA, LAST_LOCATION_METHOD, LAST_LOCATION_DATA + + zone_data = get_zones_for_coordinates(lat, lon) + temp_data = get_temperature_for_coordinates(lat, lon) + # Assuming that valid locations within India will always have a seismic zone/wind speed + missing_zone = not zone_data.get("seismic_zone") + missing_wind = zone_data.get("wind_Vb") in (None, "") + missing_max_temp = temp_data.get("max_temp") is None + missing_min_temp = temp_data.get("min_temp") is None + if missing_zone or missing_wind or missing_max_temp or missing_min_temp: + QMessageBox.warning(self, "Location Error", "Data for this location is not available.") + # Clear the pin from the map + self._clear_map_selection() + # Clear IRC values + self._update_irc_values(None) + # Clear global session variables + self.custom_weather_data = None + LAST_CUSTOM_WEATHER_DATA = None + LAST_WEATHER_DATA = None + LAST_LOCATION_METHOD = None + LAST_LOCATION_DATA = None + self._current_weather_data = None + return + # Convert to weather dict format for _update_irc_values + weather = { + "wind_speed": zone_data.get("wind_Vb"), + "zone": zone_data.get("seismic_zone"), + "z_value": zone_data.get("zone_factor"), + "max_temp": temp_data.get("max_temp"), + "min_temp": temp_data.get("min_temp"), } - if self.coords_checkbox.isChecked(): - result['method'] = 'coordinates' - result['data'] = { - 'latitude': self.latitude_input.text(), - 'longitude': self.longitude_input.text() - } - elif self.location_checkbox.isChecked(): + # Clear location name selection since we're using map method + self._clear_location_selection() + + self.custom_weather_data = None + LAST_CUSTOM_WEATHER_DATA = None + + # Save looked-up weather and location data + LAST_WEATHER_DATA = weather + LAST_LOCATION_METHOD = "map" + LAST_LOCATION_DATA = { + "latitude": self.latitude_input.text(), + "longitude": self.longitude_input.text() + } + self._current_weather_data = weather + self._update_irc_values(weather) + + def _on_state_changed(self, state_name): + global LAST_WEATHER_DATA, LAST_LOCATION_METHOD, LAST_LOCATION_DATA + + districts = get_station_list(state_name, include_placeholder=True) + self.district_combo.blockSignals(True) # Prevent premature triggering + self.district_combo.clear() + self.district_combo.addItems(districts) + self.district_combo.blockSignals(False) + self._current_weather_data = None + LAST_WEATHER_DATA = None + LAST_LOCATION_METHOD = None + LAST_LOCATION_DATA = None + self._update_irc_values(None) # Clear values on state change + + def _on_district_changed(self, district_name): + global LAST_CUSTOM_WEATHER_DATA, LAST_WEATHER_DATA, LAST_LOCATION_METHOD, LAST_LOCATION_DATA + + if not district_name or district_name == "Select District": + self.custom_weather_data = None + LAST_CUSTOM_WEATHER_DATA = None + LAST_WEATHER_DATA = None + LAST_LOCATION_METHOD = None + LAST_LOCATION_DATA = None + self._current_weather_data = None + self._update_irc_values(None) + return + + state = self.state_combo.currentText() + if not state or state == "Select State": + return # Should not happen if logic is correct + + weather = get_weather(state, district_name) + + # If DB is missing zone/wind data, use lat/long to query shapefiles + if weather and (not weather.get("zone") or not weather.get("wind_speed")): + lat = weather.get("latitude") + lon = weather.get("longitude") + if lat is not None and lon is not None: + # Use coordinates to fetch from shapefiles + zone_data = get_zones_for_coordinates(float(lat), float(lon)) + + # Fill in missing values + if not weather.get("zone") and zone_data.get("seismic_zone"): + weather["zone"] = zone_data.get("seismic_zone") + if zone_data.get("zone_factor"): + weather["z_value"] = zone_data.get("zone_factor") + + if not weather.get("wind_speed") and zone_data.get("wind_Vb"): + weather["wind_speed"] = zone_data.get("wind_Vb") + + # Clear map selection since we're using location name method + self._clear_map_selection() + + # Clear custom data if user selects a new district, implying they want database values + self.custom_weather_data = None + LAST_CUSTOM_WEATHER_DATA = None + + # Save looked-up weather and location data + LAST_WEATHER_DATA = weather + LAST_LOCATION_METHOD = "location_name" + LAST_LOCATION_DATA = { + "state": state, + "district": district_name + } + self._current_weather_data = weather + self._update_irc_values(weather) + + def _open_custom_dialog(self): + dlg = CustomWeatherDataDialog(self, self.custom_weather_data) + if dlg.exec() == QDialog.Accepted: + self.custom_weather_data = dlg.get_data() + global LAST_CUSTOM_WEATHER_DATA, LAST_WEATHER_DATA, LAST_LOCATION_METHOD, LAST_LOCATION_DATA + LAST_CUSTOM_WEATHER_DATA = self.custom_weather_data + LAST_WEATHER_DATA = self.custom_weather_data + LAST_LOCATION_METHOD = None + LAST_LOCATION_DATA = None + self._clear_map_selection() + self._clear_location_selection() + self._current_weather_data = self.custom_weather_data + self._update_irc_values(self.custom_weather_data) + + def _update_irc_values(self, weather): + if not weather: + self.wind_speed_label.setText("Basic Wind Speed (m/sec): —") + self.seismic_zone_label.setText("Seismic Zone: — Z = —") + self.temp_label.setText("Shade Air Temperature (°C): — / —") + return + + wind_txt = "—" if weather.get("wind_speed") is None else f"{weather['wind_speed']}" + zone_txt = weather.get("zone") if weather.get("zone") else "—" + z_val = weather.get("z_value") + z_txt = "—" if z_val is None else f"{z_val}" + if not z_txt or z_txt == "None": z_txt = "—" + + max_temp = weather.get("max_temp") + min_temp = weather.get("min_temp") + max_txt = "—" if max_temp is None else f"{max_temp}" + min_txt = "—" if min_temp is None else f"{min_temp}" + + self.wind_speed_label.setText(f"Basic Wind Speed (m/sec): {wind_txt}") + self.seismic_zone_label.setText(f"Seismic Zone: {zone_txt} Z = {z_txt}") + self.temp_label.setText(f"Shade Air Temperature (°C): {max_txt} / {min_txt}") + + def get_selected_location(self): + result = {'method': None, 'data': {}, 'weather_data': None} + + if self.method_radio_location.isChecked(): result['method'] = 'location_name' result['data'] = { 'state': self.state_combo.currentText(), 'district': self.district_combo.currentText() } - elif self.map_checkbox.isChecked(): + elif self.method_radio_map.isChecked(): result['method'] = 'map' - result['data'] = {} # Will be populated when map is implemented + # Both map clicks and manual coordinate entry populate these fields + result['data'] = { + 'latitude': self.latitude_input.text(), + 'longitude': self.longitude_input.text() + } - result['custom_params'] = self.custom_params_checkbox.isChecked() + # Include weather data (custom or looked-up) for backend calculations + if self.custom_weather_data: + result['weather_data'] = self.custom_weather_data + elif self._current_weather_data: + result['weather_data'] = self._current_weather_data - return result \ No newline at end of file + # Deprecated: kept for backward compatibility + if self.custom_weather_data: + result['custom_weather_data'] = self.custom_weather_data + + return result diff --git a/src/osdagbridge/desktop/ui/docks/input_dock.py b/src/osdagbridge/desktop/ui/docks/input_dock.py index f170b83e4..3c3196670 100644 --- a/src/osdagbridge/desktop/ui/docks/input_dock.py +++ b/src/osdagbridge/desktop/ui/docks/input_dock.py @@ -712,23 +712,9 @@ def show_project_location_dialog(self): if dialog.exec() == QDialog.Accepted: location_data = dialog.get_selected_location() + if hasattr(self.backend, "set_input_value"): + self.backend.set_input_value(KEY_PROJECT_LOCATION, location_data) - # Process the location data as needed - if location_data['method'] == 'coordinates': - lat = location_data['data']['latitude'] - lon = location_data['data']['longitude'] - print(f"Selected coordinates: {lat}, {lon}") - - elif location_data['method'] == 'location_name': - state = location_data['data']['state'] - district = location_data['data']['district'] - print(f"Selected location: {district}, {state}") - - elif location_data['method'] == 'map': - print("Map selection (to be implemented)") - - if location_data['custom_params']: - print("Custom loading parameters requested") # Lock-Tooltip-Events-Starts------------------------------------------------------------------------- def eventFilter(self, obj, event): diff --git a/src/osdagbridge/desktop/ui/widgets/native_map.py b/src/osdagbridge/desktop/ui/widgets/native_map.py new file mode 100644 index 000000000..604992881 --- /dev/null +++ b/src/osdagbridge/desktop/ui/widgets/native_map.py @@ -0,0 +1,362 @@ + +import math +from pathlib import Path +from functools import lru_cache +from PySide6.QtWidgets import QWidget +from PySide6.QtCore import Qt, Signal, QPoint, QPointF, QRect, QRectF, QUrl +from PySide6.QtGui import QPainter, QPixmap, QImage, QBrush, QColor, QPen, QMouseEvent, QWheelEvent, QPainterPath +from PySide6.QtNetwork import QNetworkAccessManager, QNetworkRequest, QNetworkDiskCache, QNetworkReply + +# Path to zone overlay images +_DATA_DIR = Path(__file__).resolve().parent.parent.parent.parent / "core" / "data" / "project_location" +SEISMIC_ZONE_IMAGE = _DATA_DIR / "seismic.png" +WIND_ZONE_IMAGE = _DATA_DIR / "wind.png" + +# India bounding box (approximate) for overlay alignment +# These are the geographic bounds the overlay images represent +INDIA_BOUNDS = { + "north": 35, # Northern-most latitude + "south": 6.5, # Southern-most latitude + "west": 68.0, # Western-most longitude + "east": 97.5, # Eastern-most longitude +} + +class NativeMapWidget(QWidget): + """ + A native tile-based map widget that fetches OpenStreetMap tiles + and renders them using QPainter. this avoids QWebEngineView dependency. + """ + locationSelected = Signal(float, float) # Emits (lat, lon) on click + + def __init__(self, parent=None): + super().__init__(parent) + self.setMouseTracking(True) + + # Initial View (Center of India roughly) + self.latitude = 20.5937 + self.longitude = 78.9629 + self.zoom = 5 + self.min_zoom = 4 # Restrict zoom out to keep focus on India + self.max_zoom = 18 + + # Marker (None initially, or set to a default) + self.marker_lat = None + self.marker_lon = None + + # Tile size + self.tile_size = 256 + + # Network Manager for fetching tiles + self.manager = QNetworkAccessManager(self) + self.cache = QNetworkDiskCache(self) + self.cache.setCacheDirectory("osdag_map_cache") + self.cache.setMaximumCacheSize(50 * 1024 * 1024) # 50 MB + self.manager.setCache(self.cache) + + # In-memory image cache (url -> QPixmap) + self.pixmap_cache = {} + + # Interaction state + self._last_mouse_pos = QPoint() + self._is_panning = False + self._mouse_press_pos = QPoint() # To distinguish click from pan + + # Overlay settings ("none", "seismic", "wind") + self._overlay_type = "none" + self._overlay_opacity = 0.5 # 50% opacity + self._overlay_pixmap = None # Cached QPixmap for the overlay + + # Initialize + self.setMinimumSize(400, 300) + + def paintEvent(self, event): + painter = QPainter(self) + painter.setRenderHint(QPainter.Antialiasing) + + width = self.width() + height = self.height() + + # 1. Calculate center pixel in world coordinates + center_px_x, center_px_y = self.lat_lon_to_pixel(self.latitude, self.longitude, self.zoom) + + # 2. Determine visible tile range + # Top-left of the viewport in world pixels + view_x = center_px_x - width / 2 + view_y = center_px_y - height / 2 + + start_col = math.floor(view_x / self.tile_size) + end_col = math.floor((view_x + width) / self.tile_size) + start_row = math.floor(view_y / self.tile_size) + end_row = math.floor((view_y + height) / self.tile_size) + + total_tiles = 2 ** self.zoom + + # 3. Draw Tiles + for col in range(start_col, end_col + 1): + for row in range(start_row, end_row + 1): + # Handle wrapping for x (longitude) + tile_x = col % total_tiles + tile_y = row + + # Check bounds for y (latitude doesn't wrap typically for Mercator) + if tile_y < 0 or tile_y >= total_tiles: + continue + + # Logic to draw the specific tile + self.draw_tile(painter, tile_x, tile_y, col, row, view_x, view_y) + + # 3.5. Draw zone overlay if active + if self._overlay_type != "none" and self._overlay_pixmap: + self._draw_zone_overlay(painter, view_x, view_y) + + # 4. Draw Marker (Pin) if it exists + if self.marker_lat is not None and self.marker_lon is not None: + marker_px_x, marker_px_y = self.lat_lon_to_pixel(self.marker_lat, self.marker_lon, self.zoom) + screen_marker_x = marker_px_x - view_x + screen_marker_y = marker_px_y - view_y + + # Draw simple pin + painter.setBrush(QBrush(QColor(255, 0, 0))) + painter.setPen(Qt.NoPen) + # Circle head + painter.drawEllipse(QPointF(screen_marker_x, screen_marker_y - 15), 8, 8) + # Triangle pointing down + path = QPainterPath() + path.moveTo(screen_marker_x - 7, screen_marker_y - 11) + path.lineTo(screen_marker_x + 7, screen_marker_y - 11) + path.lineTo(screen_marker_x, screen_marker_y) + path.closeSubpath() + painter.drawPath(path) + + painter.end() + + def draw_tile(self, painter, tile_x, tile_y, col, row, view_x, view_y): + url = f"https://tile.openstreetmap.org/{self.zoom}/{tile_x}/{tile_y}.png" + + # Calculate screen position + screen_x = (col * self.tile_size) - view_x + screen_y = (row * self.tile_size) - view_y + + if url in self.pixmap_cache: + painter.drawPixmap(int(screen_x), int(screen_y), self.pixmap_cache[url]) + else: + # Draw placeholder + painter.setBrush(QColor(240, 240, 240)) + painter.drawRect(int(screen_x), int(screen_y), self.tile_size, self.tile_size) + self.fetch_tile(url) + + def fetch_tile(self, url): + request = QNetworkRequest(QUrl(url)) + request.setAttribute(QNetworkRequest.CacheLoadControlAttribute, QNetworkRequest.PreferCache) + # Identify user agent as polite usage policy requires + request.setHeader(QNetworkRequest.UserAgentHeader, "OsdagBridge/1.0 (Garvit)") + + reply = self.manager.get(request) + reply.finished.connect(lambda: self.on_tile_loaded(reply, url)) + + def on_tile_loaded(self, reply, url): + if reply.error() == QNetworkReply.NoError: + data = reply.readAll() + pixmap = QPixmap() + pixmap.loadFromData(data) + self.pixmap_cache[url] = pixmap + self.update() # Trigger repaint + reply.deleteLater() + + # --- Interaction --- + def mousePressEvent(self, event: QMouseEvent): + if event.button() == Qt.LeftButton: + self._is_panning = True + self._last_mouse_pos = event.pos() + self._mouse_press_pos = event.pos() + self.setCursor(Qt.ClosedHandCursor) + + def mouseMoveEvent(self, event: QMouseEvent): + if self._is_panning: + delta = event.pos() - self._last_mouse_pos + self._last_mouse_pos = event.pos() + + # Panning moves the map view provided we shift center opposite to mouse + # Convert screen delta to world pixel delta + self.pan_map(-delta.x(), -delta.y()) + + def mouseReleaseEvent(self, event: QMouseEvent): + if event.button() == Qt.LeftButton: + self._is_panning = False + self.setCursor(Qt.ArrowCursor) + + # Check if it was a click (distance moved < threshold) + dist = (event.pos() - self._mouse_press_pos).manhattanLength() + if dist < 5: + # Clicked! Place marker. + self.place_marker_at_screen_pos(event.pos()) + + def place_marker_at_screen_pos(self, screen_pos): + # Convert screen click to world lat/lon + width = self.width() + height = self.height() + + center_px_x, center_px_y = self.lat_lon_to_pixel(self.latitude, self.longitude, self.zoom) + view_x = center_px_x - width / 2 + view_y = center_px_y - height / 2 + + click_px_x = view_x + screen_pos.x() + click_px_y = view_y + screen_pos.y() + + lat, lon = self.pixel_to_lat_lon(click_px_x, click_px_y, self.zoom) + + self.marker_lat = lat + self.marker_lon = lon + self.locationSelected.emit(lat, lon) + self.update() + + def wheelEvent(self, event: QWheelEvent): + angle = event.angleDelta().y() + if angle > 0: + self.zoom_in() + else: + self.zoom_out() + + def zoom_in(self): + new_zoom = min(self.zoom + 1, self.max_zoom) + self.set_zoom(new_zoom) + + def zoom_out(self): + new_zoom = max(self.zoom - 1, self.min_zoom) + self.set_zoom(new_zoom) + + def set_zoom(self, new_zoom): + if new_zoom != self.zoom: + self.zoom = new_zoom + self.pixmap_cache.clear() # Clear cache on zoom change for simplicity or manage better + self.update() + + def pan_map(self, dx_px, dy_px): + # Convert pixel delta to lat/lon delta at current zoom + center_px_x, center_px_y = self.lat_lon_to_pixel(self.latitude, self.longitude, self.zoom) + + new_px_x = center_px_x + dx_px + new_px_y = center_px_y + dy_px + + self.latitude, self.longitude = self.pixel_to_lat_lon(new_px_x, new_px_y, self.zoom) + + # Clamp to India bounds to prevent navigating away + self.latitude = max(min(self.latitude, INDIA_BOUNDS["north"] + 1.0), INDIA_BOUNDS["south"] - 1.0) + self.longitude = max(min(self.longitude, INDIA_BOUNDS["east"] + 1.0), INDIA_BOUNDS["west"] - 1.0) + + self.update() + + # --- Math Helpers (Web Mercator) --- + def lat_lon_to_pixel(self, lat, lon, zoom): + n = 2 ** zoom + # x + x_norm = (lon + 180) / 360 + x_pixel = x_norm * n * self.tile_size + + # y + lat_rad = math.radians(lat) + # Avoid infinity at poles + lat_rad = max(min(lat_rad, 1.4844), -1.4844) + + y_norm = (1 - math.log(math.tan(lat_rad) + (1 / math.cos(lat_rad))) / math.pi) / 2 + y_pixel = y_norm * n * self.tile_size + + return x_pixel, y_pixel + + def pixel_to_lat_lon(self, x_pixel, y_pixel, zoom): + n = 2 ** zoom + + # lon + x_norm = x_pixel / (n * self.tile_size) + lon = x_norm * 360 - 180 + + # lat + y_norm = y_pixel / (n * self.tile_size) + n_inv_pi = math.pi * (1 - 2 * y_norm) + state = math.atan(math.sinh(n_inv_pi)) + lat = math.degrees(state) + + return lat, lon + + + def set_marker_location(self, lat, lon): + """ + Sets the marker location programmatically and centers the map. + This is useful for syncing when coordinates are entered manually. + """ + self.marker_lat = lat + self.marker_lon = lon + self.latitude = lat + self.longitude = lon + + # Center the view on the new location + if self.pixmap_cache: + # Optionally clear cache or just let it fetch new tiles + # self.pixmap_cache.clear() + pass + + self.locationSelected.emit(lat, lon) # Optional: emit signal if we want uniform behavior, + # but beware of infinite loops if connected to inputs! + # Typically we don't emit if setting FROM the input. + # We won't emit here to avoid loops. + self.update() + + def set_overlay_type(self, overlay_type: str, opacity: float = 0.5): + """ + Set the zone overlay to display on top of the map. + + Args: + overlay_type: One of "none", "seismic", or "wind" + opacity: Overlay opacity (0.0 to 1.0), default 0.5 (50%) + """ + self._overlay_type = overlay_type.lower() + self._overlay_opacity = max(0.0, min(1.0, opacity)) + + if self._overlay_type == "seismic" and SEISMIC_ZONE_IMAGE.exists(): + self._overlay_pixmap = QPixmap(str(SEISMIC_ZONE_IMAGE)) + elif self._overlay_type == "wind" and WIND_ZONE_IMAGE.exists(): + self._overlay_pixmap = QPixmap(str(WIND_ZONE_IMAGE)) + else: + self._overlay_pixmap = None + self._overlay_type = "none" + + self.update() + + def _draw_zone_overlay(self, painter: QPainter, view_x: float, view_y: float): + """ + Draw the zone overlay image on the map, aligned to India's geographic bounds. + """ + if not self._overlay_pixmap or self._overlay_pixmap.isNull(): + return + + # Calculate screen position for India's bounding box + # Top-left corner (north-west) + nw_px_x, nw_px_y = self.lat_lon_to_pixel( + INDIA_BOUNDS["north"], INDIA_BOUNDS["west"], self.zoom + ) + # Bottom-right corner (south-east) + se_px_x, se_px_y = self.lat_lon_to_pixel( + INDIA_BOUNDS["south"], INDIA_BOUNDS["east"], self.zoom + ) + + # Convert world pixels to screen pixels + screen_x = nw_px_x - view_x + screen_y = nw_px_y - view_y + screen_width = se_px_x - nw_px_x + screen_height = se_px_y - nw_px_y + + # Skip drawing if completely outside viewport + if (screen_x + screen_width < 0 or screen_x > self.width() or + screen_y + screen_height < 0 or screen_y > self.height()): + return + + # Set opacity + painter.setOpacity(self._overlay_opacity) + + # Draw scaled overlay + target_rect = QRectF(screen_x, screen_y, screen_width, screen_height) + source_rect = QRectF(self._overlay_pixmap.rect()) + painter.drawPixmap(target_rect.toRect(), self._overlay_pixmap, source_rect.toRect()) + + # Reset opacity + painter.setOpacity(1.0) From 5a563b0691f01dc054cb73ec9c31ee0fe896cfaa Mon Sep 17 00:00:00 2001 From: Nidhikhare12 Date: Thu, 12 Feb 2026 12:47:21 +0530 Subject: [PATCH 002/225] Logic: Update analysis and DB generation --- .../plate_girder/ui_fields_project_location.py | 4 ++-- .../core/data/project_location/database.py | 11 +++++++++-- .../core/data/project_location/zone_lookup.py | 2 +- 3 files changed, 12 insertions(+), 5 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields_project_location.py b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields_project_location.py index 91747ab83..b934e0a31 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields_project_location.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields_project_location.py @@ -12,9 +12,9 @@ from osdagbridge.core.data.project_location.database import Database -# Compute absolute path to weather.db sitting under core/data/project_location +# Compute absolute path to weather.sqlite sitting under core/data/project_location DB_PATH = os.path.abspath( - os.path.join(os.path.dirname(__file__), "..", "..", "data", "project_location", "weather.db") + os.path.join(os.path.dirname(__file__), "..", "..", "data", "project_location", "weather.sqlite") ) diff --git a/src/osdagbridge/core/data/project_location/database.py b/src/osdagbridge/core/data/project_location/database.py index 7c158d9fc..42899bd0f 100644 --- a/src/osdagbridge/core/data/project_location/database.py +++ b/src/osdagbridge/core/data/project_location/database.py @@ -9,7 +9,7 @@ class Database: stations = parent; temperature/zone/windspeed = children. """ - def __init__(self, db_name: str = 'weather.db'): + def __init__(self, db_name: str = 'weather.sqlite'): self.db_name = db_name self.connection: Optional[sqlite3.Connection] = None self.cursor: Optional[sqlite3.Cursor] = None @@ -18,9 +18,16 @@ def __init__(self, db_name: str = 'weather.db'): def connect(self): """Establish connection to the database.""" + db_missing = not os.path.exists(self.db_name) self.connection = sqlite3.connect(self.db_name) self.connection.execute("PRAGMA foreign_keys = ON") self.cursor = self.connection.cursor() + if db_missing or not self._table_exists("stations"): + schema_file = os.path.join(os.path.dirname(__file__), 'schema.sql') + if os.path.exists(schema_file): + with open(schema_file, 'r', encoding='utf-8') as f: + self.connection.executescript(f.read()) + self.connection.commit() def close(self): """Close the database connection.""" @@ -346,7 +353,7 @@ def get_statistics(self) -> Dict: # -------------------- quick manual test -------------------- if __name__ == '__main__': - db = Database('weather.db') + db = Database('weather.sqlite') print("Creating and populating database...") db.run_schema('schema.sql') diff --git a/src/osdagbridge/core/data/project_location/zone_lookup.py b/src/osdagbridge/core/data/project_location/zone_lookup.py index a44924c2c..e9f356ff0 100644 --- a/src/osdagbridge/core/data/project_location/zone_lookup.py +++ b/src/osdagbridge/core/data/project_location/zone_lookup.py @@ -174,7 +174,7 @@ def get_temperature_for_coordinates(lat: float, lon: float) -> Dict[str, Any]: } # Get the database path - db_path = os.path.join(os.path.dirname(__file__), "weather.db") + db_path = os.path.join(os.path.dirname(__file__), "weather.sqlite") if not os.path.exists(db_path): return result From b34a8df44f06c8eb8f59b4cb463fb21ff39676c8 Mon Sep 17 00:00:00 2001 From: AdityaWagh06 Date: Tue, 17 Feb 2026 14:27:55 +0530 Subject: [PATCH 003/225] refactor: material properties and UI cleanup --- .../bridge_types/plate_girder/ui_fields.py | 10 +- .../core/data/ResourceFiles/Intg_osdag.sqlite | Bin 249856 -> 0 bytes .../desktop/ui/dialogs/material_properties.py | 708 ++++++++++++++++++ .../desktop/ui/docks/dock_utils.py | 42 ++ .../desktop/ui/docks/input_dock.py | 639 +--------------- 5 files changed, 766 insertions(+), 633 deletions(-) delete mode 100644 src/osdagbridge/core/data/ResourceFiles/Intg_osdag.sqlite create mode 100644 src/osdagbridge/desktop/ui/dialogs/material_properties.py create mode 100644 src/osdagbridge/desktop/ui/docks/dock_utils.py diff --git a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py index 9dad090bf..dbb32b442 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py @@ -1,5 +1,6 @@ from osdagbridge.core.utils.common import * + class FrontendData: """Backend for Highway Bridge Design""" @@ -37,21 +38,18 @@ def input_values(self): t1 = (KEY_MODULE, KEY_DISP_FINPLATE, TYPE_MODULE, None, True, 'No Validator') options_list.append(t1) - # Type of Structure section t2 = (None, DISP_TITLE_STRUCTURE, TYPE_TITLE, None, True, 'No Validator') options_list.append(t2) t3 = (KEY_STRUCTURE_TYPE, KEY_DISP_STRUCTURE_TYPE, TYPE_COMBOBOX, VALUES_STRUCTURE_TYPE, True, 'No Validator') options_list.append(t3) - # Project Location section t4 = (None, DISP_TITLE_PROJECT, TYPE_TITLE, None, True, 'No Validator') options_list.append(t4) t5 = (KEY_PROJECT_LOCATION, KEY_DISP_PROJECT_LOCATION, TYPE_COMBOBOX, VALUES_PROJECT_LOCATION, True, 'No Validator') options_list.append(t5) - # Geometric Details section t6 = (None, DISP_TITLE_GEOMETRIC, TYPE_TITLE, None, True, 'No Validator') options_list.append(t6) @@ -67,7 +65,6 @@ def input_values(self): t10 = (KEY_SKEW_ANGLE, KEY_DISP_SKEW_ANGLE, TYPE_TEXTBOX, None, True, 'Double Validator') options_list.append(t10) - # Material Inputs section t11 = (None, DISP_TITLE_MATERIAL, TYPE_TITLE, None, True, 'No Validator') options_list.append(t11) @@ -81,7 +78,7 @@ def input_values(self): options_list.append(t14) return options_list - + def set_osdaglogger(self, key): """Logger setup""" print("Logger set up (mock)") @@ -92,5 +89,4 @@ def output_values(self, flag): def func_for_validation(self, design_inputs): """Validation Function""" - return None - + return None \ No newline at end of file diff --git a/src/osdagbridge/core/data/ResourceFiles/Intg_osdag.sqlite b/src/osdagbridge/core/data/ResourceFiles/Intg_osdag.sqlite deleted file mode 100644 index b03b1a1672d9d8c16b2a42290708beb46e1f44e2..0000000000000000000000000000000000000000 GIT binary patch literal 0 HcmV?d00001 literal 249856 zcmeFa3t&{$wJ?0nnfGLp$&(}m!jM1+@5xM_5I8G=1VRFY@J_2d3=t#(0xDE#Ia;k& zZuRy-E3H;rwYHztwzR#~R;6mKwqUEZt+v{#ZShg6D2j@YetYk=);^O53irSNy|@2A zqs-2nIdk?}Yp=cb-s`z|QOAbu>tel|x1PIZdn{>W8>VSMEM^#nDgMn6|M-<9{_ye# z(aP^X>}48LKAr0mcbU<5K3??fvzw?!TbHwOO0x6AWUvogBs!yfX#;rmZkWdsUG 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z(xVK0)o9rV4@Gur1Vt@msQF4IbpH|P4(hIHEPB~5r1Cisf< z5cVoOD*Qpr)(C$x_WMT|dreIb?qZc5p9~QKiRSDXuGX8%6$)YP8 diff --git a/src/osdagbridge/desktop/ui/dialogs/material_properties.py b/src/osdagbridge/desktop/ui/dialogs/material_properties.py new file mode 100644 index 000000000..eb81e0313 --- /dev/null +++ b/src/osdagbridge/desktop/ui/dialogs/material_properties.py @@ -0,0 +1,708 @@ +from PySide6.QtWidgets import ( + QDialog, QWidget, QVBoxLayout, QHBoxLayout, QLabel, QLineEdit, + QComboBox, QCheckBox, QStackedWidget +) +from PySide6.QtCore import Qt +from PySide6.QtGui import QDoubleValidator + +from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar +from osdagbridge.desktop.ui.docks.dock_utils import apply_field_style +from osdagbridge.core.bridge_types.plate_girder.ui_fields import VALUES_MATERIAL, VALUES_DECK_CONCRETE_GRADE + + +DIALOG_TITLE_MATERIAL_PROPERTIES = "Material Properties" #ui need to be generalized + +MEMBER_OPTION_GIRDER = "Girder" +MEMBER_OPTION_CROSS_BRACING = "Cross Bracing" +MEMBER_OPTION_END_DIAPHRAGM = "End Diaphragm" +MEMBER_OPTION_DECK = "Deck" + +MEMBER_OPTIONS = [ + MEMBER_OPTION_GIRDER, + MEMBER_OPTION_CROSS_BRACING, + MEMBER_OPTION_END_DIAPHRAGM, + MEMBER_OPTION_DECK +] + +MATPROP_LABEL_MEMBER = "Member" +MATPROP_LABEL_MATERIAL = "Material" +MATPROP_LABEL_DEFAULT = "Default" + +ECM_FACTOR_OPTION_QUARTZITE = "Quartzite/granite aggregates = 1" +ECM_FACTOR_OPTION_LIMESTONE = "Limestone aggregates = 0.9" +ECM_FACTOR_OPTION_SANDSTONE = "Sandstone aggregates = 0.7" +ECM_FACTOR_OPTION_BASALT = "Basalt aggregates = 1.2" +ECM_FACTOR_OPTION_CUSTOM = "Custom" + +ECM_FACTOR_OPTIONS = [ + (ECM_FACTOR_OPTION_QUARTZITE, 1.0), + (ECM_FACTOR_OPTION_LIMESTONE, 0.9), + (ECM_FACTOR_OPTION_SANDSTONE, 0.7), + (ECM_FACTOR_OPTION_BASALT, 1.2), + (ECM_FACTOR_OPTION_CUSTOM, None), +] + +ECM_FACTOR_LABELS = [text for text, _ in ECM_FACTOR_OPTIONS] +DEFAULT_ECM_FACTOR_LABEL = ECM_FACTOR_OPTIONS[0][0] +CUSTOM_ECM_FACTOR_LABEL = ECM_FACTOR_OPTION_CUSTOM + +PLACEHOLDER_CUSTOM_FACTOR = "Custom factor" +INCLUDE_MEDIAN_OPTION_NO = "No" +INCLUDE_MEDIAN_OPTION_YES = "Yes" + +STEEL_MODULUS_E_GPA = 200.0 +STEEL_MODULUS_G_GPA = 77.0 +STEEL_POISSON_RATIO = 0.30 +STEEL_THERMAL_COEFF = 11.7 + +STEEL_GRADE_BASE_VALUES = { + 250: {"Fy": 250, "Fu": 410}, + 275: {"Fy": 275, "Fu": 430}, + 300: {"Fy": 300, "Fu": 440}, + 350: {"Fy": 350, "Fu": 490}, + 410: {"Fy": 410, "Fu": 540}, + 450: {"Fy": 450, "Fu": 570}, + 550: {"Fy": 550, "Fu": 650}, + 600: {"Fy": 600, "Fu": 700}, + 650: {"Fy": 650, "Fu": 750}, +} + +CONCRETE_GRADE_BASE_VALUES = { + "M20": {"fck": 20.0, "fctm": 2.2, "Ecm": 22.0}, + "M25": {"fck": 25.0, "fctm": 2.6, "Ecm": 25.0}, + "M30": {"fck": 30.0, "fctm": 2.9, "Ecm": 30.0}, + "M35": {"fck": 35.0, "fctm": 3.2, "Ecm": 33.0}, + "M40": {"fck": 40.0, "fctm": 3.5, "Ecm": 34.0}, +} + +KEY_CONCRETE_FCK = "Characteristic Compressive (Cube) Strength of Concrete, (fck)cu (MPa)" +KEY_CONCRETE_FCTM = "Mean Tensile Strength of Concrete, fctm (MPa)" +KEY_CONCRETE_ECM = "Secant Modulus of Elasticity of Concrete, Ecm (GPa)" +KEY_ECM_FACTOR = "Ecm Multiplication Factor" +KEY_THERMAL_EXPANSION = "Thermal Expansion Coefficient, (×10⁻⁶/°C)" +KEY_STEEL_FU = "Ultimate Tensile Strength, Fu (MPa)" +KEY_STEEL_FY = "Yield Strength, Fy (MPa)" +KEY_STEEL_E = "Modulus of Elasticity, E (GPa)" +KEY_STEEL_G = "Modulus of Rigidity, G (GPa)" +KEY_STEEL_POISSON = "Poisson's Ratio, ν" + +DISP_CONCRETE_FCK = "Characteristic Compressive (Cube) Strength of Concrete, fck (MPa)" +DISP_CONCRETE_FCTM = "Mean Tensile Strength of Concrete, fctm (MPa)" +DISP_CONCRETE_ECM = "Secant Modulus of Elasticity of Concrete, Ecm (GPa)" +DISP_ECM_FACTOR = "Ecm Multiplication Factor" +DISP_THERMAL_EXPANSION = "Thermal Expansion Coefficient, (×10−6/°C)" +DISP_STEEL_FU = "Ultimate Tensile Strength, Fu (MPa)" +DISP_STEEL_FY = "Yield Strength, Fy (MPa)" +DISP_STEEL_E = "Modulus of Elasticity, E (GPa)" +DISP_STEEL_G = "Modulus of Rigidity, G (GPa)" +DISP_STEEL_POISSON = "Poisson's Ratio, ν" + + +TYPE_TEXTBOX = 'textbox' +TYPE_COMBOBOX = 'combobox' + +def material_properties_values(): + """Return list of material property fields""" + steel_props = [] + t1 = (KEY_STEEL_FU, DISP_STEEL_FU, TYPE_TEXTBOX, None, True, 'Double Validator') + steel_props.append(t1) + + t2 = (KEY_STEEL_FY, DISP_STEEL_FY, TYPE_TEXTBOX, None, True, 'Double Validator') + steel_props.append(t2) + + t3 = (KEY_STEEL_E, DISP_STEEL_E, TYPE_TEXTBOX, None, True, 'Double Validator') + steel_props.append(t3) + + t4 = (KEY_STEEL_G, DISP_STEEL_G, TYPE_TEXTBOX, None, True, 'Double Validator') + steel_props.append(t4) + + t5 = (KEY_STEEL_POISSON, DISP_STEEL_POISSON, TYPE_TEXTBOX, None, True, 'Double Validator') + steel_props.append(t5) + + t6 = (KEY_THERMAL_EXPANSION, DISP_THERMAL_EXPANSION, TYPE_TEXTBOX, None, True, 'Double Validator') + steel_props.append(t6) + + deck_props = [] + t7 = (KEY_CONCRETE_FCK, DISP_CONCRETE_FCK, TYPE_TEXTBOX, None, True, 'Double Validator') + deck_props.append(t7) + + t8 = (KEY_CONCRETE_FCTM, DISP_CONCRETE_FCTM, TYPE_TEXTBOX, None, True, 'Double Validator') + deck_props.append(t8) + + t9 = (KEY_CONCRETE_ECM, DISP_CONCRETE_ECM, TYPE_TEXTBOX, None, True, 'Double Validator') + deck_props.append(t9) + + t10 = (KEY_ECM_FACTOR, DISP_ECM_FACTOR, TYPE_COMBOBOX, ECM_FACTOR_LABELS, True, 'No Validator') + deck_props.append(t10) + + t11 = (KEY_THERMAL_EXPANSION, DISP_THERMAL_EXPANSION, TYPE_TEXTBOX, None, True, 'Double Validator') + deck_props.append(t11) + + return { + 'steel': steel_props, + 'deck': deck_props + } + +class NoScrollComboBox(QComboBox): + def wheelEvent(self, event): + event.ignore() + +class MaterialPropertiesDialog(QDialog): + MEMBER_OPTIONS = MEMBER_OPTIONS + STEEL_MEMBERS = {MEMBER_OPTION_GIRDER, MEMBER_OPTION_CROSS_BRACING, MEMBER_OPTION_END_DIAPHRAGM} + + def __init__(self, parent=None): + super().__init__(parent) + self.setWindowTitle(DIALOG_TITLE_MATERIAL_PROPERTIES) + self.setMinimumWidth(580) + self.setStyleSheet(""" + QDialog { + background-color: white; + border: 1px solid #90AF13; + } + """) + + self.parent_dock = parent + self._loading = False + self.current_member = None + self.member_data = {} + + self.material_props = material_properties_values() + self.steel_fields = self.material_props['steel'] + self.deck_fields = self.material_props['deck'] + + self.member_combo = NoScrollComboBox() + self.member_combo.addItems(self.MEMBER_OPTIONS) + apply_field_style(self.member_combo) + + self.material_combo = NoScrollComboBox() + apply_field_style(self.material_combo) + self.setupWrapper() + main_layout = QVBoxLayout(self.content_widget) + main_layout.setContentsMargins(20, 16, 20, 16) + + form_container = QWidget() + form_layout = QVBoxLayout(form_container) + form_layout.setContentsMargins(0, 0, 0, 0) + form_layout.setSpacing(12) + + member_row = QHBoxLayout() + member_row.setContentsMargins(0, 0, 0, 0) + member_row.setSpacing(18) + member_label = QLabel(MATPROP_LABEL_MEMBER) + member_label.setStyleSheet("font-size: 12px; color: #2d2d2d;") + member_label.setAlignment(Qt.AlignLeft | Qt.AlignVCenter) + member_label.setFixedWidth(280) + self.member_combo.setFixedWidth(242) + member_row.addWidget(member_label) + member_row.addWidget(self.member_combo) + member_row.addStretch() + form_layout.addLayout(member_row) + + material_row = QHBoxLayout() + material_row.setContentsMargins(0, 0, 0, 0) + material_row.setSpacing(18) + material_label = QLabel(MATPROP_LABEL_MATERIAL) + material_label.setStyleSheet("font-size: 12px; color: #2d2d2d;") + material_label.setAlignment(Qt.AlignLeft | Qt.AlignVCenter) + material_label.setFixedWidth(280) + self.material_combo.setFixedWidth(242) + material_row.addWidget(material_label) + material_row.addWidget(self.material_combo) + material_row.addStretch() + form_layout.addLayout(material_row) + + main_layout.addWidget(form_container) + + self.stack = QStackedWidget() + self.stack.setContentsMargins(0, 0, 0, 0) + self.steel_page = self._build_steel_form() + self.deck_page = self._build_deck_form() + self.stack.addWidget(self.steel_page) + self.stack.addWidget(self.deck_page) + main_layout.addWidget(self.stack) + + default_row = QHBoxLayout() + default_row.setContentsMargins(0, 0, 0, 0) + default_row.setSpacing(18) + default_label = QLabel(MATPROP_LABEL_DEFAULT) + default_label.setStyleSheet("font-size: 12px; color: #2d2d2d;") + default_label.setAlignment(Qt.AlignLeft | Qt.AlignVCenter) + default_label.setFixedWidth(280) + self.default_checkbox = QCheckBox() + + checkbox_container = QWidget() + checkbox_layout = QHBoxLayout(checkbox_container) + checkbox_layout.setContentsMargins(0, 0, 0, 0) + checkbox_layout.setSpacing(0) + checkbox_layout.addWidget(self.default_checkbox) + checkbox_layout.addStretch() + + default_row.addWidget(default_label) + default_row.addWidget(checkbox_container) + main_layout.addLayout(default_row) + + self.member_combo.currentTextChanged.connect(self._on_member_changed) + self.material_combo.currentTextChanged.connect(self._on_material_changed) + self.default_checkbox.stateChanged.connect(self._on_default_toggled) + + self._initialize_member_data() + self._on_member_changed(self.member_combo.currentText()) + self.setFixedSize(self.sizeHint()) + + def setupWrapper(self): + self.setWindowFlags(Qt.FramelessWindowHint | Qt.WindowSystemMenuHint) + + main_layout = QVBoxLayout(self) + main_layout.setContentsMargins(1, 1, 1, 1) + main_layout.setSpacing(0) + + self.title_bar = CustomTitleBar() + self.title_bar.setTitle(DIALOG_TITLE_MATERIAL_PROPERTIES) + main_layout.addWidget(self.title_bar) + + self.content_widget = QWidget(self) + main_layout.addWidget(self.content_widget, 1) + + def closeEvent(self, event): + self._save_current_member_form() + super().closeEvent(event) + + def _build_steel_form(self): + widget = QWidget() + layout = QVBoxLayout(widget) + layout.setContentsMargins(0, 0, 0, 0) + layout.setSpacing(10) + self.steel_field_inputs = {} + + for field_tuple in self.steel_fields: + key, display_label, widget_type, values, required, validator = field_tuple + + row = QHBoxLayout() + row.setContentsMargins(0, 0, 0, 0) + row.setSpacing(18) + + label = QLabel(display_label) + label.setTextFormat(Qt.RichText) + label.setStyleSheet("font-size: 12px; color: #2d2d2d;") + label.setAlignment(Qt.AlignLeft | Qt.AlignVCenter) + label.setFixedWidth(280) + label.setWordWrap(True) + + line_edit = QLineEdit() + line_edit.setFixedWidth(242) + apply_field_style(line_edit) + line_edit.setValidator(QDoubleValidator(0.0, 99999.0, 1)) + line_edit.textEdited.connect(self._handle_user_override) + self.steel_field_inputs[key] = line_edit + + row.addWidget(label) + row.addWidget(line_edit) + row.addStretch() + layout.addLayout(row) + + layout.addStretch() + return widget + + def _build_deck_form(self): + widget = QWidget() + layout = QVBoxLayout(widget) + layout.setContentsMargins(0, 0, 0, 0) + layout.setSpacing(10) + self.deck_field_inputs = {} + + for field_tuple in self.deck_fields: + key, display_label, widget_type, values, required, validator = field_tuple + + row = QHBoxLayout() + row.setContentsMargins(0, 0, 0, 0) + row.setSpacing(18) + + label = QLabel(display_label) + label.setTextFormat(Qt.RichText) + label.setStyleSheet("font-size: 12px; color: #2d2d2d;") + label.setAlignment(Qt.AlignLeft | Qt.AlignVCenter) + label.setFixedWidth(280) + label.setWordWrap(True) + + if key == KEY_ECM_FACTOR: + self.deck_factor_combo = NoScrollComboBox() + self.deck_factor_combo.addItems(values) + self.deck_factor_combo.setFixedWidth(242) + apply_field_style(self.deck_factor_combo) + self.deck_factor_combo.currentTextChanged.connect(self._on_factor_changed) + + self.deck_factor_custom_input = QLineEdit() + apply_field_style(self.deck_factor_custom_input) + self.deck_factor_custom_input.setPlaceholderText(PLACEHOLDER_CUSTOM_FACTOR) + self.deck_factor_custom_input.setFixedWidth(242) + self.deck_factor_custom_input.setVisible(False) + self.deck_factor_custom_input.setEnabled(False) + self.deck_factor_custom_input.setValidator(QDoubleValidator(0.1, 5.0, 1)) + self.deck_factor_custom_input.textEdited.connect(self._handle_user_override) + + row.addWidget(label) + row.addWidget(self.deck_factor_combo) + row.addStretch() + + self.deck_factor_custom_container = QWidget() + custom_layout = QHBoxLayout(self.deck_factor_custom_container) + custom_layout.setContentsMargins(0, 0, 0, 0) + custom_layout.setSpacing(18) + + custom_label = QLabel("") + custom_label.setFixedWidth(280) + custom_layout.addWidget(custom_label) + custom_layout.addWidget(self.deck_factor_custom_input) + custom_layout.addStretch() + + self.deck_factor_custom_container.setVisible(False) + layout.addWidget(self.deck_factor_custom_container) + + self.deck_field_inputs[key] = self.deck_factor_combo + else: + line_edit = QLineEdit() + line_edit.setFixedWidth(242) + apply_field_style(line_edit) + line_edit.setValidator(QDoubleValidator(0.0, 99999.0, 1)) + line_edit.textEdited.connect(self._handle_user_override) + row.addWidget(label) + row.addWidget(line_edit) + row.addStretch() + self.deck_field_inputs[key] = line_edit + + layout.addLayout(row) + + layout.addStretch() + return widget + + def _initialize_member_data(self): + for member in self.MEMBER_OPTIONS: + material = self._get_parent_grade(member) + fields = self._default_fields_for_member(member, material) + self.member_data[member] = { + "material": material, + "fields": fields, + "is_default": False if member == MEMBER_OPTION_DECK else True, + "factor_label": DEFAULT_ECM_FACTOR_LABEL if member == MEMBER_OPTION_DECK else None, + "custom_factor": "1.0" if member == MEMBER_OPTION_DECK else None, + } + + def _default_fields_for_member(self, member, material=None, factor_label=None, custom_factor=None): + if member == MEMBER_OPTION_DECK: + grade = material or self._get_parent_grade(member) or (VALUES_DECK_CONCRETE_GRADE[0] if VALUES_DECK_CONCRETE_GRADE else "") + factor_label = factor_label or DEFAULT_ECM_FACTOR_LABEL + factor_value = self._factor_value_from_label(factor_label, custom_factor) + return self._deck_defaults(grade, factor_value) + grade = material or self._get_parent_grade(member) or (VALUES_MATERIAL[0] if VALUES_MATERIAL else "") + return self._steel_defaults(grade) + + def _steel_defaults(self, grade): + grade_value = self._extract_numeric_grade(grade) + defaults = STEEL_GRADE_BASE_VALUES.get(grade_value, STEEL_GRADE_BASE_VALUES[250]) + + result = {} + for field_tuple in self.steel_fields: + key = field_tuple[0] + if "Fu" in key: + result[key] = "{:.1f}".format(defaults["Fu"]) + elif "Fy" in key: + result[key] = "{:.1f}".format(defaults["Fy"]) + elif "E (GPa)" in key and "Rigidity" not in key: + result[key] = "{:.1f}".format(STEEL_MODULUS_E_GPA) + elif "G (GPa)" in key: + result[key] = "{:.1f}".format(STEEL_MODULUS_G_GPA) + elif "Poisson" in key: + result[key] = "{:.1f}".format(STEEL_POISSON_RATIO) + elif "Thermal" in key: + result[key] = "{:.1f}".format(STEEL_THERMAL_COEFF) + return result + + def _get_concrete_from_code(self, grade): + grade = grade.replace(" ", "").upper() + return CONCRETE_GRADE_BASE_VALUES.get(grade) + + def _deck_defaults(self, grade, factor_value): + data = self._get_concrete_from_code(grade) + + if not data: + return {} + + fck = data["fck"] + fctm = data["fctm"] + ecm = round(data["Ecm"] * factor_value, 1) + + result = {} + for field_tuple in self.deck_fields: + key = field_tuple[0] + if "fck" in key: + result[key] = "{:.1f}".format(fck) + elif "fctm" in key: + result[key] = "{:.1f}".format(fctm) + elif "Ecm (GPa)" in key: + result[key] = "{:.1f}".format(ecm) + elif "Thermal" in key: + result[key] = "11.7" + return result + + def _extract_numeric_grade(self, grade, default=250): + digits = ''.join(ch for ch in grade if ch.isdigit()) + try: + return int(digits) if digits else default + except ValueError: + return default + + def _materials_for_member(self, member): + return VALUES_DECK_CONCRETE_GRADE if member == MEMBER_OPTION_DECK else VALUES_MATERIAL + + def _on_member_changed(self, member): + if self.current_member: + self._save_current_member_form() + + self.current_member = member + is_deck = member == MEMBER_OPTION_DECK + self.stack.setCurrentWidget(self.deck_page if is_deck else self.steel_page) + + data = self.member_data.get(member) + if not data: + self.member_data[member] = self._create_default_entry(member) + data = self.member_data[member] + + materials = self._materials_for_member(member) + self._loading = True + + self.material_combo.clear() + self.material_combo.addItems(materials) + if data["material"] in materials: + self.material_combo.setCurrentText(data["material"]) + elif materials: + self.material_combo.setCurrentIndex(0) + data["material"] = self.material_combo.currentText() + + if data.get("is_default") and not self._loading: + self._apply_defaults_for_member(member, update_ui=True) + else: + if is_deck: + self._populate_deck_fields(data) + else: + self._populate_steel_fields(data) + + self._loading = False + + def _populate_steel_fields(self, data): + for label, widget in self.steel_field_inputs.items(): + value = data["fields"].get(label, "") + try: + formatted_value = "{:.1f}".format(float(value)) + widget.setText(formatted_value) + except (ValueError, TypeError): + widget.setText(value) + + def _populate_deck_fields(self, data): + for label, widget in self.deck_field_inputs.items(): + if label == KEY_ECM_FACTOR: + factor_label = data.get("factor_label", DEFAULT_ECM_FACTOR_LABEL) + if factor_label not in ECM_FACTOR_LABELS: + factor_label = DEFAULT_ECM_FACTOR_LABEL + self.deck_factor_combo.blockSignals(True) + self.deck_factor_combo.setCurrentText(factor_label) + self.deck_factor_combo.blockSignals(False) + self._update_custom_factor_visibility(factor_label) + self.deck_factor_custom_input.blockSignals(True) + custom_val = data.get("custom_factor", "1.0") + try: + formatted_custom = "{:.1f}".format(float(custom_val)) + self.deck_factor_custom_input.setText(formatted_custom) + except (ValueError, TypeError): + self.deck_factor_custom_input.setText(custom_val) + self.deck_factor_custom_input.blockSignals(False) + else: + value = data["fields"].get(label, "") + try: + formatted_value = "{:.1f}".format(float(value)) + widget.setText(formatted_value) + except (ValueError, TypeError): + widget.setText(value) + + for label, widget in self.deck_field_inputs.items(): + if isinstance(widget, QLineEdit): + widget.setReadOnly(False) + widget.setEnabled(True) + + def _save_current_member_form(self): + if not self.current_member: + return + data = self.member_data.setdefault(self.current_member, self._create_default_entry(self.current_member)) + data["material"] = self.material_combo.currentText() + if self.current_member == MEMBER_OPTION_DECK: + for label, widget in self.deck_field_inputs.items(): + if label == KEY_ECM_FACTOR: + data["factor_label"] = self.deck_factor_combo.currentText() + data["custom_factor"] = self.deck_factor_custom_input.text() or "1.0" + else: + data["fields"][label] = widget.text() + factor_value = self._factor_value_from_label(data["factor_label"], data.get("custom_factor")) + data["fields"][KEY_ECM_FACTOR] = "{:.1f}".format(factor_value) + else: + for label, widget in self.steel_field_inputs.items(): + data["fields"][label] = widget.text() + data["is_default"] = self.default_checkbox.isChecked() + + def _create_default_entry(self, member): + material = self._get_parent_grade(member) + return { + "material": material, + "fields": self._default_fields_for_member(member, material), + "is_default": True, + "factor_label": DEFAULT_ECM_FACTOR_LABEL if member == MEMBER_OPTION_DECK else None, + "custom_factor": "1.0" if member == MEMBER_OPTION_DECK else None, + } + + def _apply_defaults_for_member(self, member, update_ui=True): + data = self.member_data.setdefault(member, self._create_default_entry(member)) + + grade = data.get("material") or self._get_parent_grade(member) + data["material"] = grade + + if member == MEMBER_OPTION_DECK: + data["factor_label"] = DEFAULT_ECM_FACTOR_LABEL + data["custom_factor"] = "1.0" + factor_value = self._factor_value_from_label(DEFAULT_ECM_FACTOR_LABEL) + data["fields"] = self._deck_defaults(grade, factor_value) + else: + data["fields"] = self._steel_defaults(grade) + data["is_default"] = True + + if update_ui and member == self.current_member: + self._loading = True + self.material_combo.setCurrentText(grade) + if member == MEMBER_OPTION_DECK: + self._populate_deck_fields(data) + else: + self._populate_steel_fields(data) + self.default_checkbox.setChecked(True) + self._loading = False + + def _factor_value_from_label(self, label, custom_factor=None): + for text, value in ECM_FACTOR_OPTIONS: + if text == label: + if value is None: + try: + return float(custom_factor) if custom_factor else 1.0 + except ValueError: + return 1.0 + return value + return 1.0 + + def _reset_current_member_to_defaults(self): + if not self.current_member: + return + + self._apply_defaults_for_member(self.current_member, update_ui=False) + data = self.member_data.get(self.current_member) + if not data: + return + + target_material = data.get("material", "") + self._loading = True + if target_material: + index = self.material_combo.findText(target_material) + if index >= 0: + self.material_combo.setCurrentIndex(index) + elif self.material_combo.count() > 0: + self.material_combo.setCurrentIndex(0) + data["material"] = self.material_combo.currentText() + if self.current_member == MEMBER_OPTION_DECK: + self._populate_deck_fields(data) + else: + self._populate_steel_fields(data) + self._loading = False + + self.default_checkbox.blockSignals(True) + self.default_checkbox.setChecked(True) + self.default_checkbox.blockSignals(False) + self._save_current_member_form() + + def _update_custom_factor_visibility(self, label): + is_custom = label == CUSTOM_ECM_FACTOR_LABEL + self.deck_factor_custom_container.setVisible(is_custom) + self.deck_factor_custom_input.setEnabled(is_custom) + + def _on_material_changed(self, material): + if self._loading: + return + + data = self.member_data.get(self.current_member) + if not data: + return + + data["material"] = material + + if self.current_member == MEMBER_OPTION_DECK: + factor_value = self._factor_value_from_label( + data.get("factor_label", DEFAULT_ECM_FACTOR_LABEL), + data.get("custom_factor") + ) + data["fields"] = self._deck_defaults(material, factor_value) + self._populate_deck_fields(data) + else: + data["fields"] = self._steel_defaults(material) + self._populate_steel_fields(data) + + data["is_default"] = True + self.default_checkbox.blockSignals(True) + self.default_checkbox.setChecked(True) + self.default_checkbox.blockSignals(False) + + def _on_default_toggled(self, state): + if self._loading: + return + try: + check_state = Qt.CheckState(state) + except ValueError: + check_state = Qt.CheckState.Checked if bool(state) else Qt.CheckState.Unchecked + if check_state == Qt.CheckState.Checked: + self._reset_current_member_to_defaults() + else: + data = self.member_data.get(self.current_member) + if data: + data["is_default"] = False + + def _on_factor_changed(self, label): + self._update_custom_factor_visibility(label) + self._handle_user_override() + + def _handle_user_override(self): + if self._loading: + return + if self.default_checkbox.isChecked(): + self._loading = True + self.default_checkbox.setChecked(False) + self._loading = False + data = self.member_data.get(self.current_member) + if data: + data["is_default"] = False + self._save_current_member_form() + + def _get_parent_grade(self, member): + parent = self.parent_dock + if not parent: + return "" + mapping = { + MEMBER_OPTION_GIRDER: getattr(parent, "girder_combo", None), + MEMBER_OPTION_CROSS_BRACING: getattr(parent, "cross_bracing_combo", None), + MEMBER_OPTION_END_DIAPHRAGM: getattr(parent, "end_diaphragm_combo", None), + MEMBER_OPTION_DECK: getattr(parent, "deck_combo", None), + } + combo = mapping.get(member) + return combo.currentText() if combo else "" + + def set_member(self, member): + index = self.member_combo.findText(member) + if index >= 0: + self.member_combo.setCurrentIndex(index) + + def sync_with_parent_defaults(self): + for member, data in self.member_data.items(): + if data.get("is_default"): + self._apply_defaults_for_member(member, update_ui=(member == self.current_member)) \ No newline at end of file diff --git a/src/osdagbridge/desktop/ui/docks/dock_utils.py b/src/osdagbridge/desktop/ui/docks/dock_utils.py new file mode 100644 index 000000000..109d9e0f6 --- /dev/null +++ b/src/osdagbridge/desktop/ui/docks/dock_utils.py @@ -0,0 +1,42 @@ +from PySide6.QtWidgets import QComboBox, QLineEdit, QSizePolicy + +def apply_field_style(widget): + widget.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) + widget.setMinimumHeight(28) + + if isinstance(widget, QComboBox): + widget.setStyleSheet(""" + QComboBox{ + padding: 1px 7px; + border: 1px solid black; + border-radius: 5px; + background-color: white; + color: black; + } + QComboBox::drop-down{ + subcontrol-origin: padding; + subcontrol-position: top right; + border-left: 0px; + } + QComboBox::down-arrow{ + image: url(:/vectors/arrow_down_light.svg); + width: 20px; + height: 20px; + margin-right: 8px; + } + QComboBox QAbstractItemView{ + background-color: white; + border: 1px solid black; + color: black; + } + """) + elif isinstance(widget, QLineEdit): + widget.setStyleSheet(""" + QLineEdit { + padding: 1px 7px; + border: 1px solid #070707; + border-radius: 6px; + background-color: white; + color: #000000; + } + """) diff --git a/src/osdagbridge/desktop/ui/docks/input_dock.py b/src/osdagbridge/desktop/ui/docks/input_dock.py index 3c3196670..6a2465d11 100644 --- a/src/osdagbridge/desktop/ui/docks/input_dock.py +++ b/src/osdagbridge/desktop/ui/docks/input_dock.py @@ -1,10 +1,12 @@ + import sys import os import math +import sqlite3 from PySide6.QtWidgets import ( QApplication, QWidget, QHBoxLayout, QVBoxLayout, QPushButton, - QComboBox, QScrollArea, QLabel, QFormLayout, QLineEdit, QGroupBox, QSizePolicy, QMessageBox, QInputDialog, QDialog, QCheckBox, QFrame, - QDialogButtonBox, QStackedWidget + QComboBox, QScrollArea, QLabel, QLineEdit, QGroupBox, QSizePolicy, QMessageBox, QDialog, QCheckBox, QFrame, + ) from PySide6.QtCore import Qt, QRegularExpression, QSize, QTimer, QPoint, QEvent, Signal from PySide6.QtGui import QPixmap, QDoubleValidator, QRegularExpressionValidator, QIcon @@ -13,613 +15,14 @@ from osdagbridge.desktop.ui.dialogs.additional_inputs import AdditionalInputs from osdagbridge.desktop.ui.utils.custom_buttons import DockCustomButton from osdagbridge.desktop.ui.dialogs.project_location import ProjectLocationDialog +from osdagbridge.desktop.ui.docks.dock_utils import apply_field_style +from osdagbridge.desktop.ui.dialogs.material_properties import MaterialPropertiesDialog - -STEEL_MEMBER_FIELDS = [ - "Ultimate Tensile Strength, Fu (MPa)", - "Yield Strength, Fy (MPa)", - "Modulus of Elasticity, E (GPa)", - "Modulus of Rigidity, G (GPa)", - "Poisson's Ratio, ν", - "Thermal Expansion Coefficient, (×10⁻⁶/°C)", -] - -DECK_MEMBER_FIELDS = [ - "Characteristic Compressive (Cube) Strength of Concrete, (fck)cu (MPa)", - "Mean Tensile Strength of Concrete, fctm (MPa)", - "Secant Modulus of Elasticity of Concrete, Ecm (GPa)", - "Ecm Multiplication Factor", -] - -STEEL_MODULUS_E_GPA = 200.0 -STEEL_MODULUS_G_GPA = 77.0 -STEEL_POISSON_RATIO = 0.30 -STEEL_THERMAL_COEFF = 11.7 - -STEEL_GRADE_BASE_VALUES = { - 250: {"Fy": 250, "Fu": 410}, - 275: {"Fy": 275, "Fu": 430}, - 300: {"Fy": 300, "Fu": 440}, - 350: {"Fy": 350, "Fu": 490}, - 410: {"Fy": 410, "Fu": 540}, - 450: {"Fy": 450, "Fu": 570}, - 550: {"Fy": 550, "Fu": 650}, - 600: {"Fy": 600, "Fu": 700}, - 650: {"Fy": 650, "Fu": 750}, -} - -ECM_FACTOR_OPTIONS = [ - ("Quartzite/granite aggregates = 1", 1.0), - ("Limestone aggregates = 0.9", 0.9), - ("Sandstone aggregates = 0.7", 0.7), - ("Basalt aggregates = 1.2", 1.2), - ("Custom", None), -] -ECM_FACTOR_LABELS = [text for text, _ in ECM_FACTOR_OPTIONS] -DEFAULT_ECM_FACTOR_LABEL = ECM_FACTOR_OPTIONS[0][0] -CUSTOM_ECM_FACTOR_LABEL = "Custom" - +from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar class NoScrollComboBox(QComboBox): def wheelEvent(self, event): - event.ignore() # Prevent changing selection on scroll - -def apply_field_style(widget): - widget.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) - widget.setMinimumHeight(28) - - if isinstance(widget, QComboBox): - style = """ - QComboBox{ - padding: 1px 7px; - border: 1px solid black; - border-radius: 5px; - background-color: white; - color: black; - } - QComboBox::drop-down{ - subcontrol-origin: padding; - subcontrol-position: top right; - border-left: 0px; - } - QComboBox::down-arrow{ - image: url(:/vectors/arrow_down_light.svg); - width: 20px; - height: 20px; - margin-right: 8px; - } - QComboBox::down-arrow:on { - image: url(:/vectors/arrow_up_light.svg); - width: 20px; - height: 20px; - margin-right: 8px; - } - QComboBox QAbstractItemView{ - background-color: white; - border: 1px solid black; - outline: none; - } - QComboBox QAbstractItemView::item{ - color: black; - background-color: white; - border: none; - border: 1px solid white; - border-radius: 0; - padding: 2px; - } - QComboBox QAbstractItemView::item:hover{ - border: 1px solid #90AF13; - background-color: #90AF13; - color: black; - } - QComboBox QAbstractItemView::item:selected{ - background-color: #90AF13; - color: black; - border: 1px solid #90AF13; - } - QComboBox QAbstractItemView::item:selected:hover{ - background-color: #90AF13; - color: black; - border: 1px solid #94b816; - } - QComboBox:disabled{ - background: #f1f1f1; - color: #666; - } - """ - widget.setStyleSheet(style) - elif isinstance(widget, QLineEdit): - widget.setStyleSheet(""" - QLineEdit { - padding: 1px 7px; - border: 1px solid #070707; - border-radius: 6px; - background-color: white; - color: #000000; - font-weight: normal; - } - QLineEdit:disabled{ - background: #f1f1f1; - color: #666; - } - """) - - -class MaterialPropertiesDialog(QDialog): - MEMBER_OPTIONS = ["Girder", "Cross Bracing", "End Diaphragm", "Deck"] - STEEL_MEMBERS = {"Girder", "Cross Bracing", "End Diaphragm"} - - def __init__(self, parent=None): - super().__init__(parent) - self.setWindowTitle("Material Properties") - self.setMinimumWidth(580) - self.setStyleSheet("background-color: white;") - - self.parent_dock = parent - self._loading = False - self.current_member = None - self.member_data = {} - - self.member_combo = NoScrollComboBox() - self.member_combo.addItems(self.MEMBER_OPTIONS) - apply_field_style(self.member_combo) - - self.material_combo = NoScrollComboBox() - apply_field_style(self.material_combo) - - main_layout = QVBoxLayout(self) - main_layout.setContentsMargins(20, 16, 20, 16) - - # Create a container widget for all form fields - form_container = QWidget() - form_layout = QVBoxLayout(form_container) - form_layout.setContentsMargins(0, 0, 0, 0) - form_layout.setSpacing(10) - - # Member row - member_row = QHBoxLayout() - member_row.setContentsMargins(0, 0, 0, 0) - member_row.setSpacing(18) - member_label = QLabel("Member*:") - member_label.setStyleSheet("font-size: 12px; color: #2d2d2d;") - member_label.setAlignment(Qt.AlignLeft | Qt.AlignVCenter) - member_label.setFixedWidth(280) - self.member_combo.setFixedWidth(242) - member_row.addWidget(member_label) - member_row.addWidget(self.member_combo) - member_row.addStretch() - form_layout.addLayout(member_row) - - # Material row - material_row = QHBoxLayout() - material_row.setContentsMargins(0, 0, 0, 0) - material_row.setSpacing(18) - material_label = QLabel("Material*:") - material_label.setStyleSheet("font-size: 12px; color: #2d2d2d;") - material_label.setAlignment(Qt.AlignLeft | Qt.AlignVCenter) - material_label.setFixedWidth(280) - self.material_combo.setFixedWidth(242) - material_row.addWidget(material_label) - material_row.addWidget(self.material_combo) - material_row.addStretch() - form_layout.addLayout(material_row) - - main_layout.addWidget(form_container) - - self.stack = QStackedWidget() - self.stack.setContentsMargins(0, 0, 0, 0) - self.steel_page = self._build_steel_form() - self.deck_page = self._build_deck_form() - self.stack.addWidget(self.steel_page) - self.stack.addWidget(self.deck_page) - main_layout.addWidget(self.stack) - - # Updated default row with proper alignment - default_row = QHBoxLayout() - default_row.setContentsMargins(0, 0, 0, 0) - default_row.setSpacing(18) - default_label = QLabel("Default") - default_label.setStyleSheet("font-size: 12px; color: #2d2d2d;") - default_label.setAlignment(Qt.AlignLeft | Qt.AlignVCenter) - default_label.setFixedWidth(280) - self.default_checkbox = QCheckBox() - # Create container for checkbox to align it to the left - checkbox_container = QWidget() - checkbox_layout = QHBoxLayout(checkbox_container) - checkbox_layout.setContentsMargins(0, 0, 0, 0) - checkbox_layout.setSpacing(0) - checkbox_layout.addWidget(self.default_checkbox) - checkbox_layout.addStretch() - - default_row.addWidget(default_label) - default_row.addWidget(checkbox_container) - main_layout.addLayout(default_row) - - self.member_combo.currentTextChanged.connect(self._on_member_changed) - self.material_combo.currentTextChanged.connect(self._on_material_changed) - self.default_checkbox.stateChanged.connect(self._on_default_toggled) - - self._initialize_member_data() - self._on_member_changed(self.member_combo.currentText()) - - def closeEvent(self, event): - self._save_current_member_form() - super().closeEvent(event) - - def _build_steel_form(self): - widget = QWidget() - layout = QVBoxLayout(widget) - layout.setContentsMargins(0, 0, 0, 0) - layout.setSpacing(10) - self.steel_field_inputs = {} - for label_text in STEEL_MEMBER_FIELDS: - row = QHBoxLayout() - row.setContentsMargins(0, 0, 0, 0) - row.setSpacing(18) - label = QLabel(label_text) - label.setStyleSheet("font-size: 12px; color: #2d2d2d;") - label.setAlignment(Qt.AlignLeft | Qt.AlignVCenter) - label.setFixedWidth(280) - line_edit = QLineEdit() - line_edit.setFixedWidth(242) - apply_field_style(line_edit) - # Add validator for 1 decimal place - line_edit.setValidator(QDoubleValidator(0.0, 99999.0, 1)) - line_edit.textEdited.connect(self._handle_user_override) - self.steel_field_inputs[label_text] = line_edit - row.addWidget(label) - row.addWidget(line_edit) - row.addStretch() - layout.addLayout(row) - layout.addStretch() - return widget - - def _build_deck_form(self): - widget = QWidget() - layout = QVBoxLayout(widget) - layout.setSpacing(10) - self.deck_field_inputs = {} - for label_text in DECK_MEMBER_FIELDS: - row = QHBoxLayout() - row.setSpacing(18) - label = QLabel(label_text) - label.setStyleSheet("font-size: 12px; color: #2d2d2d;") - label.setAlignment(Qt.AlignLeft | Qt.AlignVCenter) - label.setFixedWidth(280) - if label_text == "Ecm Multiplication Factor": - self.deck_factor_combo = NoScrollComboBox() - self.deck_factor_combo.addItems(ECM_FACTOR_LABELS) - self.deck_factor_combo.setFixedWidth(242) - apply_field_style(self.deck_factor_combo) - self.deck_factor_combo.currentTextChanged.connect(self._on_factor_changed) - - self.deck_factor_custom_input = QLineEdit() - apply_field_style(self.deck_factor_custom_input) - self.deck_factor_custom_input.setPlaceholderText("Custom factor") - self.deck_factor_custom_input.setFixedWidth(242) - self.deck_factor_custom_input.setVisible(False) - self.deck_factor_custom_input.setEnabled(False) - self.deck_factor_custom_input.setValidator(QDoubleValidator(0.1, 5.0, 1)) - self.deck_factor_custom_input.textEdited.connect(self._handle_user_override) - - row.addWidget(label) - row.addWidget(self.deck_factor_combo) - row.addStretch() - - # Add custom input row (hidden by default) - custom_row = QHBoxLayout() - custom_row.setContentsMargins(0, 0, 0, 0) - custom_row.setSpacing(18) - custom_label = QLabel("") # Empty label for alignment - custom_label.setFixedWidth(280) - custom_row.addWidget(custom_label) - custom_row.addWidget(self.deck_factor_custom_input) - custom_row.addStretch() - layout.addLayout(custom_row) - - self.deck_field_inputs[label_text] = self.deck_factor_combo - else: - line_edit = QLineEdit() - line_edit.setFixedWidth(242) - apply_field_style(line_edit) - # Add validator for 1 decimal place - line_edit.setValidator(QDoubleValidator(0.0, 99999.0, 1)) - line_edit.textEdited.connect(self._handle_user_override) - row.addWidget(label) - row.addWidget(line_edit) - row.addStretch() - self.deck_field_inputs[label_text] = line_edit - layout.addLayout(row) - layout.addStretch() - return widget - - def _initialize_member_data(self): - for member in self.MEMBER_OPTIONS: - material = self._get_parent_grade(member) - fields = self._default_fields_for_member(member, material) - self.member_data[member] = { - "material": material, - "fields": fields, - "is_default": True, - "factor_label": DEFAULT_ECM_FACTOR_LABEL if member == "Deck" else None, - "custom_factor": "1.0" if member == "Deck" else None, - } - - def _default_fields_for_member(self, member, material=None, factor_label=None, custom_factor=None): - if member == "Deck": - grade = material or self._get_parent_grade(member) or (VALUES_DECK_CONCRETE_GRADE[0] if VALUES_DECK_CONCRETE_GRADE else "") - factor_label = factor_label or DEFAULT_ECM_FACTOR_LABEL - factor_value = self._factor_value_from_label(factor_label, custom_factor) - return self._deck_defaults(grade, factor_value) - grade = material or self._get_parent_grade(member) or (VALUES_MATERIAL[0] if VALUES_MATERIAL else "") - return self._steel_defaults(grade) - - def _steel_defaults(self, grade): - grade_value = self._extract_numeric_grade(grade) - defaults = STEEL_GRADE_BASE_VALUES.get(grade_value, STEEL_GRADE_BASE_VALUES[250]) - return { - "Ultimate Tensile Strength, Fu (MPa)": "{:.1f}".format(defaults["Fu"]), - "Yield Strength, Fy (MPa)": "{:.1f}".format(defaults["Fy"]), - "Modulus of Elasticity, E (GPa)": "{:.1f}".format(STEEL_MODULUS_E_GPA), - "Modulus of Rigidity, G (GPa)": "{:.1f}".format(STEEL_MODULUS_G_GPA), - "Poisson's Ratio, ν": "{:.1f}".format(STEEL_POISSON_RATIO), - "Thermal Expansion Coefficient, (×10⁻⁶/°C)": "{:.1f}".format(STEEL_THERMAL_COEFF), - } - - def _deck_defaults(self, grade, factor_value): - strength = self._extract_numeric_grade(grade, default=25) - fck = float(strength) - fctm = round(0.7 * math.sqrt(fck), 1) - ecm = round(5.0 * math.sqrt(fck) * factor_value, 1) - return { - "Characteristic Compressive (Cube) Strength of Concrete, (fck)cu (MPa)": "{:.1f}".format(fck), - "Mean Tensile Strength of Concrete, fctm (MPa)": "{:.1f}".format(fctm), - "Secant Modulus of Elasticity of Concrete, Ecm (GPa)": "{:.1f}".format(ecm), - "Ecm Multiplication Factor": "{:.1f}".format(factor_value), - } - - def _extract_numeric_grade(self, grade, default=250): - digits = ''.join(ch for ch in grade if ch.isdigit()) - try: - return int(digits) if digits else default - except ValueError: - return default - - def _materials_for_member(self, member): - return VALUES_DECK_CONCRETE_GRADE if member == "Deck" else VALUES_MATERIAL - - def _on_member_changed(self, member): - if self.current_member: - self._save_current_member_form() - - self.current_member = member - is_deck = member == "Deck" - self.stack.setCurrentWidget(self.deck_page if is_deck else self.steel_page) - - data = self.member_data.get(member) - if not data: - self.member_data[member] = self._create_default_entry(member) - data = self.member_data[member] - - if data.get("is_default"): - self._apply_defaults_for_member(member, update_ui=False) - - materials = self._materials_for_member(member) - self._loading = True - self.material_combo.clear() - self.material_combo.addItems(materials) - if data["material"] in materials: - self.material_combo.setCurrentText(data["material"]) - elif materials: - self.material_combo.setCurrentIndex(0) - data["material"] = self.material_combo.currentText() - - self.default_checkbox.setChecked(data.get("is_default", False)) - if is_deck: - self._populate_deck_fields(data) - else: - self._populate_steel_fields(data) - self._loading = False - - def _populate_steel_fields(self, data): - for label, widget in self.steel_field_inputs.items(): - value = data["fields"].get(label, "") - # Format to 1 decimal place - try: - formatted_value = "{:.1f}".format(float(value)) - widget.setText(formatted_value) - except (ValueError, TypeError): - widget.setText(value) - - def _populate_deck_fields(self, data): - for label, widget in self.deck_field_inputs.items(): - if label == "Ecm Multiplication Factor": - factor_label = data.get("factor_label", DEFAULT_ECM_FACTOR_LABEL) - if factor_label not in ECM_FACTOR_LABELS: - factor_label = DEFAULT_ECM_FACTOR_LABEL - self.deck_factor_combo.blockSignals(True) - self.deck_factor_combo.setCurrentText(factor_label) - self.deck_factor_combo.blockSignals(False) - self._update_custom_factor_visibility(factor_label) - self.deck_factor_custom_input.blockSignals(True) - custom_val = data.get("custom_factor", "1.0") - try: - formatted_custom = "{:.1f}".format(float(custom_val)) - self.deck_factor_custom_input.setText(formatted_custom) - except (ValueError, TypeError): - self.deck_factor_custom_input.setText(custom_val) - self.deck_factor_custom_input.blockSignals(False) - else: - value = data["fields"].get(label, "") - # Format to 1 decimal place - try: - formatted_value = "{:.1f}".format(float(value)) - widget.setText(formatted_value) - except (ValueError, TypeError): - widget.setText(value) - - def _save_current_member_form(self): - if not self.current_member: - return - data = self.member_data.setdefault(self.current_member, self._create_default_entry(self.current_member)) - data["material"] = self.material_combo.currentText() - if self.current_member == "Deck": - for label, widget in self.deck_field_inputs.items(): - if label == "Ecm Multiplication Factor": - data["factor_label"] = self.deck_factor_combo.currentText() - data["custom_factor"] = self.deck_factor_custom_input.text() or "1.0" - else: - data["fields"][label] = widget.text() - factor_value = self._factor_value_from_label(data["factor_label"], data.get("custom_factor")) - data["fields"]["Ecm Multiplication Factor"] = "{:.1f}".format(factor_value) - else: - for label, widget in self.steel_field_inputs.items(): - data["fields"][label] = widget.text() - data["is_default"] = self.default_checkbox.isChecked() - - def _create_default_entry(self, member): - material = self._get_parent_grade(member) - return { - "material": material, - "fields": self._default_fields_for_member(member, material), - "is_default": True, - "factor_label": DEFAULT_ECM_FACTOR_LABEL if member == "Deck" else None, - "custom_factor": "1.0" if member == "Deck" else None, - } - - def _apply_defaults_for_member(self, member, update_ui=True): - data = self.member_data.setdefault(member, self._create_default_entry(member)) - grade = self._get_parent_grade(member) or data.get("material") - materials = self._materials_for_member(member) - if grade not in materials and materials: - grade = materials[0] - data["material"] = grade - if member == "Deck": - data["factor_label"] = DEFAULT_ECM_FACTOR_LABEL - data["custom_factor"] = "1.0" - factor_value = self._factor_value_from_label(DEFAULT_ECM_FACTOR_LABEL) - data["fields"] = self._deck_defaults(grade, factor_value) - else: - data["fields"] = self._steel_defaults(grade) - data["is_default"] = True - - if update_ui and member == self.current_member: - self._loading = True - self.material_combo.setCurrentText(grade) - if member == "Deck": - self._populate_deck_fields(data) - else: - self._populate_steel_fields(data) - self.default_checkbox.setChecked(True) - self._loading = False - - def _factor_value_from_label(self, label, custom_factor=None): - for text, value in ECM_FACTOR_OPTIONS: - if text == label: - if value is None: - try: - return float(custom_factor) if custom_factor else 1.0 - except ValueError: - return 1.0 - return value - return 1.0 - - def _reset_current_member_to_defaults(self): - if not self.current_member: - return - - self._apply_defaults_for_member(self.current_member, update_ui=False) - data = self.member_data.get(self.current_member) - if not data: - return - - target_material = data.get("material", "") - self._loading = True - if target_material: - index = self.material_combo.findText(target_material) - if index >= 0: - self.material_combo.setCurrentIndex(index) - elif self.material_combo.count() > 0: - self.material_combo.setCurrentIndex(0) - data["material"] = self.material_combo.currentText() - if self.current_member == "Deck": - self._populate_deck_fields(data) - else: - self._populate_steel_fields(data) - self._loading = False - - self.default_checkbox.blockSignals(True) - self.default_checkbox.setChecked(True) - self.default_checkbox.blockSignals(False) - self._save_current_member_form() - - def _update_custom_factor_visibility(self, label): - is_custom = label == CUSTOM_ECM_FACTOR_LABEL - self.deck_factor_custom_input.setVisible(is_custom) - self.deck_factor_custom_input.setEnabled(is_custom) - self.deck_factor_combo.setVisible(not is_custom) - - def _on_material_changed(self, material): - if self._loading: - return - data = self.member_data.get(self.current_member) - if data: - data["material"] = material - self._handle_user_override() - - def _on_default_toggled(self, state): - if self._loading: - return - try: - check_state = Qt.CheckState(state) - except ValueError: - check_state = Qt.CheckState.Checked if bool(state) else Qt.CheckState.Unchecked - if check_state == Qt.CheckState.Checked: - self._reset_current_member_to_defaults() - else: - data = self.member_data.get(self.current_member) - if data: - data["is_default"] = False - - def _on_factor_changed(self, label): - self._update_custom_factor_visibility(label) - self._handle_user_override() - - def _handle_user_override(self): - if self._loading: - return - if self.default_checkbox.isChecked(): - self._loading = True - self.default_checkbox.setChecked(False) - self._loading = False - data = self.member_data.get(self.current_member) - if data: - data["is_default"] = False - self._save_current_member_form() - - def _get_parent_grade(self, member): - parent = self.parent_dock - if not parent: - return "" - mapping = { - "Girder": getattr(parent, "girder_combo", None), - "Cross Bracing": getattr(parent, "cross_bracing_combo", None), - "End Diaphragm": getattr(parent, "end_diaphragm_combo", None), - "Deck": getattr(parent, "deck_combo", None), - } - combo = mapping.get(member) - return combo.currentText() if combo else "" - - def set_member(self, member): - index = self.member_combo.findText(member) - if index >= 0: - self.member_combo.setCurrentIndex(index) - - def sync_with_parent_defaults(self): - for member, data in self.member_data.items(): - if data.get("is_default"): - self._apply_defaults_for_member(member, update_ui=(member == self.current_member)) - + event.ignore() class InputDock(QWidget): # Signal emitted when any input value changes @@ -651,13 +54,11 @@ def __init__(self, backend, parent): self.left_container = QWidget() - # Get input fields from backend input_field_list = self.backend.input_values() self.build_left_panel(input_field_list) self.main_layout.addWidget(self.left_container) - # Toggle strip self.toggle_strip = QWidget() self.toggle_strip.setStyleSheet("background-color: #90AF13;") self.toggle_strip.setFixedWidth(6) @@ -716,13 +117,11 @@ def show_project_location_dialog(self): self.backend.set_input_value(KEY_PROJECT_LOCATION, location_data) - # Lock-Tooltip-Events-Starts------------------------------------------------------------------------- def eventFilter(self, obj, event): - # Check if it's the scroll area and it's a mouse press if obj == self.scroll_area and event.type() == QEvent.MouseButtonPress: if self.is_locked: self.show_lock_tooltip() - return True # Block the event + return True return super().eventFilter(obj, event) def clear_force_hover(self): @@ -732,24 +131,21 @@ def clear_force_hover(self): self.lock_btn.update() def show_lock_tooltip(self): - # Stop any existing timer first + if hasattr(self, 'tooltip_timer') and self.tooltip_timer.isActive(): self.tooltip_timer.stop() - - # Position tooltip to the right of the lock button + lock_global_pos = self.lock_btn.mapToGlobal(self.lock_btn.rect().topRight()) tooltip_pos = lock_global_pos + QPoint(5, 0) self.lock_btn.setProperty("forceHover", True) self.lock_btn.style().polish(self.lock_btn) self.lock_btn.update() - # Adjust size and position self.lock_btn_tooltip.adjustSize() self.lock_btn_tooltip.move(tooltip_pos) self.lock_btn_tooltip.show() self.lock_btn_tooltip.raise_() - # Hide after 3 seconds if not hasattr(self, 'tooltip_timer'): self.tooltip_timer = QTimer() self.tooltip_timer.setSingleShot(True) @@ -773,8 +169,7 @@ def update_lock_icon(self): def resizeEvent(self, event): super().resizeEvent(event) - # Checking hasattr is only meant to prevent errors, - # while standalone testing of this widget + if self.parent: if self.width() == 0: if hasattr(self.parent, 'update_docking_icons'): @@ -861,9 +256,6 @@ def toggle_input_dock(self): self.toggle_btn.setText("❯" if is_collapsing else "❮") self.toggle_btn.setToolTip("Show panel" if is_collapsing else "Hide panel") - - # Lock-Tooltip-Events-Ends------------------------------------------------------------------------- - def build_left_panel(self, field_list): left_layout = QVBoxLayout(self.left_container) left_layout.setContentsMargins(0, 0, 0, 0) @@ -875,7 +267,6 @@ def build_left_panel(self, field_list): panel_layout.setContentsMargins(15, 10, 15, 10) panel_layout.setSpacing(0) - # Top Bar with buttons top_bar = QHBoxLayout() top_bar.setSpacing(8) top_bar.setContentsMargins(0, 0, 0, 15) @@ -924,7 +315,6 @@ def build_left_panel(self, field_list): self.additional_inputs_btn.clicked.connect(self.show_additional_inputs) top_bar.addWidget(self.additional_inputs_btn) - # Lock button self.lock_btn = QPushButton() self.lock_btn.setStyleSheet(""" QPushButton { @@ -957,7 +347,6 @@ def build_left_panel(self, field_list): top_bar.addWidget(self.lock_btn) panel_layout.addLayout(top_bar) - #-Lock-ToolTip-------------------------------------- self.lock_btn_tooltip = QLabel("Unlock to Edit") self.lock_btn_tooltip.setStyleSheet(""" QLabel{ @@ -973,9 +362,7 @@ def build_left_panel(self, field_list): self.lock_btn_tooltip.setObjectName("lock_btn_tooltip") self.lock_btn_tooltip.setWindowFlags(Qt.ToolTip) self.lock_btn_tooltip.hide() - #-------------------------------------------------- - # Scroll area scroll_area = QScrollArea() self.scroll_area = scroll_area scroll_area.setWidgetResizable(True) @@ -1774,7 +1161,7 @@ def _is_median_included(self): def show_material_properties_dialog(self): """Open the material properties dialog with the relevant member selected.""" if self.material_dialog is None: - self.material_dialog = MaterialPropertiesDialog(self) + self.material_dialog = MaterialPropertiesDialog() member = "Girder" focus_widget = QApplication.focusWidget() From bdb033cb67b7d24b19f9861908cc5254b564a7d7 Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Mon, 12 Jan 2026 23:55:00 +0530 Subject: [PATCH 004/225] Add self-contained builders for plate girder, deck, crash barrier, and railing --- .../super_structure/crash_barrier/builder.py | 241 +++++++++++++ .../super_structure/deck/builder.py | 328 ++++++++++++++++++ .../super_structure/plate_girder/builder.py | 218 ++++++++++++ .../super_structure/railing/builder.py | 122 +++++++ 4 files changed, 909 insertions(+) create mode 100644 src/osdagbridge/core/bridge_components/super_structure/crash_barrier/builder.py create mode 100644 src/osdagbridge/core/bridge_components/super_structure/deck/builder.py create mode 100644 src/osdagbridge/core/bridge_components/super_structure/plate_girder/builder.py create mode 100644 src/osdagbridge/core/bridge_components/super_structure/railing/builder.py diff --git a/src/osdagbridge/core/bridge_components/super_structure/crash_barrier/builder.py b/src/osdagbridge/core/bridge_components/super_structure/crash_barrier/builder.py new file mode 100644 index 000000000..90b3b0f24 --- /dev/null +++ b/src/osdagbridge/core/bridge_components/super_structure/crash_barrier/builder.py @@ -0,0 +1,241 @@ +""" + +- Contains geometry creation +- Contains placement logic +- Contains footpath-based positioning logic +""" + +from OCC.Core.gp import gp_Pnt, gp_Vec, gp_Trsf, gp_Dir, gp_Ax2 +from OCC.Core.BRepBuilderAPI import ( + BRepBuilderAPI_MakePolygon, + BRepBuilderAPI_MakeFace, + BRepBuilderAPI_Transform +) +from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakePrism + + +# Utility transforms + +def translate(shape, x=0, y=0, z=0): + trsf = gp_Trsf() + trsf.SetTranslation(gp_Vec(x, y, z)) + return BRepBuilderAPI_Transform(shape, trsf, True).Shape() + + +def mirror_y(shape): + trsf = gp_Trsf() + trsf.SetMirror(gp_Ax2(gp_Pnt(0, 0, 0), gp_Dir(0, 1, 0))) + return BRepBuilderAPI_Transform(shape, trsf, True).Shape() + + +# Crash barrier geometry + +def create_crash_barrier_left( + length, + width, + height, + base_width +): + """ + Creates LEFT crash barrier solid aligned along +X + """ + + base_h = 100.0 + slope_mid_z = 325.0 + + z0 = 0.0 + z1 = base_h + z2 = slope_mid_z + z3 = height + + y_left_base = -base_width / 2.0 + y_right_base = base_width / 2.0 + + y_left_top = -width / 2.0 + y_right_top = width / 2.0 + + mid_width = 250.0 + y_right_mid = mid_width / 2.0 + + # Profile (YZ plane) + p1 = gp_Pnt(0, y_right_base, z0) + p2 = gp_Pnt(0, y_left_base, z0) + + p3 = gp_Pnt(0, y_left_base, z1) + p4 = gp_Pnt(0, y_left_top, z3) + + p5 = gp_Pnt(0, y_right_top, z3) + p6 = gp_Pnt(0, y_right_mid, z2) + p7 = gp_Pnt(0, y_right_mid, z2) + p8 = gp_Pnt(0, y_right_base, z1) + + poly = BRepBuilderAPI_MakePolygon() + for p in (p1, p2, p3, p4, p5, p6, p7, p8): + poly.Add(p) + poly.Close() + + face = BRepBuilderAPI_MakeFace(poly.Wire()).Face() + + return BRepPrimAPI_MakePrism( + face, + gp_Vec(length, 0, 0) + ).Shape() + + +def create_crash_barrier_right( + length, + width, + height, + base_width +): + return mirror_y( + create_crash_barrier_left( + length, width, height, base_width + ) + ) + + + +def calculate_deck_width( + footpath_config, + carriageway_width, + crash_barrier_base_width, + footpath_width, + railing_width +): + if footpath_config == "NONE": + return carriageway_width + 2 * crash_barrier_base_width + + elif footpath_config in ("LEFT", "RIGHT"): + return ( + carriageway_width + + 2 * crash_barrier_base_width + + footpath_width + + railing_width + ) + + elif footpath_config == "BOTH": + return ( + carriageway_width + + 2 * crash_barrier_base_width + + 2 * footpath_width + + 2 * railing_width + ) + + else: + raise ValueError(f"Invalid footpath_config: {footpath_config}") + + +def calculate_carriageway_offset( + footpath_config, + footpath_width, + railing_width +): + if footpath_config in ("NONE", "BOTH"): + return 0.0 + + elif footpath_config == "LEFT": + return (footpath_width + railing_width) / 2.0 + + elif footpath_config == "RIGHT": + return -(footpath_width + railing_width) / 2.0 + + else: + raise ValueError(f"Invalid footpath_config: {footpath_config}") + + + +def build_crash_barriers( + *, + span_length_L, + deck_top_z, + footpath_config, + carriageway_width, + crash_barrier_width, + crash_barrier_height, + crash_barrier_base_width, + footpath_width, + railing_width +): + """ + Returns list of crash barrier shapes + """ + + crash_barriers = [] + + total_deck_width = calculate_deck_width( + footpath_config, + carriageway_width, + crash_barrier_base_width, + footpath_width, + railing_width + ) + + deck_half = total_deck_width / 2.0 + + carriageway_offset = calculate_carriageway_offset( + footpath_config, + footpath_width, + railing_width + ) + + cw_half = carriageway_width / 2.0 + cw_left = carriageway_offset - cw_half + cw_right = carriageway_offset + cw_half + + # NONE + if footpath_config == "NONE": + + y_r = deck_half - crash_barrier_base_width / 2.0 + y_l = -deck_half + crash_barrier_base_width / 2.0 + + # LEFT footpath + elif footpath_config == "LEFT": + + y_r = deck_half - crash_barrier_base_width / 2.0 + y_l = cw_left - crash_barrier_base_width / 2.0 + + # RIGHT footpath + elif footpath_config == "RIGHT": + + y_l = -deck_half + crash_barrier_base_width / 2.0 + y_r = cw_right + crash_barrier_base_width / 2.0 + + # BOTH footpaths + elif footpath_config == "BOTH": + + y_r = cw_right + crash_barrier_base_width / 2.0 + y_l = cw_left - crash_barrier_base_width / 2.0 + + else: + raise ValueError(f"Invalid footpath_config: {footpath_config}") + + # Right barrier + crash_barriers.append( + translate( + create_crash_barrier_right( + span_length_L, + crash_barrier_width, + crash_barrier_height, + crash_barrier_base_width + ), + y=y_r, + z=deck_top_z + ) + ) + + # Left barrier + crash_barriers.append( + translate( + create_crash_barrier_left( + span_length_L, + crash_barrier_width, + crash_barrier_height, + crash_barrier_base_width + ), + y=y_l, + z=deck_top_z + ) + ) + + return crash_barriers diff --git a/src/osdagbridge/core/bridge_components/super_structure/deck/builder.py b/src/osdagbridge/core/bridge_components/super_structure/deck/builder.py new file mode 100644 index 000000000..d1f08d852 --- /dev/null +++ b/src/osdagbridge/core/bridge_components/super_structure/deck/builder.py @@ -0,0 +1,328 @@ +""" +Deck builder. + +- Deck slab geometry +- Deck texture geometry +- Deck width logic + +""" + +# OCC imports + +from OCC.Core.BRepPrimAPI import ( + BRepPrimAPI_MakeBox, + BRepPrimAPI_MakeCylinder, + BRepPrimAPI_MakePrism +) +from OCC.Core.BRepBuilderAPI import ( + BRepBuilderAPI_Transform, + BRepBuilderAPI_MakePolygon, + BRepBuilderAPI_MakeFace +) +from OCC.Core.gp import ( + gp_Vec, gp_Trsf, gp_Pnt, + gp_Ax1, gp_Dir +) + +import random +import math + + +# Constants + +DOT_RADIUS = 6 +DOT_HEIGHT = 3 + +TRI_SIZE_MAX = 120 +TRI_HEIGHT = 0.4 + +EDGE_GAP = 15 +Z_GAP = 15 + + +# Utility + +def _translate(shape, x=0, y=0, z=0): + trsf = gp_Trsf() + trsf.SetTranslation(gp_Vec(x, y, z)) + return BRepBuilderAPI_Transform(shape, trsf, True).Shape() + + +# Deck width logic + +def calculate_deck_width( + *, + footpath_config, + carriageway_width, + crash_barrier_base_width, + footpath_width, + railing_width +): + if footpath_config == "NONE": + return carriageway_width + 2 * crash_barrier_base_width + + elif footpath_config in ("LEFT", "RIGHT"): + return ( + carriageway_width + + 2 * crash_barrier_base_width + + footpath_width + + railing_width + ) + + elif footpath_config == "BOTH": + return ( + carriageway_width + + 2 * crash_barrier_base_width + + 2 * footpath_width + + 2 * railing_width + ) + + else: + raise ValueError(f"Invalid footpath_config: {footpath_config}") + + +# Deck slab geometry + +def _create_deck_slab( + *, + span_length, + deck_width, + deck_thickness, + girder_depth +): + slab = BRepPrimAPI_MakeBox( + span_length, + deck_width, + deck_thickness + ).Shape() + + # center X and Y, bottom at Z=0 + slab = _translate( + slab, + -span_length / 2, + -deck_width / 2, + 0 + ) + + # move to final position + return _translate( + slab, + span_length / 2, + 0, + girder_depth + ) + + +# Texture primitives (exact logic from deck_texture.py) + +def _create_dot(x, y, z): + dot = BRepPrimAPI_MakeCylinder(DOT_RADIUS, DOT_HEIGHT).Shape() + return _translate(dot, x, y, z) + + +def _create_dot_z(x, y, z, up=True): + h = DOT_HEIGHT if up else -DOT_HEIGHT + dot = BRepPrimAPI_MakeCylinder(DOT_RADIUS, abs(h)).Shape() + return _translate(dot, x, y, z) + + +def _create_triangle(x, y, z, rot_axis=None, rot_angle=0): + size = random.uniform(80, TRI_SIZE_MAX) + + p1 = gp_Pnt(0, 0, 0) + p2 = gp_Pnt(size, random.uniform(10, size), 0) + p3 = gp_Pnt(random.uniform(10, size), size, 0) + + poly = BRepBuilderAPI_MakePolygon() + poly.Add(p1) + poly.Add(p2) + poly.Add(p3) + poly.Close() + + face = BRepBuilderAPI_MakeFace(poly.Wire()).Face() + prism = BRepPrimAPI_MakePrism( + face, gp_Vec(0, 0, TRI_HEIGHT) + ).Shape() + + prism = _translate( + prism, + -size / 2, + -size / 2, + -TRI_HEIGHT / 2 + ) + + trsf = gp_Trsf() + if rot_axis: + trsf.SetRotation(rot_axis, rot_angle) + trsf.SetTranslationPart(gp_Vec(x, y, z)) + + return BRepBuilderAPI_Transform(prism, trsf, True).Shape() + + +def _create_triangle_xy(x, y, z, up=True): + size = random.uniform(80, TRI_SIZE_MAX) + + p1 = gp_Pnt(0, 0, 0) + p2 = gp_Pnt(size, random.uniform(10, size), 0) + p3 = gp_Pnt(random.uniform(10, size), size, 0) + + poly = BRepBuilderAPI_MakePolygon() + poly.Add(p1) + poly.Add(p2) + poly.Add(p3) + poly.Close() + + face = BRepBuilderAPI_MakeFace(poly.Wire()).Face() + h = TRI_HEIGHT if up else -TRI_HEIGHT + + prism = BRepPrimAPI_MakePrism( + face, gp_Vec(0, 0, h) + ).Shape() + + return _translate(prism, x - size / 2, y - size / 2, z) + + + +def _generate_deck_texture( + *, + deck_length, + deck_width, + deck_thickness, + deck_top_z +): + elements = [] + + z_min = Z_GAP + z_max = deck_thickness - Z_GAP - max(DOT_HEIGHT, TRI_HEIGHT) + + # FRONT & BACK (Y faces) + rot_y = gp_Ax1(gp_Pnt(0, 0, 0), gp_Dir(1, 0, 0)) + + for y in (0.2, deck_width - 0.2): + for _ in range(120): + elements.append( + _create_dot( + random.uniform(EDGE_GAP, deck_length - EDGE_GAP), + y, + random.uniform(z_min, z_max) + ) + ) + + for _ in range(15): + elements.append( + _create_triangle( + random.uniform(EDGE_GAP, deck_length - EDGE_GAP), + y, + random.uniform(z_min, z_max), + rot_y, + math.pi / 2 + ) + ) + + # LEFT & RIGHT (X faces) + rot_x = gp_Ax1(gp_Pnt(0, 0, 0), gp_Dir(0, 1, 0)) + + for x in (0.2, deck_length - 0.2): + for _ in range(100): + elements.append( + _create_dot( + x, + random.uniform(EDGE_GAP, deck_width - EDGE_GAP), + random.uniform(z_min, z_max) + ) + ) + + for _ in range(20): + elements.append( + _create_triangle( + x, + random.uniform(EDGE_GAP, deck_width - EDGE_GAP), + random.uniform(z_min, z_max), + rot_x, + -math.pi / 2 + ) + ) + + # TOP & BOTTOM + for z, up in ( + (deck_thickness - 0.2, True), + (0.2, False) + ): + for _ in range(150): + elements.append( + _create_dot_z( + random.uniform(EDGE_GAP, deck_length - EDGE_GAP), + random.uniform(EDGE_GAP, deck_width - EDGE_GAP), + z, + up + ) + ) + + for _ in range(50): + elements.append( + _create_triangle_xy( + random.uniform(EDGE_GAP, deck_length - EDGE_GAP), + random.uniform(EDGE_GAP, deck_width - EDGE_GAP), + z, + up + ) + ) + + # Center in Y + elements = [ + _translate(e, 0, -deck_width / 2, 0) + for e in elements + ] + + # Lift to deck position + elements = [ + _translate(e, 0, 0, deck_top_z - deck_thickness) + for e in elements + ] + + return elements + + + +def build_deck( + *, + span_length_L, + girder_section_d, + deck_thickness, + + footpath_config, + carriageway_width, + crash_barrier_base_width, + footpath_width, + railing_width +): + total_deck_width = calculate_deck_width( + footpath_config=footpath_config, + carriageway_width=carriageway_width, + crash_barrier_base_width=crash_barrier_base_width, + footpath_width=footpath_width, + railing_width=railing_width + ) + + deck_slab = _create_deck_slab( + span_length=span_length_L, + deck_width=total_deck_width, + deck_thickness=deck_thickness, + girder_depth=girder_section_d + ) + + deck_top_z = girder_section_d + deck_thickness + + deck_textures = _generate_deck_texture( + deck_length=span_length_L, + deck_width=total_deck_width, + deck_thickness=deck_thickness, + deck_top_z=deck_top_z + ) + + return { + "deck_slab": deck_slab, + "deck_textures": deck_textures, + "deck_top_z": deck_top_z, + "total_deck_width": total_deck_width + } diff --git a/src/osdagbridge/core/bridge_components/super_structure/plate_girder/builder.py b/src/osdagbridge/core/bridge_components/super_structure/plate_girder/builder.py new file mode 100644 index 000000000..18aff14ed --- /dev/null +++ b/src/osdagbridge/core/bridge_components/super_structure/plate_girder/builder.py @@ -0,0 +1,218 @@ +""" +Plate girder builder. + +- I-section geometry +- stiffener geometry +- girder + stiffener assembly + +""" + +# OCC imports + +from OCC.Core.gp import gp_Vec, gp_Trsf +from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeBox +from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse +from OCC.Core.BRepBuilderAPI import BRepBuilderAPI_Transform + + +# I-SECTION GEOMETRY + +def create_i_section( + length, + width, + depth, + flange_thickness, + web_thickness +): + """ + Create an I-section CAD solid aligned along +X axis. + """ + + web_height = depth - 2 * flange_thickness + + # Bottom flange + bottom_flange = BRepPrimAPI_MakeBox( + length, width, flange_thickness + ).Shape() + + # Top flange + top_flange = BRepPrimAPI_MakeBox( + length, width, flange_thickness + ).Shape() + + trsf = gp_Trsf() + trsf.SetTranslation( + gp_Vec(0, 0, depth - flange_thickness) + ) + top_flange = BRepBuilderAPI_Transform( + top_flange, trsf, True + ).Shape() + + # Web + web = BRepPrimAPI_MakeBox( + length, + web_thickness, + web_height + ).Shape() + + trsf = gp_Trsf() + trsf.SetTranslation( + gp_Vec( + 0, + (width - web_thickness) / 2, + flange_thickness + ) + ) + web = BRepBuilderAPI_Transform( + web, trsf, True + ).Shape() + + # Fuse + section = BRepAlgoAPI_Fuse( + bottom_flange, top_flange + ).Shape() + section = BRepAlgoAPI_Fuse( + section, web + ).Shape() + + return section + + +# STIFFENER GEOMETRY + +def _translate(shape, dx=0, dy=0, dz=0): + trsf = gp_Trsf() + trsf.SetTranslation(gp_Vec(dx, dy, dz)) + return BRepBuilderAPI_Transform( + shape, trsf, True + ).Shape() + + +def create_girder_stiffeners( + *, + girder_depth, + girder_flange_thickness, + girder_web_thickness, + girder_flange_width, + stiffener_width, + stiffener_length, + x_offset=0.0 +): + """ + Create LEFT and RIGHT web stiffeners + consistent with create_i_section(). + """ + + stiffener_height = ( + girder_depth - 2 * girder_flange_thickness + ) + + plate = BRepPrimAPI_MakeBox( + stiffener_length, + stiffener_width, + stiffener_height + ).Shape() + + z_offset = girder_flange_thickness + + web_left_y = ( + girder_flange_width - girder_web_thickness + ) / 2 + web_right_y = web_left_y + girder_web_thickness + + left = _translate( + plate, + dx=x_offset, + dy=web_left_y - stiffener_width, + dz=z_offset + ) + + right = _translate( + plate, + dx=x_offset, + dy=web_right_y, + dz=z_offset + ) + + return left, right + + +# GIRDER ASSEMBLY + +def build_girders( + *, + span_length_L, + girder_section_d, + girder_section_bf, + girder_section_tf, + girder_section_tw, + num_girders, + girder_spacing, + stiffener_width, + stiffener_length +): + """ + Builds girders symmetrically about centerline + and places stiffeners at both ends. + """ + + girders = [] + stiffeners = [] + + total_width = (num_girders - 1) * girder_spacing + + for i in range(num_girders): + + # 1. Girder + girder = create_i_section( + span_length_L, + girder_section_bf, + girder_section_d, + girder_section_tf, + girder_section_tw + ) + + # 2. Stiffeners (start) + s_l, s_r = create_girder_stiffeners( + girder_depth=girder_section_d, + girder_flange_width=girder_section_bf, + girder_web_thickness=girder_section_tw, + girder_flange_thickness=girder_section_tf, + stiffener_width=stiffener_width, + stiffener_length=stiffener_length, + x_offset=0.0 + ) + + # 3. Stiffeners (end) + e_l, e_r = create_girder_stiffeners( + girder_depth=girder_section_d, + girder_flange_width=girder_section_bf, + girder_web_thickness=girder_section_tw, + girder_flange_thickness=girder_section_tf, + stiffener_width=stiffener_width, + stiffener_length=stiffener_length, + x_offset=span_length_L - stiffener_length + ) + + local_stiffeners = [s_l, s_r, e_l, e_r] + + # 4. Y placement + y_offset = (i * girder_spacing) - (total_width / 2) + + trsf = gp_Trsf() + trsf.SetTranslation(gp_Vec(0, y_offset, 0)) + + girders.append( + BRepBuilderAPI_Transform( + girder, trsf, True + ).Shape() + ) + + for stiff in local_stiffeners: + stiffeners.append( + BRepBuilderAPI_Transform( + stiff, trsf, True + ).Shape() + ) + + return girders, stiffeners diff --git a/src/osdagbridge/core/bridge_components/super_structure/railing/builder.py b/src/osdagbridge/core/bridge_components/super_structure/railing/builder.py new file mode 100644 index 000000000..20a3ce95b --- /dev/null +++ b/src/osdagbridge/core/bridge_components/super_structure/railing/builder.py @@ -0,0 +1,122 @@ + +from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeBox +from OCC.Core.gp import gp_Trsf, gp_Vec +from OCC.Core.BRepBuilderAPI import BRepBuilderAPI_Transform +from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Cut, BRepAlgoAPI_Fuse + + +# Utilities + +def translate(shape, x=0, y=0, z=0): + trsf = gp_Trsf() + trsf.SetTranslation(gp_Vec(x, y, z)) + return BRepBuilderAPI_Transform(shape, trsf, True).Shape() + + +def create_rectangular_prism(length, breadth, height): + """ + Aligned with crash barrier: + X: 0 → +length + Y: -breadth/2 → +breadth/2 + Z: 0 → height + """ + box = BRepPrimAPI_MakeBox(length, breadth, height).Shape() + + trsf = gp_Trsf() + trsf.SetTranslation( + gp_Vec(0.0, -breadth / 2.0, 0.0) + ) + + return BRepBuilderAPI_Transform(box, trsf, True).Shape() + + +# Geometry + +def create_railing(length, width, height, rail_count): + BASE_HEIGHT = 100 + + body_height = height - BASE_HEIGHT + if body_height <= 0: + raise ValueError("Railing height must be > base height") + + base = create_rectangular_prism(length, width, BASE_HEIGHT) + + body = create_rectangular_prism(length, width, body_height) + body = translate(body, z=BASE_HEIGHT) + + HOLE_LENGTH_RATIO = 1 + HOLE_WIDTH_RATIO = 0.6 + HOLE_HEIGHT_RATIO = 0.5 + HOLE_Y_OFFSET_RATIO = -0.2 + + hole_length = HOLE_LENGTH_RATIO * length + hole_width = HOLE_WIDTH_RATIO * width + hole_height = HOLE_HEIGHT_RATIO * (body_height / rail_count) + + spacing = body_height / (rail_count + 1) + body_with_holes = body + + for i in range(rail_count): + z_center = BASE_HEIGHT + (i + 1) * spacing + + hole = create_rectangular_prism( + hole_length, hole_width, hole_height + ) + + hole = translate( + hole, + x=(length - hole_length) / 2, + y=(width - hole_width) / 2 + HOLE_Y_OFFSET_RATIO * width, + z=z_center - hole_height / 2 + ) + + body_with_holes = BRepAlgoAPI_Cut( + body_with_holes, hole + ).Shape() + + return BRepAlgoAPI_Fuse(base, body_with_holes).Shape() + + +def build_railings( + *, + span_length, + deck_top_z, + total_deck_width, + footpath_config, + railing_width, + railing_height, + rail_count +): + + if footpath_config == "NONE": + return [] + + railing_proto = create_railing( + length=span_length, + width=railing_width, + height=railing_height, + rail_count=rail_count + ) + + deck_half = total_deck_width / 2.0 + railings = [] + + if footpath_config in ("LEFT", "BOTH"): + railings.append( + translate( + railing_proto, + y=-deck_half + railing_width / 2.0, + z=deck_top_z + ) + ) + + if footpath_config in ("RIGHT", "BOTH"): + railings.append( + translate( + railing_proto, + y=deck_half - railing_width / 2.0, + z=deck_top_z + ) + ) + + return railings From e0e7310dce931e601a54477453e4fd81f9f7476e Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Mon, 12 Jan 2026 23:57:47 +0530 Subject: [PATCH 005/225] Integrate superstructure builders in plate girder CAD generator --- .../plate_girder/cad_generator.py | 164 +++++++++++++++++- .../tests/test_plate_girder_only.py | 71 ++++++++ 2 files changed, 231 insertions(+), 4 deletions(-) create mode 100644 src/osdagbridge/tests/test_plate_girder_only.py diff --git a/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py b/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py index 78490ca4b..51852f1e8 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py @@ -1,4 +1,160 @@ -"""CAD generator for plate girder (pythonOCC stub).""" -def export_step(dto, path): - with open(path, "w") as f: - f.write("STEP placeholder") +""" +CAD generator for Plate Girder Bridge. + +Thin orchestration layer: +- Defines all high-level parameters +- Calls individual builders +- Returns assembled CAD components +""" + +# --------------------------------------------------------------------- +# Builder imports (ONLY high-level builders) +# --------------------------------------------------------------------- + +from osdagbridge.core.bridge_components.super_structure.plate_girder.builder import ( + build_girders +) + +from osdagbridge.core.bridge_components.super_structure.deck.builder import ( + build_deck +) + +from osdagbridge.core.bridge_components.super_structure.crash_barrier.builder import ( + build_crash_barriers +) + +from osdagbridge.core.bridge_components.super_structure.railing.builder import ( + build_railings +) + +# --------------------------------------------------------------------- +# GIRDERS PARAMETERS +# --------------------------------------------------------------------- + +span_length_L = 25000 + +girder_section_d = 900 +girder_section_bf = 500 +girder_section_tf = 260 +girder_section_tw = 100 + +num_girders = 5 +girder_spacing = 2750 + +# --------------------------------------------------------------------- +# DECK PARAMETERS +# --------------------------------------------------------------------- + +carriageway_width = 12000 +deck_thickness = 400 + +footpath_config = "BOTH" # NONE / LEFT / RIGHT / BOTH +crash_barrier_base_width = 600 +footpath_width = 1500 +railing_width = 300 + +# --------------------------------------------------------------------- +# CRASH BARRIER PARAMETERS +# --------------------------------------------------------------------- + +crash_barrier_width = 175 +crash_barrier_height = 900 + +# --------------------------------------------------------------------- +# RAILING PARAMETERS +# --------------------------------------------------------------------- + +railing_height = 1200 +rail_count = 3 + +# --------------------------------------------------------------------- +# STIFFENER PARAMETERS +# --------------------------------------------------------------------- + +stiffener_width = 200 +stiffener_length = 10 + +# --------------------------------------------------------------------- +# PUBLIC API +# --------------------------------------------------------------------- + +def generate_cad(): + + # ------------------------- + # Plate girder system + # ------------------------- + girders, stiffeners = build_girders( + span_length_L=span_length_L, + girder_section_d=girder_section_d, + girder_section_bf=girder_section_bf, + girder_section_tf=girder_section_tf, + girder_section_tw=girder_section_tw, + num_girders=num_girders, + girder_spacing=girder_spacing, + stiffener_width=stiffener_width, + stiffener_length=stiffener_length + ) + + # ------------------------- + # Deck system + # ------------------------- + deck_out = build_deck( + span_length_L=span_length_L, + girder_section_d=girder_section_d, + deck_thickness=deck_thickness, + + footpath_config=footpath_config, + carriageway_width=carriageway_width, + crash_barrier_base_width=crash_barrier_base_width, + footpath_width=footpath_width, + railing_width=railing_width + ) + + # ------------------------- + # Crash barrier system + # ------------------------- + crash_barriers = build_crash_barriers( + span_length_L=span_length_L, + deck_top_z=deck_out["deck_top_z"], + + footpath_config=footpath_config, + carriageway_width=carriageway_width, + + crash_barrier_width=crash_barrier_width, + crash_barrier_height=crash_barrier_height, + crash_barrier_base_width=crash_barrier_base_width, + + footpath_width=footpath_width, + railing_width=railing_width + ) + + # ------------------------- + # Railing system (FIXED) + # ------------------------- + railings = build_railings( + span_length=span_length_L, + deck_top_z=deck_out["deck_top_z"], + total_deck_width=deck_out["total_deck_width"], + + footpath_config=footpath_config, + + railing_width=railing_width, + railing_height=railing_height, + rail_count=rail_count + ) + + # ------------------------- + # Final output + # ------------------------- + return { + "girders": girders, + "stiffeners": stiffeners, + + "deck_slab": deck_out["deck_slab"], + "deck_textures": deck_out["deck_textures"], + "deck_top_z": deck_out["deck_top_z"], + "total_deck_width": deck_out["total_deck_width"], + + "crash_barriers": crash_barriers, + "railings": railings + } diff --git a/src/osdagbridge/tests/test_plate_girder_only.py b/src/osdagbridge/tests/test_plate_girder_only.py new file mode 100644 index 000000000..9bb70818d --- /dev/null +++ b/src/osdagbridge/tests/test_plate_girder_only.py @@ -0,0 +1,71 @@ +""" +Test file for Plate Girder Bridge CAD Generator +(Girder + Stiffeners + Deck + Crash Barriers + Railings) +""" + +from OCC.Display.SimpleGui import init_display +from OCC.Display.backend import load_backend +from OCC.Core.Quantity import Quantity_Color, Quantity_TOC_RGB + +load_backend("pyside6") + +from osdagbridge.core.bridge_types.plate_girder.cad_generator import ( + generate_cad +) + +# Colors (RGB 0–1) + +COLOR_GIRDER = (72/255, 72/255, 54/255) +COLOR_STIFFENER = (30/255, 30/255, 30/255) +COLOR_DECK = (180/255, 180/255, 180/255) +COLOR_DECK_TEXTURE = (150/255, 150/255, 150/255) +COLOR_CRASH_BARRIER = (120/255, 120/255, 120/255) +COLOR_RAILING = (90/255, 90/255, 90/255) + + +def main(): + display, start_display, _, _ = init_display() + + cad = generate_cad() + + # Quantity colors + girder_color = Quantity_Color(*COLOR_GIRDER, Quantity_TOC_RGB) + stiffener_color = Quantity_Color(*COLOR_STIFFENER, Quantity_TOC_RGB) + deck_color = Quantity_Color(*COLOR_DECK, Quantity_TOC_RGB) + deck_texture_color = Quantity_Color(*COLOR_DECK_TEXTURE, Quantity_TOC_RGB) + crash_barrier_color = Quantity_Color(*COLOR_CRASH_BARRIER, Quantity_TOC_RGB) + railing_color = Quantity_Color(*COLOR_RAILING, Quantity_TOC_RGB) + + # Display girders + for girder in cad["girders"]: + display.DisplayColoredShape(girder, girder_color, update=False) + + # Display stiffeners + for stiffener in cad["stiffeners"]: + display.DisplayColoredShape(stiffener, stiffener_color, update=False) + + # Display deck slab + display.DisplayColoredShape( + cad["deck_slab"], + deck_color, + update=False + ) + + # Display deck textures + for tex in cad["deck_textures"]: + display.DisplayColoredShape(tex, deck_texture_color, update=False) + + # Display crash barriers + for barrier in cad["crash_barriers"]: + display.DisplayColoredShape(barrier, crash_barrier_color, update=False) + + # Display railings + for railing in cad["railings"]: + display.DisplayColoredShape(railing, railing_color, update=False) + + display.FitAll() + start_display() + + +if __name__ == "__main__": + main() From 029b9cd8c0e3d8bb5b4ace816e22a79b3d6472e1 Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Tue, 13 Jan 2026 00:26:18 +0530 Subject: [PATCH 006/225] Add median builder and integrate median in plate girder CAD generator --- .../super_structure/median/builder.py | 72 +++++++++++++++++++ .../plate_girder/cad_generator.py | 36 +++++++++- 2 files changed, 106 insertions(+), 2 deletions(-) create mode 100644 src/osdagbridge/core/bridge_components/super_structure/median/builder.py diff --git a/src/osdagbridge/core/bridge_components/super_structure/median/builder.py b/src/osdagbridge/core/bridge_components/super_structure/median/builder.py new file mode 100644 index 000000000..ee045f26e --- /dev/null +++ b/src/osdagbridge/core/bridge_components/super_structure/median/builder.py @@ -0,0 +1,72 @@ +""" + +Creates median barriers using existing crash barrier geometry. +""" + +from OCC.Core.gp import gp_Trsf, gp_Vec +from OCC.Core.BRepBuilderAPI import BRepBuilderAPI_Transform + +from osdagbridge.core.bridge_components.super_structure.crash_barrier.builder import ( + create_crash_barrier_left, + create_crash_barrier_right +) + + +def _translate(shape, x=0.0, y=0.0, z=0.0): + trsf = gp_Trsf() + trsf.SetTranslation(gp_Vec(x, y, z)) + return BRepBuilderAPI_Transform(shape, trsf, True).Shape() + + +def build_median( + span_length, + deck_top_z, + carriageway_center_y, + crash_barrier_width, + crash_barrier_height, + crash_barrier_base_width, + median_gap +): + """ + Build median barriers. + """ + + median_barriers = [] + + offset = (median_gap / 2.0) + (crash_barrier_base_width / 2.0) + + # Left median barrier + left_barrier = create_crash_barrier_left( + length=span_length, + width=crash_barrier_width, + height=crash_barrier_height, + base_width=crash_barrier_base_width + ) + + left_barrier = _translate( + left_barrier, + x=0.0, + y=carriageway_center_y - offset, + z=deck_top_z + ) + + median_barriers.append(left_barrier) + + # Right median barrier + right_barrier = create_crash_barrier_right( + length=span_length, + width=crash_barrier_width, + height=crash_barrier_height, + base_width=crash_barrier_base_width + ) + + right_barrier = _translate( + right_barrier, + x=0.0, + y=carriageway_center_y + offset, + z=deck_top_z + ) + + median_barriers.append(right_barrier) + + return median_barriers diff --git a/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py b/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py index 51852f1e8..ea63de554 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py @@ -27,6 +27,10 @@ build_railings ) +from osdagbridge.core.bridge_components.super_structure.median.builder import ( + build_median +) + # --------------------------------------------------------------------- # GIRDERS PARAMETERS # --------------------------------------------------------------------- @@ -48,7 +52,7 @@ carriageway_width = 12000 deck_thickness = 400 -footpath_config = "BOTH" # NONE / LEFT / RIGHT / BOTH +footpath_config = "LEFT" # NONE / LEFT / RIGHT / BOTH crash_barrier_base_width = 600 footpath_width = 1500 railing_width = 300 @@ -60,6 +64,13 @@ crash_barrier_width = 175 crash_barrier_height = 900 +# --------------------------------------------------------------------- +# MEDIAN PARAMETERS +# --------------------------------------------------------------------- + +enable_median = True +median_gap = 800 + # --------------------------------------------------------------------- # RAILING PARAMETERS # --------------------------------------------------------------------- @@ -129,7 +140,27 @@ def generate_cad(): ) # ------------------------- - # Railing system (FIXED) + # Median system + # ------------------------- + median_barriers = [] + + if enable_median: + carriageway_center_y = deck_out["carriageway_center_y"] + + median_barriers = build_median( + span_length=span_length_L, + deck_top_z=deck_out["deck_top_z"], + carriageway_center_y=carriageway_center_y, + + crash_barrier_width=crash_barrier_width, + crash_barrier_height=crash_barrier_height, + crash_barrier_base_width=crash_barrier_base_width, + + median_gap=median_gap + ) + + # ------------------------- + # Railing system # ------------------------- railings = build_railings( span_length=span_length_L, @@ -156,5 +187,6 @@ def generate_cad(): "total_deck_width": deck_out["total_deck_width"], "crash_barriers": crash_barriers, + "median_barriers": median_barriers, "railings": railings } From 32a4948d756c12cc202dbddfde2072fac11469df Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Tue, 13 Jan 2026 00:26:26 +0530 Subject: [PATCH 007/225] Fix carriageway center calculation and update test visualization --- .../super_structure/deck/builder.py | 49 ++++++++++++++++++- .../tests/test_plate_girder_only.py | 11 ++++- 2 files changed, 57 insertions(+), 3 deletions(-) diff --git a/src/osdagbridge/core/bridge_components/super_structure/deck/builder.py b/src/osdagbridge/core/bridge_components/super_structure/deck/builder.py index d1f08d852..6443985f0 100644 --- a/src/osdagbridge/core/bridge_components/super_structure/deck/builder.py +++ b/src/osdagbridge/core/bridge_components/super_structure/deck/builder.py @@ -81,6 +81,37 @@ def calculate_deck_width( raise ValueError(f"Invalid footpath_config: {footpath_config}") +def calculate_carriageway_center_y( + *, + footpath_config, + total_deck_width, + carriageway_width, + crash_barrier_base_width, + footpath_width, + railing_width +): + """ + Calculates carriageway center Y coordinate. + + Deck is centered at Y = 0. + """ + + # Start from LEFT edge of deck + y = -total_deck_width / 2 + + # Left crash barrier always exists + y += crash_barrier_base_width + + # Optional left footpath + railing + if footpath_config in ("LEFT", "BOTH"): + y += footpath_width + railing_width + + # Move to center of carriageway + y += carriageway_width / 2 + + return y + + # Deck slab geometry def _create_deck_slab( @@ -296,6 +327,8 @@ def build_deck( footpath_width, railing_width ): + + total_deck_width = calculate_deck_width( footpath_config=footpath_config, carriageway_width=carriageway_width, @@ -304,6 +337,17 @@ def build_deck( railing_width=railing_width ) + + carriageway_center_y = calculate_carriageway_center_y( + footpath_config=footpath_config, + total_deck_width=total_deck_width, + carriageway_width=carriageway_width, + crash_barrier_base_width=crash_barrier_base_width, + footpath_width=footpath_width, + railing_width=railing_width + ) + + deck_slab = _create_deck_slab( span_length=span_length_L, deck_width=total_deck_width, @@ -324,5 +368,8 @@ def build_deck( "deck_slab": deck_slab, "deck_textures": deck_textures, "deck_top_z": deck_top_z, - "total_deck_width": total_deck_width + "total_deck_width": total_deck_width, + "carriageway_center_y": carriageway_center_y } + + diff --git a/src/osdagbridge/tests/test_plate_girder_only.py b/src/osdagbridge/tests/test_plate_girder_only.py index 9bb70818d..bb70c310f 100644 --- a/src/osdagbridge/tests/test_plate_girder_only.py +++ b/src/osdagbridge/tests/test_plate_girder_only.py @@ -1,6 +1,6 @@ """ Test file for Plate Girder Bridge CAD Generator -(Girder + Stiffeners + Deck + Crash Barriers + Railings) +(Girder + Stiffeners + Deck + Crash Barriers + Median + Railings) """ from OCC.Display.SimpleGui import init_display @@ -20,6 +20,7 @@ COLOR_DECK = (180/255, 180/255, 180/255) COLOR_DECK_TEXTURE = (150/255, 150/255, 150/255) COLOR_CRASH_BARRIER = (120/255, 120/255, 120/255) +COLOR_MEDIAN = (110/255, 110/255, 110/255) COLOR_RAILING = (90/255, 90/255, 90/255) @@ -34,6 +35,7 @@ def main(): deck_color = Quantity_Color(*COLOR_DECK, Quantity_TOC_RGB) deck_texture_color = Quantity_Color(*COLOR_DECK_TEXTURE, Quantity_TOC_RGB) crash_barrier_color = Quantity_Color(*COLOR_CRASH_BARRIER, Quantity_TOC_RGB) + median_color = Quantity_Color(*COLOR_MEDIAN, Quantity_TOC_RGB) railing_color = Quantity_Color(*COLOR_RAILING, Quantity_TOC_RGB) # Display girders @@ -59,7 +61,12 @@ def main(): for barrier in cad["crash_barriers"]: display.DisplayColoredShape(barrier, crash_barrier_color, update=False) - # Display railings + # Display median barriers (optional) + if "median_barriers" in cad: + for median in cad["median_barriers"]: + display.DisplayColoredShape(median, median_color, update=False) + + # Display railings for railing in cad["railings"]: display.DisplayColoredShape(railing, railing_color, update=False) From 30fefc29968717ddb1b2b2a0108c876a034627b3 Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Tue, 13 Jan 2026 19:57:23 +0530 Subject: [PATCH 008/225] Add cross bracing builder and integrate into plate girder CAD --- .../super_structure/cross_bracing/builder.py | 386 ++++++++++++++++++ .../plate_girder/cad_generator.py | 95 +++-- .../tests/test_plate_girder_only.py | 36 +- 3 files changed, 470 insertions(+), 47 deletions(-) create mode 100644 src/osdagbridge/core/bridge_components/super_structure/cross_bracing/builder.py diff --git a/src/osdagbridge/core/bridge_components/super_structure/cross_bracing/builder.py b/src/osdagbridge/core/bridge_components/super_structure/cross_bracing/builder.py new file mode 100644 index 000000000..0af8d8306 --- /dev/null +++ b/src/osdagbridge/core/bridge_components/super_structure/cross_bracing/builder.py @@ -0,0 +1,386 @@ +""" +Cross bracing builder. + +- Angle / Channel / Double Angle / Double Channel sections +- X and K bracing systems +- Geometry + placement +""" + +# OCC imports + +import math + +from OCC.Core.gp import ( + gp_Pnt, gp_Vec, gp_Trsf, gp_Ax1, gp_Ax2, gp_Dir +) +from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeBox +from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse +from OCC.Core.BRepBuilderAPI import BRepBuilderAPI_Transform + + +# SECTION GEOMETRY + +def _create_angle_section(length, leg_h, leg_w, thickness): + + leg1 = BRepPrimAPI_MakeBox(length, thickness, leg_h).Shape() + leg2 = BRepPrimAPI_MakeBox(length, leg_w, thickness).Shape() + + angle = BRepAlgoAPI_Fuse(leg1, leg2).Shape() + + trsf = gp_Trsf() + trsf.SetTranslation( + gp_Vec(-length / 2, -leg_w / 2, -leg_h / 2) + ) + + return BRepBuilderAPI_Transform(angle, trsf, True).Shape() + + +def _create_channel_section( + length, depth, flange_width, web_thickness, flange_thickness +): + + web = BRepPrimAPI_MakeBox( + length, web_thickness, depth + ).Shape() + + bottom = BRepPrimAPI_MakeBox( + length, flange_width, flange_thickness + ).Shape() + + top = BRepPrimAPI_MakeBox( + length, flange_width, flange_thickness + ).Shape() + + trsf_top = gp_Trsf() + trsf_top.SetTranslation( + gp_Vec(0, 0, depth - flange_thickness) + ) + top = BRepBuilderAPI_Transform(top, trsf_top, True).Shape() + + channel = BRepAlgoAPI_Fuse(web, bottom).Shape() + channel = BRepAlgoAPI_Fuse(channel, top).Shape() + + trsf = gp_Trsf() + trsf.SetTranslation( + gp_Vec(-length / 2, -flange_width / 2, -depth / 2) + ) + + return BRepBuilderAPI_Transform(channel, trsf, True).Shape() + + +def _create_double_angle_section( + length, leg_h, leg_w, thickness, connection_type="LONGER_LEG" +): + + base = _create_angle_section(length, leg_h, leg_w, thickness) + + mirror = gp_Trsf() + mirror.SetMirror(gp_Ax2(gp_Pnt(0, 0, 0), gp_Dir(0, 1, 0))) + mirrored = BRepBuilderAPI_Transform(base, mirror, True).Shape() + + offset = leg_h / 2 if connection_type == "LONGER_LEG" else leg_w / 2 + + t1 = gp_Trsf() + t1.SetTranslation(gp_Vec(0, +offset, 0)) + + t2 = gp_Trsf() + t2.SetTranslation(gp_Vec(0, -offset, 0)) + + a1 = BRepBuilderAPI_Transform(base, t1, True).Shape() + a2 = BRepBuilderAPI_Transform(mirrored, t2, True).Shape() + + return BRepAlgoAPI_Fuse(a1, a2).Shape() + + +def _create_double_channel_section( + length, depth, flange_width, web_thickness, flange_thickness +): + + base = _create_channel_section( + length, depth, flange_width, web_thickness, flange_thickness + ) + + mirror = gp_Trsf() + mirror.SetMirror(gp_Ax2(gp_Pnt(0, 0, 0), gp_Dir(0, 1, 0))) + mirrored = BRepBuilderAPI_Transform(base, mirror, True).Shape() + + offset = flange_width / 2 + + t1 = gp_Trsf() + t1.SetTranslation(gp_Vec(0, +offset, 0)) + + t2 = gp_Trsf() + t2.SetTranslation(gp_Vec(0, -offset, 0)) + + c1 = BRepBuilderAPI_Transform(base, t1, True).Shape() + c2 = BRepBuilderAPI_Transform(mirrored, t2, True).Shape() + + return BRepAlgoAPI_Fuse(c1, c2).Shape() + + +# INTERNAL UTILITIES + +def _get_roll_angle(section_type, roll_sign): + if section_type in ("ANGLE", "CHANNEL"): + return roll_sign * (math.pi / 2) + return 0.0 + + +def _create_section_solid(section_type, length, thickness, dims): + + if section_type == "ANGLE": + return _create_angle_section( + length, dims["leg_h"], dims["leg_w"], thickness + ) + + if section_type == "CHANNEL": + return _create_channel_section( + length, + dims["depth"], + dims["flange_width"], + dims["web_thickness"], + dims["flange_thickness"] + ) + + if section_type == "DOUBLE_ANGLE": + return _create_double_angle_section( + length, + dims["leg_h"], + dims["leg_w"], + thickness, + dims.get("connection_type", "LONGER_LEG") + ) + + if section_type == "DOUBLE_CHANNEL": + return _create_double_channel_section( + length, + dims["depth"], + dims["flange_width"], + dims["web_thickness"], + dims["flange_thickness"] + ) + + raise ValueError("Unsupported section type") + + +# MEMBER CREATION + +def _create_diagonal_member(p1, p2, thickness, section_type, dims, roll_sign): + + vec = gp_Vec(p1, p2) + length = vec.Magnitude() + + solid = _create_section_solid( + section_type, length, thickness, dims + ) + + x_dir = gp_Dir(1, 0, 0) + tgt = gp_Dir(vec) + + axis = gp_Vec(x_dir.Crossed(tgt)) + angle = x_dir.Angle(tgt) + + if axis.Magnitude() > 1e-6: + tr = gp_Trsf() + tr.SetRotation(gp_Ax1(gp_Pnt(0, 0, 0), gp_Dir(axis)), angle) + solid = BRepBuilderAPI_Transform(solid, tr, True).Shape() + + roll = _get_roll_angle(section_type, roll_sign) + if abs(roll) > 1e-6: + tr = gp_Trsf() + tr.SetRotation(gp_Ax1(gp_Pnt(0, 0, 0), tgt), roll) + solid = BRepBuilderAPI_Transform(solid, tr, True).Shape() + + mid = gp_Pnt( + (p1.X() + p2.X()) / 2, + (p1.Y() + p2.Y()) / 2, + (p1.Z() + p2.Z()) / 2 + ) + + tr = gp_Trsf() + tr.SetTranslation(gp_Vec(mid.X(), mid.Y(), mid.Z())) + + return BRepBuilderAPI_Transform(solid, tr, True).Shape() + + +def _create_horizontal_member_y( + x, yL, yR, z, thickness, flange_width, section_type, dims, roll_sign +): + + y0 = yL + flange_width + y1 = yR + length = y1 - y0 + y_mid = (y0 + y1) / 2 + + solid = _create_section_solid( + section_type, length, thickness, dims + ) + + tr = gp_Trsf() + tr.SetRotation( + gp_Ax1(gp_Pnt(0, 0, 0), gp_Dir(0, 0, 1)), + math.pi / 2 + ) + solid = BRepBuilderAPI_Transform(solid, tr, True).Shape() + + roll = _get_roll_angle(section_type, roll_sign) + if abs(roll) > 1e-6: + tr = gp_Trsf() + tr.SetRotation(gp_Ax1(gp_Pnt(0, 0, 0), gp_Dir(0, 1, 0)), roll) + solid = BRepBuilderAPI_Transform(solid, tr, True).Shape() + + tr = gp_Trsf() + tr.SetTranslation(gp_Vec(x, y_mid, z)) + + return BRepBuilderAPI_Transform(solid, tr, True).Shape() + + +# BRACING TOPOLOGIES + +def _x_bracing( + x, yL, yR, depth, tf, thickness, flange_w, + section_type, dims, bracket +): + + z0 = tf / 2 + z1 = depth - tf / 2 + + yl = yL + flange_w + yr = yR + + braces = [ + _create_diagonal_member( + gp_Pnt(x, yl, z0), gp_Pnt(x, yr, z1), + thickness, section_type, dims, +1 + ), + _create_diagonal_member( + gp_Pnt(x, yl, z1), gp_Pnt(x, yr, z0), + thickness, section_type, dims, -1 + ) + ] + + if bracket in ("LOWER", "BOTH"): + braces.append( + _create_horizontal_member_y( + x, yL, yR, z0, + thickness, flange_w, + section_type, dims, +1 + ) + ) + + if bracket in ("UPPER", "BOTH"): + braces.append( + _create_horizontal_member_y( + x, yL, yR, z1, + thickness, flange_w, + section_type, dims, +1 + ) + ) + + return braces + + +def _k_bracing( + x, yL, yR, depth, tf, thickness, flange_w, + section_type, dims, top_bracket +): + + z0 = tf / 2 + z1 = depth - tf / 2 + + yl = yL + flange_w + yr = yR + ym = (yl + yr) / 2 + + braces = [ + _create_diagonal_member( + gp_Pnt(x, yl, z1), gp_Pnt(x, ym, z0), + thickness, section_type, dims, +1 + ), + _create_diagonal_member( + gp_Pnt(x, yr, z1), gp_Pnt(x, ym, z0), + thickness, section_type, dims, -1 + ), + _create_horizontal_member_y( + x, yL, yR, z0, + thickness, flange_w, + section_type, dims, +1 + ) + ] + + if top_bracket: + braces.append( + _create_horizontal_member_y( + x, yL, yR, z1, + thickness, flange_w, + section_type, dims, +1 + ) + ) + + return braces + + +# PUBLIC API + +def build_cross_bracings( + *, + span_length_L, + num_girders, + girder_spacing, + girder_depth, + flange_thickness, + flange_width, + + bracing_type, # "X" or "K" + section_type, # "ANGLE", "CHANNEL", "DOUBLE_ANGLE", "DOUBKE_CHANNEL" + section_dims, + thickness, + + panel_spacing, + bracket_option="BOTH", + top_bracket=False +): + """ + Build cross bracings for entire bridge. + """ + + bracings = [] + + # Number of bracing frames along span + n = int(span_length_L / panel_spacing) - 1 + n_total = n + 2 + spacing = span_length_L / (n_total - 1) + x_positions = [i * spacing for i in range(n_total)] + + total_width = (num_girders - 1) * girder_spacing + for x in x_positions: + for i in range(num_girders - 1): + + yL = (i * girder_spacing) - total_width / 2 + yR = yL + girder_spacing + + if bracing_type == "X": + bracings.extend( + _x_bracing( + x, yL, yR, + girder_depth, flange_thickness, + thickness, flange_width, + section_type, section_dims, + bracket_option + ) + ) + + elif bracing_type == "K": + bracings.extend( + _k_bracing( + x, yL, yR, + girder_depth, flange_thickness, + thickness, flange_width, + section_type, section_dims, + top_bracket + ) + ) + + x += panel_spacing + + return bracings diff --git a/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py b/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py index ea63de554..f63f32a55 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py @@ -1,15 +1,10 @@ """ CAD generator for Plate Girder Bridge. -Thin orchestration layer: -- Defines all high-level parameters -- Calls individual builders - Returns assembled CAD components """ -# --------------------------------------------------------------------- -# Builder imports (ONLY high-level builders) -# --------------------------------------------------------------------- + from osdagbridge.core.bridge_components.super_structure.plate_girder.builder import ( build_girders @@ -31,9 +26,11 @@ build_median ) -# --------------------------------------------------------------------- +from osdagbridge.core.bridge_components.super_structure.cross_bracing.builder import ( + build_cross_bracings +) + # GIRDERS PARAMETERS -# --------------------------------------------------------------------- span_length_L = 25000 @@ -45,9 +42,7 @@ num_girders = 5 girder_spacing = 2750 -# --------------------------------------------------------------------- # DECK PARAMETERS -# --------------------------------------------------------------------- carriageway_width = 12000 deck_thickness = 400 @@ -57,43 +52,63 @@ footpath_width = 1500 railing_width = 300 -# --------------------------------------------------------------------- # CRASH BARRIER PARAMETERS -# --------------------------------------------------------------------- crash_barrier_width = 175 crash_barrier_height = 900 -# --------------------------------------------------------------------- # MEDIAN PARAMETERS -# --------------------------------------------------------------------- enable_median = True median_gap = 800 -# --------------------------------------------------------------------- # RAILING PARAMETERS -# --------------------------------------------------------------------- railing_height = 1200 rail_count = 3 -# --------------------------------------------------------------------- # STIFFENER PARAMETERS -# --------------------------------------------------------------------- stiffener_width = 200 stiffener_length = 10 -# --------------------------------------------------------------------- -# PUBLIC API -# --------------------------------------------------------------------- +# CROSS BRACING PARAMETERS + +cross_bracing_spacing = 4000 +cross_bracing_thickness = 5 + +bracing_type = "K" # "X" or "K" + +# X bracing option: "NONE" | "LOWER" | "UPPER" | "BOTH" +x_bracket_option = "BOTH" + +# K bracing option +k_top_bracket = True + +# ---- SECTION SELECTION (NUMERIC ONLY) ---- + +cross_bracing_section_type = "CHANNEL" + +#CHANNEL – ISMC 100 +cross_bracing_section_dims = { + "depth": 100, + "flange_width": 50, + "web_thickness": 5, + "flange_thickness": 7 +} + +# # If you want DOUBLE_ANGLE instead, comment above and use: +# cross_bracing_section_type = "DOUBLE_ANGLE" +# cross_bracing_section_dims = { +# "leg_h": 75, +# "leg_w": 75, +# "connection_type": "SHORTER_LEG" +# } + def generate_cad(): - # ------------------------- # Plate girder system - # ------------------------- girders, stiffeners = build_girders( span_length_L=span_length_L, girder_section_d=girder_section_d, @@ -106,9 +121,26 @@ def generate_cad(): stiffener_length=stiffener_length ) - # ------------------------- + # Cross bracing system + cross_bracings = build_cross_bracings( + span_length_L=span_length_L, + num_girders=num_girders, + girder_spacing=girder_spacing, + girder_depth=girder_section_d, + flange_thickness=girder_section_tf, + flange_width=girder_section_bf, + + bracing_type=bracing_type, + section_type=cross_bracing_section_type, + section_dims=cross_bracing_section_dims, + thickness=cross_bracing_thickness, + + panel_spacing=cross_bracing_spacing, + bracket_option=x_bracket_option, + top_bracket=k_top_bracket + ) + # Deck system - # ------------------------- deck_out = build_deck( span_length_L=span_length_L, girder_section_d=girder_section_d, @@ -121,9 +153,7 @@ def generate_cad(): railing_width=railing_width ) - # ------------------------- # Crash barrier system - # ------------------------- crash_barriers = build_crash_barriers( span_length_L=span_length_L, deck_top_z=deck_out["deck_top_z"], @@ -139,18 +169,14 @@ def generate_cad(): railing_width=railing_width ) - # ------------------------- # Median system - # ------------------------- median_barriers = [] if enable_median: - carriageway_center_y = deck_out["carriageway_center_y"] - median_barriers = build_median( span_length=span_length_L, deck_top_z=deck_out["deck_top_z"], - carriageway_center_y=carriageway_center_y, + carriageway_center_y=deck_out["carriageway_center_y"], crash_barrier_width=crash_barrier_width, crash_barrier_height=crash_barrier_height, @@ -159,9 +185,7 @@ def generate_cad(): median_gap=median_gap ) - # ------------------------- # Railing system - # ------------------------- railings = build_railings( span_length=span_length_L, deck_top_z=deck_out["deck_top_z"], @@ -174,12 +198,11 @@ def generate_cad(): rail_count=rail_count ) - # ------------------------- # Final output - # ------------------------- return { "girders": girders, "stiffeners": stiffeners, + "cross_bracings": cross_bracings, "deck_slab": deck_out["deck_slab"], "deck_textures": deck_out["deck_textures"], diff --git a/src/osdagbridge/tests/test_plate_girder_only.py b/src/osdagbridge/tests/test_plate_girder_only.py index bb70c310f..3497e313a 100644 --- a/src/osdagbridge/tests/test_plate_girder_only.py +++ b/src/osdagbridge/tests/test_plate_girder_only.py @@ -1,6 +1,6 @@ """ Test file for Plate Girder Bridge CAD Generator -(Girder + Stiffeners + Deck + Crash Barriers + Median + Railings) +(Girder + Stiffeners + Cross Bracings + Deck + Crash Barriers + Median + Railings) """ from OCC.Display.SimpleGui import init_display @@ -17,13 +17,18 @@ COLOR_GIRDER = (72/255, 72/255, 54/255) COLOR_STIFFENER = (30/255, 30/255, 30/255) +COLOR_CROSS_BRACING = (60/255, 60/255, 60/255) + COLOR_DECK = (180/255, 180/255, 180/255) COLOR_DECK_TEXTURE = (150/255, 150/255, 150/255) + COLOR_CRASH_BARRIER = (120/255, 120/255, 120/255) COLOR_MEDIAN = (110/255, 110/255, 110/255) COLOR_RAILING = (90/255, 90/255, 90/255) +# Main + def main(): display, start_display, _, _ = init_display() @@ -32,44 +37,53 @@ def main(): # Quantity colors girder_color = Quantity_Color(*COLOR_GIRDER, Quantity_TOC_RGB) stiffener_color = Quantity_Color(*COLOR_STIFFENER, Quantity_TOC_RGB) + cross_bracing_color = Quantity_Color(*COLOR_CROSS_BRACING, Quantity_TOC_RGB) + deck_color = Quantity_Color(*COLOR_DECK, Quantity_TOC_RGB) deck_texture_color = Quantity_Color(*COLOR_DECK_TEXTURE, Quantity_TOC_RGB) + crash_barrier_color = Quantity_Color(*COLOR_CRASH_BARRIER, Quantity_TOC_RGB) median_color = Quantity_Color(*COLOR_MEDIAN, Quantity_TOC_RGB) railing_color = Quantity_Color(*COLOR_RAILING, Quantity_TOC_RGB) - # Display girders + # Girders for girder in cad["girders"]: display.DisplayColoredShape(girder, girder_color, update=False) - # Display stiffeners + # Stiffeners for stiffener in cad["stiffeners"]: display.DisplayColoredShape(stiffener, stiffener_color, update=False) - # Display deck slab + # Cross bracings + if "cross_bracings" in cad: + for brace in cad["cross_bracings"]: + display.DisplayColoredShape(brace, cross_bracing_color, update=False) + + # Deck slab display.DisplayColoredShape( cad["deck_slab"], deck_color, update=False ) - # Display deck textures + # Deck textures for tex in cad["deck_textures"]: display.DisplayColoredShape(tex, deck_texture_color, update=False) - # Display crash barriers + # Crash barriers for barrier in cad["crash_barriers"]: display.DisplayColoredShape(barrier, crash_barrier_color, update=False) - # Display median barriers (optional) - if "median_barriers" in cad: - for median in cad["median_barriers"]: - display.DisplayColoredShape(median, median_color, update=False) + # Median barriers + for median in cad.get("median_barriers", []): + display.DisplayColoredShape(median, median_color, update=False) - # Display railings + # Railings for railing in cad["railings"]: display.DisplayColoredShape(railing, railing_color, update=False) + + display.FitAll() start_display() From f2543f0c8facbf3a296a925d5b0a55ac5994cc9d Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Thu, 15 Jan 2026 01:04:17 +0530 Subject: [PATCH 009/225] Add QMainWindow-based 3D CAD viewer for plate girder bridge --- src/osdagbridge/desktop/ui/cad_3d.py | 158 +++++++++++++++++++++++++++ 1 file changed, 158 insertions(+) create mode 100644 src/osdagbridge/desktop/ui/cad_3d.py diff --git a/src/osdagbridge/desktop/ui/cad_3d.py b/src/osdagbridge/desktop/ui/cad_3d.py new file mode 100644 index 000000000..a35a72644 --- /dev/null +++ b/src/osdagbridge/desktop/ui/cad_3d.py @@ -0,0 +1,158 @@ +""" +3D CAD Viewer Window for OsdagBridge. + +- Embeds CustomViewer3d +- Calls CAD generator +""" + +import sys + +from PySide6.QtWidgets import ( + QApplication, + QMainWindow, + QWidget, + QVBoxLayout +) + +from OCC.Core.Quantity import Quantity_Color, Quantity_TOC_RGB + +# CAD generator +from osdagbridge.core.bridge_types.plate_girder.cad_generator import ( + PlateGirderCADGenerator +) + +# Custom 3D Viewer +from osdagbridge.desktop.ui.utils.custom_3dviewer import CustomViewer3d + + +# MAIN WINDOW + +class CAD3DWindow(QMainWindow): + """ + Main 3D CAD window for OsdagBridge. + """ + + def __init__(self, parent=None): + super().__init__(parent) + + self.setWindowTitle("OsdagBridge 3D CAD Viewer") + self.resize(1200, 800) + + # CAD generator + self.generator = PlateGirderCADGenerator() + + # UI setup + self.setup_ui() + self.setup_viewer() + + # Load initial CAD + self.load_bridge() + + # UI SETUP + + def setup_ui(self): + central_widget = QWidget(self) + self.setCentralWidget(central_widget) + + self.layout = QVBoxLayout(central_widget) + self.layout.setContentsMargins(0, 0, 0, 0) + + def setup_viewer(self): + self.viewer = CustomViewer3d(self) + self.viewer.setMouseTracking(True) + + # Initialize OCC driver + self.viewer.InitDriver() + + self.viewer.context = self.viewer._display.Context + self.viewer.view = self.viewer._display.View + + self.layout.addWidget(self.viewer) + + # CAD DISPLAY + + def load_bridge(self): + """ + Generate and display bridge CAD. + """ + cad_data = self.generator.generate() + display = self.viewer._display + + if hasattr(self.viewer, "cleanup_for_new_model"): + self.viewer.cleanup_for_new_model() + display.EraseAll() + + # Colors + GIRDER_COLOR = Quantity_Color(72/255, 72/255, 54/255, Quantity_TOC_RGB) + STIFFENER_COLOR = Quantity_Color(30/255, 30/255, 30/255, Quantity_TOC_RGB) + DECK_COLOR = Quantity_Color(180/255, 180/255, 180/255, Quantity_TOC_RGB) + BARRIER_COLOR = Quantity_Color(120/255, 120/255, 120/255, Quantity_TOC_RGB) + BRACING_COLOR = Quantity_Color(60/255, 60/255, 60/255, Quantity_TOC_RGB) + + # Girders + for g in cad_data.get("girders", []): + display.DisplayShape(g, color=GIRDER_COLOR, update=False) + + # Stiffeners + for s in cad_data.get("stiffeners", []): + display.DisplayShape(s, color=STIFFENER_COLOR, update=False) + + # Cross bracings + for b in cad_data.get("cross_bracings", []): + display.DisplayShape(b, color=BRACING_COLOR, update=False) + + # Deck + display.DisplayShape( + cad_data["deck_slab"], + color=DECK_COLOR, + update=False + ) + # Deck textures + for tex in cad_data.get("deck_textures", []): + display.DisplayShape( + tex, + color=Quantity_Color(0.2,0.2,0.2, Quantity_TOC_RGB), + update=False + ) + + # Crash barriers + for cb in cad_data.get("crash_barriers", []): + display.DisplayShape(cb, color=BARRIER_COLOR, update=False) + + # Median + for mb in cad_data.get("median_barriers", []): + display.DisplayShape(mb, color=BARRIER_COLOR, update=False) + + # Railings + for r in cad_data.get("railings", []): + display.DisplayShape(r, color=BARRIER_COLOR, update=False) + + # View setup (Osdag standard) + display.View_Iso() + display.FitAll() + + if hasattr(self.viewer, "display_view_cube"): + self.viewer.display_view_cube() + + # REGENERATION + + def regenerate_bridge(self): + """ + Regenerate CAD (used when parameters change). + """ + self.load_bridge() + + +# ENTRY POINT + +def main(): + app = QApplication(sys.argv) + + win = CAD3DWindow() + win.show() + + sys.exit(app.exec()) + + +if __name__ == "__main__": + main() From 6493b77515c37647952ce48fe578c285f4b1440a Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Thu, 15 Jan 2026 01:05:35 +0530 Subject: [PATCH 010/225] Add 3D CAD viewer window using CustomViewer3d --- .../desktop/ui/utils/custom_3dviewer.py | 391 ++++++++++++++++++ 1 file changed, 391 insertions(+) create mode 100644 src/osdagbridge/desktop/ui/utils/custom_3dviewer.py diff --git a/src/osdagbridge/desktop/ui/utils/custom_3dviewer.py b/src/osdagbridge/desktop/ui/utils/custom_3dviewer.py new file mode 100644 index 000000000..c7b22b695 --- /dev/null +++ b/src/osdagbridge/desktop/ui/utils/custom_3dviewer.py @@ -0,0 +1,391 @@ +""" +Custom 3D CAD Viewer with stable hover highlighting for models and ViewCube. +""" +from PySide6.QtCore import QTimer, QTime, Qt +from PySide6.QtWidgets import QToolTip, QApplication +from OCC.Display.backend import load_backend + +# from osdag_gui.__config__ import CAD_BACKEND +try: + from osdag_gui.__config__ import CAD_BACKEND +except ImportError: + CAD_BACKEND = "OCC" + + +load_backend('pyside6') + +from OCC.Display.qtDisplay import qtViewer3d +from OCC.Core.AIS import AIS_ViewCube +from OCC.Core.Prs3d import Prs3d_DatumAspect, Prs3d_Drawer +from OCC.Core.Quantity import ( + Quantity_Color, + Quantity_NOC_WHITE, + Quantity_NOC_GRAY50, + Quantity_NOC_BLACK, + Quantity_NOC_CYAN, +) +from OCC.Core.V3d import V3d_Zpos +from OCC.Core.Aspect import Aspect_GT_Rectangular, Aspect_GDM_Lines + + +class CustomViewer3d(qtViewer3d): + def __init__(self, parent=None): + super().__init__(parent) + + self.context = None + self.view = None + + self.model_ais_objects = {} + self.model_hover_labels = {} + + self.current_hovered_model = None + self.current_highlighted_ais_list = [] + + self.hover_timer = QTimer(self) + self.hover_timer.setSingleShot(True) + self.hover_timer.timeout.connect(self.show_tooltip) + self.hover_position = None + + # ViewCube interaction state + self.view_cube = None + self.view_cube_active = False + self.is_interacting_with_cube = False + self.mouse_press_pos = None + self.mouse_press_time = 0 + + # ------------------------------------------------------------------ + # Mouse Move Event (FIXED) + # ------------------------------------------------------------------ + def mouseMoveEvent(self, event): + if not self.context or not self.view: + super().mouseMoveEvent(event) + return + + if self.is_interacting_with_cube: + super().mouseMoveEvent(event) + return + + try: + pixel_ratio = self.devicePixelRatioF() + x = int(event.position().x() * pixel_ratio) + y = int(event.position().y() * pixel_ratio) + + self.context.MoveTo(x, y, self.view, True) + + hovered_model = None + + if self.context.HasDetected(): + detected = self.context.DetectedInteractive() + + # ------------------------------------------------------ + # VIEW CUBE HOVER (STABLE – NO FLICKER) + # ------------------------------------------------------ + if self.view_cube and detected == self.view_cube: + if not self.view_cube_active: + self.context.SetAutomaticHilight(True) + self.view_cube_active = True + return + + # ------------------------------------------------------ + # LEFT VIEW CUBE → CLEANUP + # ------------------------------------------------------ + if self.view_cube_active: + self.context.SetAutomaticHilight(False) + self.view_cube_active = False + try: + self.context.Unhilight(self.view_cube, True) + except: + pass + + # ------------------------------------------------------ + # STANDARD MODEL HIGHLIGHTING + # ------------------------------------------------------ + for model_name, ais_list in self.model_ais_objects.items(): + for ais in ais_list: + if detected == ais: + hovered_model = model_name + break + if hovered_model: + break + + objects_to_highlight = [] + + if hovered_model in ("Bolt", "Nut"): + objects_to_highlight.extend(self.model_ais_objects.get("Bolt", [])) + objects_to_highlight.extend(self.model_ais_objects.get("Nut", [])) + elif detected: + objects_to_highlight.append(detected) + + if set(objects_to_highlight) != set(self.current_highlighted_ais_list): + for obj in self.current_highlighted_ais_list: + try: + self.context.Unhilight(obj, False) + except: + pass + + self.current_highlighted_ais_list = objects_to_highlight + + for obj in self.current_highlighted_ais_list: + try: + self.context.HilightWithColor( + obj, self.context.HighlightStyle(), False + ) + except: + pass + + self.view.Redraw() + + else: + # Nothing detected → cleanup + if self.view_cube_active: + self.context.SetAutomaticHilight(False) + self.view_cube_active = False + try: + self.context.Unhilight(self.view_cube, True) + except: + pass + + if self.current_highlighted_ais_list: + for obj in self.current_highlighted_ais_list: + try: + self.context.Unhilight(obj, False) + except: + pass + self.current_highlighted_ais_list = [] + self.view.Redraw() + + self.hover_position = event.globalPosition().toPoint() + if hovered_model != self.current_hovered_model: + self.current_hovered_model = hovered_model + self.hover_timer.start(100) + elif hovered_model is None: + QToolTip.hideText() + + except Exception as e: + print(f"mouseMoveEvent error: {e}") + QToolTip.hideText() + + super().mouseMoveEvent(event) + + # ------------------------------------------------------------------ + # Tooltip + # ------------------------------------------------------------------ + def show_tooltip(self): + if ( + self.current_hovered_model + and self.current_hovered_model in self.model_hover_labels + and self.hover_position + ): + QToolTip.showText( + self.hover_position, + self.model_hover_labels[self.current_hovered_model], + self, + ) + + # ------------------------------------------------------------------ + # Leave Event + # ------------------------------------------------------------------ + def leaveEvent(self, event): + self.hover_timer.stop() + self.current_hovered_model = None + + if self.view_cube_active: + self.context.SetAutomaticHilight(False) + self.view_cube_active = False + try: + self.context.Unhilight(self.view_cube, True) + except: + pass + + if self.current_highlighted_ais_list: + for obj in self.current_highlighted_ais_list: + try: + self.context.Unhilight(obj, False) + except: + pass + self.current_highlighted_ais_list = [] + self.view.Redraw() + + QToolTip.hideText() + + # restore holding cursor so cursor can update + self.unsetCursor() + QApplication.restoreOverrideCursor() + self.releaseMouse() + super().leaveEvent(event) + + def cleanup_for_new_model(self): + """ + Clean up all internal state before displaying a new model. + This prevents memory corruption from stale OCC object references. + """ + import gc + + # Reset view cube state + if hasattr(self, 'view_cube') and self.view_cube: + try: + # Try to remove from context if possible + if self.context: + try: + self.context.Remove(self.view_cube, False) + except Exception: + pass # May already be removed by EraseAll + except Exception: + pass + self.view_cube = None + + # Reset View Cube interaction state + self.view_cube_active = False + self.is_interacting_with_cube = False + + # Clear highlighted objects list + if self.current_highlighted_ais_list and self.context: + for obj in self.current_highlighted_ais_list: + try: + self.context.Unhilight(obj, False) + except Exception: + pass + self.current_highlighted_ais_list = [] + elif self.current_highlighted_ais_list: + # Context not available, just clear the list + self.current_highlighted_ais_list = [] + + self.current_highlighted_owner = None + self.current_hovered_model = None + + # Clear the model AIS objects dictionary + self.model_ais_objects.clear() + + # Clear hover labels + self.model_hover_labels.clear() + + # Force garbage collection to clean up OCC shapes + gc.collect() + + # ------------------------------------------------------------------ + # View Cube Display + # ------------------------------------------------------------------ + + def display_view_cube(self): + import gc + + try: + # Force garbage collection before OCC operations to prevent heap corruption + gc.collect() + + # Remove existing view cube if it exists using safe method + if hasattr(self, 'view_cube') and self.view_cube: + try: + self.context.Remove(self.view_cube, False) + except Exception as remove_error: + # Object may have been displayed in a different context or already removed + # Just log and continue - we'll create a fresh one + print(f"Note: Could not remove old ViewCube (may already be removed): {remove_error}") + self.view_cube = None + + self.view_cube = AIS_ViewCube() + self.view_cube.SetSize(45) + self.view_cube.SetFontHeight(12) + self.view_cube.SetAxesLabels("", "", "") + self.view_cube.SetDrawAxes(False) + + # Make corner and edge pieces larger for better interaction + self.view_cube.SetBoxFacetExtension(12) + + # Configure Highlight Attributes + highlight_drawer = Prs3d_Drawer() + highlight_drawer.SetColor(Quantity_Color(Quantity_NOC_CYAN)) + self.view_cube.SetHilightAttributes(highlight_drawer) + + # Style + drawer = self.view_cube.Attributes() + drawer.SetDatumAspect(Prs3d_DatumAspect()) + + # Colors + color_white = Quantity_Color(Quantity_NOC_WHITE) + color_gray = Quantity_Color(Quantity_NOC_GRAY50) + color_black = Quantity_Color(Quantity_NOC_BLACK) + + self.view_cube.SetColor(color_white) + self.view_cube.SetBoxColor(color_gray) + self.view_cube.SetTextColor(color_black) + + # Display + self.context.Display(self.view_cube, False) + + try: + from OCC.Core.Graphic3d import Graphic3d_TransformPers, Graphic3d_TMF_TriedronPers, Graphic3d_Vec2i + from OCC.Core.Aspect import Aspect_TOTP_RIGHT_UPPER + + # Create transform persistence anchored to top-right corner + offset = Graphic3d_Vec2i(60, 70) + transform_pers = Graphic3d_TransformPers(Graphic3d_TMF_TriedronPers, Aspect_TOTP_RIGHT_UPPER, offset) + self.view_cube.SetTransformPersistence(transform_pers) + except Exception as e: + # Fallback to old method if Graphic3d classes not available + print(f"Using fallback positioning: {e}") + try: + # Try 2D persistence as fallback + from OCC.Core.Graphic3d import Graphic3d_TransformPers, Graphic3d_TMF_2d + from OCC.Core.gp import gp_Pnt2d + # Try explicit coordinates if corner persistence fails + offset = gp_Pnt2d(850, 40) + transform_pers = Graphic3d_TransformPers(Graphic3d_TMF_2d, offset) + self.view_cube.SetTransformPersistence(transform_pers) + except: + self.view_cube.SetTransformPersistence( + V3d_Zpos, + Aspect_GT_Rectangular, + Aspect_GDM_Lines + ) + + self.view.Redraw() + except Exception as e: + print(f"Error displaying View Cube: {e}") + + # ------------------------------------------------------------------ + # Mouse Press + # ------------------------------------------------------------------ + def mousePressEvent(self, event): + if not self.context or not self.view: + super().mousePressEvent(event) + return + + pixel_ratio = self.devicePixelRatioF() + x = int(event.position().x() * pixel_ratio) + y = int(event.position().y() * pixel_ratio) + + self.context.MoveTo(x, y, self.view, True) + + if self.context.HasDetected(): + if self.context.DetectedInteractive() == self.view_cube: + self.is_interacting_with_cube = True + self.mouse_press_pos = event.position() + self.mouse_press_time = QTime.currentTime().msecsSinceStartOfDay() + + super().mousePressEvent(event) + + # ------------------------------------------------------------------ + # Mouse Release + # ------------------------------------------------------------------ + def mouseReleaseEvent(self, event): + if self.is_interacting_with_cube: + current_time = QTime.currentTime().msecsSinceStartOfDay() + dt = current_time - self.mouse_press_time + dist = (event.position() - self.mouse_press_pos).manhattanLength() + + if dt < 500 and dist < 10: + super().mouseReleaseEvent(event) + else: + self.context.MoveTo(-1, -1, self.view, True) + super().mouseReleaseEvent(event) + + self.is_interacting_with_cube = False + self.mouse_press_pos = None + return + + # restore holding cursor so cursor can update + self.unsetCursor() + QApplication.restoreOverrideCursor() + self.releaseMouse() + super().mouseReleaseEvent(event) From a4617822ce45f9435523f1a9b12c45a84b95718a Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Thu, 15 Jan 2026 01:06:46 +0530 Subject: [PATCH 011/225] Introduce class-based PlateGirder CAD generator --- .../plate_girder/cad_generator.py | 332 +++++++++--------- 1 file changed, 164 insertions(+), 168 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py b/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py index f63f32a55..f4195ca55 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py @@ -1,10 +1,9 @@ """ CAD generator for Plate Girder Bridge. -- Returns assembled CAD components """ - +# Builder imports from osdagbridge.core.bridge_components.super_structure.plate_girder.builder import ( build_girders @@ -30,186 +29,183 @@ build_cross_bracings ) -# GIRDERS PARAMETERS - -span_length_L = 25000 - -girder_section_d = 900 -girder_section_bf = 500 -girder_section_tf = 260 -girder_section_tw = 100 - -num_girders = 5 -girder_spacing = 2750 - -# DECK PARAMETERS - -carriageway_width = 12000 -deck_thickness = 400 - -footpath_config = "LEFT" # NONE / LEFT / RIGHT / BOTH -crash_barrier_base_width = 600 -footpath_width = 1500 -railing_width = 300 - -# CRASH BARRIER PARAMETERS - -crash_barrier_width = 175 -crash_barrier_height = 900 - -# MEDIAN PARAMETERS - -enable_median = True -median_gap = 800 - -# RAILING PARAMETERS - -railing_height = 1200 -rail_count = 3 - -# STIFFENER PARAMETERS -stiffener_width = 200 -stiffener_length = 10 - -# CROSS BRACING PARAMETERS - -cross_bracing_spacing = 4000 -cross_bracing_thickness = 5 - -bracing_type = "K" # "X" or "K" - -# X bracing option: "NONE" | "LOWER" | "UPPER" | "BOTH" -x_bracket_option = "BOTH" - -# K bracing option -k_top_bracket = True +# CAD GENERATOR CLASS + +class PlateGirderCADGenerator: + """ + Plate Girder Bridge CAD Generator. + + Holds parameters and generates assembled CAD geometry. + """ + + def __init__(self): + + # GIRDERS PARAMETERS + self.span_length_L = 25000 + + self.girder_section_d = 900 + self.girder_section_bf = 500 + self.girder_section_tf = 260 + self.girder_section_tw = 100 + + self.num_girders = 5 + self.girder_spacing = 2750 + + # DECK PARAMETERS + self.carriageway_width = 12000 + self.deck_thickness = 400 + + self.footpath_config = "LEFT" # NONE / LEFT / RIGHT / BOTH + self.crash_barrier_base_width = 600 + self.footpath_width = 1500 + self.railing_width = 300 + + # CRASH BARRIER PARAMETERS + self.crash_barrier_width = 175 + self.crash_barrier_height = 900 + + # MEDIAN PARAMETERS + self.enable_median = True + self.median_gap = 800 + + # RAILING PARAMETERS + self.railing_height = 1200 + self.rail_count = 3 + + # STIFFENER PARAMETERS + self.stiffener_width = 200 + self.stiffener_length = 10 + + # CROSS BRACING PARAMETERS + self.cross_bracing_spacing = 4000 + self.cross_bracing_thickness = 5 + + self.bracing_type = "K" # "X" or "K" + self.x_bracket_option = "BOTH" + self.k_top_bracket = True + + self.cross_bracing_section_type = "CHANNEL" + self.cross_bracing_section_dims = { + "depth": 100, + "flange_width": 50, + "web_thickness": 5, + "flange_thickness": 7 + } + + # MAIN CAD GENERATION + + def generate(self): + """ + Generate full bridge CAD. + + Returns + ------- + dict + Dictionary of assembled CAD components + """ + + # Plate girder system + girders, stiffeners = build_girders( + span_length_L=self.span_length_L, + girder_section_d=self.girder_section_d, + girder_section_bf=self.girder_section_bf, + girder_section_tf=self.girder_section_tf, + girder_section_tw=self.girder_section_tw, + num_girders=self.num_girders, + girder_spacing=self.girder_spacing, + stiffener_width=self.stiffener_width, + stiffener_length=self.stiffener_length + ) -# ---- SECTION SELECTION (NUMERIC ONLY) ---- + # Cross bracing system + cross_bracings = build_cross_bracings( + span_length_L=self.span_length_L, + num_girders=self.num_girders, + girder_spacing=self.girder_spacing, + girder_depth=self.girder_section_d, + flange_thickness=self.girder_section_tf, + flange_width=self.girder_section_bf, + + bracing_type=self.bracing_type, + section_type=self.cross_bracing_section_type, + section_dims=self.cross_bracing_section_dims, + thickness=self.cross_bracing_thickness, + + panel_spacing=self.cross_bracing_spacing, + bracket_option=self.x_bracket_option, + top_bracket=self.k_top_bracket + ) -cross_bracing_section_type = "CHANNEL" + # Deck system + deck_out = build_deck( + span_length_L=self.span_length_L, + girder_section_d=self.girder_section_d, + deck_thickness=self.deck_thickness, + + footpath_config=self.footpath_config, + carriageway_width=self.carriageway_width, + crash_barrier_base_width=self.crash_barrier_base_width, + footpath_width=self.footpath_width, + railing_width=self.railing_width + ) -#CHANNEL – ISMC 100 -cross_bracing_section_dims = { - "depth": 100, - "flange_width": 50, - "web_thickness": 5, - "flange_thickness": 7 -} + # Crash barrier system + crash_barriers = build_crash_barriers( + span_length_L=self.span_length_L, + deck_top_z=deck_out["deck_top_z"], -# # If you want DOUBLE_ANGLE instead, comment above and use: -# cross_bracing_section_type = "DOUBLE_ANGLE" -# cross_bracing_section_dims = { -# "leg_h": 75, -# "leg_w": 75, -# "connection_type": "SHORTER_LEG" -# } + footpath_config=self.footpath_config, + carriageway_width=self.carriageway_width, + crash_barrier_width=self.crash_barrier_width, + crash_barrier_height=self.crash_barrier_height, + crash_barrier_base_width=self.crash_barrier_base_width, -def generate_cad(): + footpath_width=self.footpath_width, + railing_width=self.railing_width + ) - # Plate girder system - girders, stiffeners = build_girders( - span_length_L=span_length_L, - girder_section_d=girder_section_d, - girder_section_bf=girder_section_bf, - girder_section_tf=girder_section_tf, - girder_section_tw=girder_section_tw, - num_girders=num_girders, - girder_spacing=girder_spacing, - stiffener_width=stiffener_width, - stiffener_length=stiffener_length - ) + # Median system + median_barriers = [] + if self.enable_median: + median_barriers = build_median( + span_length=self.span_length_L, + deck_top_z=deck_out["deck_top_z"], + carriageway_center_y=deck_out["carriageway_center_y"], - # Cross bracing system - cross_bracings = build_cross_bracings( - span_length_L=span_length_L, - num_girders=num_girders, - girder_spacing=girder_spacing, - girder_depth=girder_section_d, - flange_thickness=girder_section_tf, - flange_width=girder_section_bf, + crash_barrier_width=self.crash_barrier_width, + crash_barrier_height=self.crash_barrier_height, + crash_barrier_base_width=self.crash_barrier_base_width, - bracing_type=bracing_type, - section_type=cross_bracing_section_type, - section_dims=cross_bracing_section_dims, - thickness=cross_bracing_thickness, + median_gap=self.median_gap + ) - panel_spacing=cross_bracing_spacing, - bracket_option=x_bracket_option, - top_bracket=k_top_bracket - ) + # Railing system + railings = build_railings( + span_length=self.span_length_L, + deck_top_z=deck_out["deck_top_z"], + total_deck_width=deck_out["total_deck_width"], - # Deck system - deck_out = build_deck( - span_length_L=span_length_L, - girder_section_d=girder_section_d, - deck_thickness=deck_thickness, + footpath_config=self.footpath_config, - footpath_config=footpath_config, - carriageway_width=carriageway_width, - crash_barrier_base_width=crash_barrier_base_width, - footpath_width=footpath_width, - railing_width=railing_width - ) + railing_width=self.railing_width, + railing_height=self.railing_height, + rail_count=self.rail_count + ) - # Crash barrier system - crash_barriers = build_crash_barriers( - span_length_L=span_length_L, - deck_top_z=deck_out["deck_top_z"], - - footpath_config=footpath_config, - carriageway_width=carriageway_width, - - crash_barrier_width=crash_barrier_width, - crash_barrier_height=crash_barrier_height, - crash_barrier_base_width=crash_barrier_base_width, - - footpath_width=footpath_width, - railing_width=railing_width - ) - - # Median system - median_barriers = [] - - if enable_median: - median_barriers = build_median( - span_length=span_length_L, - deck_top_z=deck_out["deck_top_z"], - carriageway_center_y=deck_out["carriageway_center_y"], + return { + "girders": girders, + "stiffeners": stiffeners, + "cross_bracings": cross_bracings, - crash_barrier_width=crash_barrier_width, - crash_barrier_height=crash_barrier_height, - crash_barrier_base_width=crash_barrier_base_width, + "deck_slab": deck_out["deck_slab"], + "deck_textures": deck_out["deck_textures"], + "deck_top_z": deck_out["deck_top_z"], + "total_deck_width": deck_out["total_deck_width"], - median_gap=median_gap - ) + "crash_barriers": crash_barriers, + "median_barriers": median_barriers, + "railings": railings + } - # Railing system - railings = build_railings( - span_length=span_length_L, - deck_top_z=deck_out["deck_top_z"], - total_deck_width=deck_out["total_deck_width"], - - footpath_config=footpath_config, - - railing_width=railing_width, - railing_height=railing_height, - rail_count=rail_count - ) - - # Final output - return { - "girders": girders, - "stiffeners": stiffeners, - "cross_bracings": cross_bracings, - - "deck_slab": deck_out["deck_slab"], - "deck_textures": deck_out["deck_textures"], - "deck_top_z": deck_out["deck_top_z"], - "total_deck_width": deck_out["total_deck_width"], - - "crash_barriers": crash_barriers, - "median_barriers": median_barriers, - "railings": railings - } From f8d413970d0b6809239173e2a52f72f6b98857e0 Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Sat, 17 Jan 2026 01:57:14 +0530 Subject: [PATCH 012/225] Add zoom in/out buttons to CAD viewer --- src/osdagbridge/desktop/ui/cad_3d.py | 259 +++++++++++++++++++++------ 1 file changed, 204 insertions(+), 55 deletions(-) diff --git a/src/osdagbridge/desktop/ui/cad_3d.py b/src/osdagbridge/desktop/ui/cad_3d.py index a35a72644..d12c1658a 100644 --- a/src/osdagbridge/desktop/ui/cad_3d.py +++ b/src/osdagbridge/desktop/ui/cad_3d.py @@ -11,22 +11,23 @@ QApplication, QMainWindow, QWidget, - QVBoxLayout + QVBoxLayout, + QPushButton ) +from PySide6.QtCore import QTimer, Qt from OCC.Core.Quantity import Quantity_Color, Quantity_TOC_RGB +from OCC.Display.backend import load_backend # CAD generator from osdagbridge.core.bridge_types.plate_girder.cad_generator import ( PlateGirderCADGenerator ) -# Custom 3D Viewer +# Custom 3D Viewer from osdagbridge.desktop.ui.utils.custom_3dviewer import CustomViewer3d -# MAIN WINDOW - class CAD3DWindow(QMainWindow): """ Main 3D CAD window for OsdagBridge. @@ -41,14 +42,18 @@ def __init__(self, parent=None): # CAD generator self.generator = PlateGirderCADGenerator() - # UI setup - self.setup_ui() - self.setup_viewer() + self.generator.model_data = self.generator.generate() - # Load initial CAD - self.load_bridge() + # Internal CAD state + self.viewer = None + self.display = None + self._cad_init_pending = True + + # UI + CAD setup + self.setup_ui() + self.init_display() - # UI SETUP + # -UI SETUP def setup_ui(self): central_widget = QWidget(self) @@ -57,100 +62,244 @@ def setup_ui(self): self.layout = QVBoxLayout(central_widget) self.layout.setContentsMargins(0, 0, 0, 0) - def setup_viewer(self): + # CAD INITIALIZATION + + def init_display(self): + """ + CAD initialization. + + - Locks pythonOCC backend + - Creates CustomViewer3d + - Defers InitDriver for safety + """ + + load_backend("pyside6") + self.viewer = CustomViewer3d(self) self.viewer.setMouseTracking(True) + self.layout.addWidget(self.viewer) - # Initialize OCC driver - self.viewer.InitDriver() + QTimer.singleShot(0, self._deferred_init_driver) - self.viewer.context = self.viewer._display.Context - self.viewer.view = self.viewer._display.View + def _deferred_init_driver(self): + if not self._cad_init_pending: + return - self.layout.addWidget(self.viewer) + self.viewer.InitDriver() + self._cad_init_pending = False - # CAD DISPLAY + self._complete_cad_init() + self.load_bridge() - def load_bridge(self): + def _complete_cad_init(self): """ - Generate and display bridge CAD. + Complete CAD setup after InitDriver. + REQUIRED for hover, selection, view cube. """ - cad_data = self.generator.generate() - display = self.viewer._display + + self.display = self.viewer._display + + self.viewer.context = self.display.Context + self.viewer.view = self.display.View + + self.viewer.context.SetAutomaticHilight(False) + + if hasattr(self.viewer, "display_view_cube"): + self.viewer.display_view_cube() + + # ADD ZOOM BUTTONS + self.create_cad_view_controls() + + def _is_display_ready(self): + return self.display is not None and not self._cad_init_pending + + # CAD DISPLAY + def load_bridge(self): + if not self._is_display_ready(): + return + + cad_data = self.generator.model_data + display = self.display + context = self.viewer.context if hasattr(self.viewer, "cleanup_for_new_model"): self.viewer.cleanup_for_new_model() display.EraseAll() - # Colors + # ---------- COLORS ---------- GIRDER_COLOR = Quantity_Color(72/255, 72/255, 54/255, Quantity_TOC_RGB) STIFFENER_COLOR = Quantity_Color(30/255, 30/255, 30/255, Quantity_TOC_RGB) DECK_COLOR = Quantity_Color(180/255, 180/255, 180/255, Quantity_TOC_RGB) BARRIER_COLOR = Quantity_Color(120/255, 120/255, 120/255, Quantity_TOC_RGB) BRACING_COLOR = Quantity_Color(60/255, 60/255, 60/255, Quantity_TOC_RGB) - # Girders - for g in cad_data.get("girders", []): - display.DisplayShape(g, color=GIRDER_COLOR, update=False) + # ---------- HELPER ---------- + def display_and_register(shapes, key, label, color): + if not shapes: + return - # Stiffeners - for s in cad_data.get("stiffeners", []): - display.DisplayShape(s, color=STIFFENER_COLOR, update=False) + if not isinstance(shapes, list): + shapes = [shapes] - # Cross bracings - for b in cad_data.get("cross_bracings", []): - display.DisplayShape(b, color=BRACING_COLOR, update=False) + ais_list = [] - # Deck - display.DisplayShape( - cad_data["deck_slab"], - color=DECK_COLOR, - update=False + for shp in shapes: + ais = display.DisplayShape(shp, color=color, update=False) + ais = ais[0] if isinstance(ais, list) else ais + + context.Activate(ais, 0) # REQUIRED for hover + ais_list.append(ais) + + self.viewer.model_ais_objects[key] = ais_list + self.viewer.model_hover_labels[key] = label + + # ---------- DISPLAY + REGISTER ---------- + display_and_register( + cad_data.get("girders", []), + "Girder", + "Girder", + GIRDER_COLOR ) - # Deck textures + + display_and_register( + cad_data.get("stiffeners", []), + "Stiffener", + "Stiffener", + STIFFENER_COLOR + ) + + display_and_register( + cad_data.get("cross_bracings", []), + "Cross Bracing", + "Cross Bracing", + BRACING_COLOR + ) + + display_and_register( + cad_data.get("deck_slab"), + "Deck", + "Deck Slab", + DECK_COLOR + ) + # ---------- DECK TEXTURES (DISPLAY ONLY, NO HOVER) ---------- for tex in cad_data.get("deck_textures", []): display.DisplayShape( tex, - color=Quantity_Color(0.2,0.2,0.2, Quantity_TOC_RGB), + color=Quantity_Color(0.2, 0.2, 0.2, Quantity_TOC_RGB), update=False ) - # Crash barriers - for cb in cad_data.get("crash_barriers", []): - display.DisplayShape(cb, color=BARRIER_COLOR, update=False) - # Median - for mb in cad_data.get("median_barriers", []): - display.DisplayShape(mb, color=BARRIER_COLOR, update=False) + display_and_register( + cad_data.get("crash_barriers", []), + "Crash Barrier", + "Crash Barrier", + BARRIER_COLOR + ) + + display_and_register( + cad_data.get("median_barriers", []), + "Median", + "Median Barrier", + BARRIER_COLOR + ) - # Railings - for r in cad_data.get("railings", []): - display.DisplayShape(r, color=BARRIER_COLOR, update=False) + display_and_register( + cad_data.get("railings", []), + "Railing", + "Railing", + BARRIER_COLOR + ) - # View setup (Osdag standard) + # ---------- FINAL VIEW ---------- display.View_Iso() display.FitAll() if hasattr(self.viewer, "display_view_cube"): self.viewer.display_view_cube() - # REGENERATION + + # ZOOM CONTROLS + + def create_cad_view_controls(self): + """Create zoom buttons below the view cube.""" + + self._view_cube_size = 75 + self._view_cube_margin = 10 + self._zoom_btn_size = 40 + self._zoom_spacing = 6 + + self.zoom_in_btn = QPushButton("+", self.viewer) + self.zoom_in_btn.setFixedSize(self._zoom_btn_size, self._zoom_btn_size) + self.zoom_in_btn.setCursor(Qt.PointingHandCursor) + self.zoom_in_btn.clicked.connect(lambda: self.display.ZoomFactor(1.1)) + self._style_zoom_button(self.zoom_in_btn) + + self.zoom_out_btn = QPushButton("-", self.viewer) + self.zoom_out_btn.setFixedSize(self._zoom_btn_size, self._zoom_btn_size) + self.zoom_out_btn.setCursor(Qt.PointingHandCursor) + self.zoom_out_btn.clicked.connect(lambda: self.display.ZoomFactor(1 / 1.1)) + self._style_zoom_button(self.zoom_out_btn) + + self.zoom_in_btn.show() + self.zoom_out_btn.show() + + self.position_zoom_buttons() + + self._orig_resize_event = self.viewer.resizeEvent + self.viewer.resizeEvent = self._cad_resize_proxy + + def _style_zoom_button(self, btn): + btn.setStyleSheet(""" + QPushButton { + font-size: 20px; + font-weight: bold; + background-color: white; + border: 1px solid #bdbdbd; + } + QPushButton:hover { + background-color: #e6e6e6; + } + QPushButton:pressed { + background-color: #d6d6d6; + } + """) + + def position_zoom_buttons(self): + if not hasattr(self, "zoom_in_btn"): + return + + w = self.viewer.width() + + cube_right = w - self._view_cube_margin + cube_left = cube_right - self._view_cube_size + + cube_bottom = self._view_cube_margin + self._view_cube_size + 30 + + center_x = cube_left + self._view_cube_size // 2 + btn_x = center_x - self._zoom_btn_size // 2 + + btn_y_1 = cube_bottom + self._zoom_spacing + btn_y_2 = btn_y_1 + self._zoom_btn_size + self._zoom_spacing + + self.zoom_in_btn.move(btn_x, btn_y_1) + self.zoom_out_btn.move(btn_x, btn_y_2) + + def _cad_resize_proxy(self, event): + if self._orig_resize_event: + self._orig_resize_event(event) + self.position_zoom_buttons() + def regenerate_bridge(self): - """ - Regenerate CAD (used when parameters change). - """ self.load_bridge() -# ENTRY POINT def main(): app = QApplication(sys.argv) - win = CAD3DWindow() win.show() - sys.exit(app.exec()) From d55c834cf08d8669426a33618827cf6a65023e2f Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Sat, 17 Jan 2026 01:57:31 +0530 Subject: [PATCH 013/225] Enable hover labels for CAD components --- .../plate_girder/cad_generator.py | 149 +++++++++++++++++- 1 file changed, 148 insertions(+), 1 deletion(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py b/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py index f4195ca55..0943ad396 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py @@ -3,6 +3,11 @@ """ +from OCC.Core.Quantity import Quantity_Color, Quantity_TOC_RGB, Quantity_NOC_BLACK +from OCC.Core.TopoDS import TopoDS_Shape +from OCC.Core.AIS import AIS_Shape +from OCC.Core.TopAbs import TopAbs_EDGE + # Builder imports from osdagbridge.core.bridge_components.super_structure.plate_girder.builder import ( @@ -30,6 +35,17 @@ ) +KEY_CAD_GIRDER = "Girder" +KEY_CAD_STIFFENER = "Stiffener" +KEY_CAD_CROSS_BRACING = "Cross Bracing" +KEY_CAD_DECK = "Deck" +KEY_CAD_CRASH_BARRIER = "Crash Barrier" +KEY_CAD_RAILING = "Railing" +KEY_CAD_MEDIAN = "Median" +KEY_MODULE_PG = "Plate Girder" + + + # CAD GENERATOR CLASS class PlateGirderCADGenerator: @@ -39,8 +55,9 @@ class PlateGirderCADGenerator: Holds parameters and generates assembled CAD geometry. """ - def __init__(self): + def __init__(self, bridge_type = KEY_MODULE_PG): + self.bridge_type = bridge_type # GIRDERS PARAMETERS self.span_length_L = 25000 @@ -209,3 +226,133 @@ def generate(self): "railings": railings } + def display_3dModel(self, component): + + hover_dict = { + KEY_CAD_GIRDER: "Girder", + KEY_CAD_STIFFENER: "Stiffener", + KEY_CAD_DECK: "Deck", + KEY_CAD_CRASH_BARRIER: "Crash Barrier", + KEY_CAD_RAILING: "Railing", + KEY_CAD_MEDIAN: "Median" + } + + GIRDER_COLOR = Quantity_Color(72/255, 72/255, 54/255, Quantity_TOC_RGB) + STIFFENER_COLOR = Quantity_Color(30/255, 30/255, 30/255, Quantity_TOC_RGB) + DECK_COLOR = Quantity_Color(180/255, 180/255, 180/255, Quantity_TOC_RGB) + BARRIER_COLOR = Quantity_Color(120/255, 120/255, 120/255, Quantity_TOC_RGB) + BRACING_COLOR = Quantity_Color(60/255, 60/255, 60/255, Quantity_TOC_RGB) + RAILING_COLOR = Quantity_Color(120/255, 120/255, 120/255, Quantity_TOC_RGB) + MEDIAN_COLOR = Quantity_Color(120/255, 120/255, 120/255, Quantity_TOC_RGB) + + self.component = component + + if self.component == "Girder": + label = [KEY_CAD_GIRDER, hover_dict.get(KEY_CAD_GIRDER)] + shapes = self.model_data["girders"] + osdag_display_shape(self.display, shapes, color=GIRDER_COLOR, update=True, label=label, canvas=self.cad_widget) + + elif self.component == "Stiffener": + label = [KEY_CAD_STIFFENER, hover_dict.get(KEY_CAD_STIFFENER)] + shapes = self.model_data["stiffeners"] + osdag_display_shape(self.display, shapes, color=STIFFENER_COLOR, update=True, label=label, canvas=self.cad_widget) + + elif self.component == "Cross Bracing": + label = [KEY_CAD_CROSS_BRACING, hover_dict.get(KEY_CAD_CROSS_BRACING)] + shapes = self.model_data["cross_bracings"] + osdag_display_shape(self.display, shapes, color=BRACING_COLOR, update=True, label=label, canvas=self.cad_widget) + + elif self.component == "Deck": + label = [KEY_CAD_DECK, hover_dict.get(KEY_CAD_DECK)] + shapes = self.model_data["deck_slab"] + osdag_display_shape(self.display, shapes, color=DECK_COLOR, update=True, label=label, canvas=self.cad_widget) + + elif self.component == "Crash Barrier": + label = [KEY_CAD_CRASH_BARRIER, hover_dict.get(KEY_CAD_CRASH_BARRIER)] + shapes = self.model_data["crash_barriers"] + osdag_display_shape(self.display, shapes, color=BARRIER_COLOR, update=True, label=label, canvas=self.cad_widget) + + elif self.component == "Railing": + label = [KEY_CAD_RAILING, hover_dict.get(KEY_CAD_RAILING)] + shapes = self.model_data["railings"] + osdag_display_shape(self.display, shapes, color=RAILING_COLOR, update=True, label=label, canvas=self.cad_widget) + + elif self.component == "Median": + label = [KEY_CAD_MEDIAN, hover_dict.get(KEY_CAD_MEDIAN)] + shapes = self.model_data["median_barriers"] + osdag_display_shape(self.display, shapes, color=MEDIAN_COLOR, update=True, label=label, canvas=self.cad_widget) + + +def osdag_display_shape(display, shapes, material=None, texture=None, color=None, transparency=None, update=False, label=[], canvas=None): + """ + Display a shape with edge styling and register with memory manager. + + All shapes and AIS objects are registered with OCCMemoryManager to prevent + Python's garbage collector from freeing them while OCC/OpenGL are using them. + """ + + set_default_edge_style(shapes, display) + ais_object = display.DisplayShape(shapes, material, texture, color, transparency, update=update) + ais = ais_object[0] if isinstance(ais_object, list) else ais_object + + + if canvas.model_ais_objects.get(label[0]) is None: + canvas.model_ais_objects[label[0]] = [ais] + else: + canvas.model_ais_objects[label[0]] += [ais] + + # Activate selection mode for whole entity + display.Context.Activate(ais, 0) + + +def color_the_edges(shp, display, color, width): + """ + Colors the edges of a given shape. + + :param shp: The shape to color (TopoDS_Shape). + :param display: The display context for rendering the shape. + :param color: The color to apply to the edges (Quantity_Color or predefined constant like Quantity_NOC_BLACK). + :param width: The width of the edges. + """ + if not isinstance(shp, TopoDS_Shape): + raise TypeError("The 'shp' parameter must be a valid TopoDS_Shape.") + # shapeList = [] + try: + # Initialize the edge explorer for the given shape + Ex = TopExp_Explorer(shp, TopAbs_EDGE) + # Get the display context + ctx = display.Context + # Iterate over the edges in the shape + while Ex.More(): + # Extract the current edge + aEdge = topods.Edge(Ex.Current()) + + # Create an AIS_Shape for the edge + ais_shape = AIS_Shape(aEdge) + # Set the color + ais_shape.SetColor(color) + # Display the edge + ctx.Display(ais_shape, False) + + # Store the edge for tracking + # shapeList.append(aEdge) + + # Move to the next edge + Ex.Next() + + except Exception as e: + print(f"An error occurred: {e}") + traceback.print_exc() # This will print the full traceback + + raise RuntimeError(f"Error while coloring edges: {e}") + + # return shapeList + + + +def set_default_edge_style(shp, display): + try: + color_the_edges(shp, display, Quantity_Color(Quantity_NOC_BLACK), 0.5) + except Exception as e: + # Edge styling is optional - don't crash if it fails + pass From 803388716bb17cbf197b98b538d61b501cce9804 Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Tue, 27 Jan 2026 18:30:02 +0530 Subject: [PATCH 014/225] Implement checkbox-based component isolation in 3D CAD viewer --- src/osdagbridge/desktop/ui/cad_3d.py | 158 +++++++++++++++++++++++++-- 1 file changed, 150 insertions(+), 8 deletions(-) diff --git a/src/osdagbridge/desktop/ui/cad_3d.py b/src/osdagbridge/desktop/ui/cad_3d.py index d12c1658a..1abc49c3a 100644 --- a/src/osdagbridge/desktop/ui/cad_3d.py +++ b/src/osdagbridge/desktop/ui/cad_3d.py @@ -12,6 +12,8 @@ QMainWindow, QWidget, QVBoxLayout, + QHBoxLayout, + QCheckBox, QPushButton ) from PySide6.QtCore import QTimer, Qt @@ -53,7 +55,7 @@ def __init__(self, parent=None): self.setup_ui() self.init_display() - # -UI SETUP + # UI SETUP def setup_ui(self): central_widget = QWidget(self) @@ -62,13 +64,18 @@ def setup_ui(self): self.layout = QVBoxLayout(central_widget) self.layout.setContentsMargins(0, 0, 0, 0) + # Component selector + self.component_selector = BridgeComponentCheckbox(self) + self.component_selector.hide() + self.layout.addWidget(self.component_selector) + + # CAD INITIALIZATION def init_display(self): """ CAD initialization. - - Locks pythonOCC backend - Creates CustomViewer3d - Defers InitDriver for safety """ @@ -126,14 +133,14 @@ def load_bridge(self): self.viewer.cleanup_for_new_model() display.EraseAll() - # ---------- COLORS ---------- + # COLORS GIRDER_COLOR = Quantity_Color(72/255, 72/255, 54/255, Quantity_TOC_RGB) STIFFENER_COLOR = Quantity_Color(30/255, 30/255, 30/255, Quantity_TOC_RGB) DECK_COLOR = Quantity_Color(180/255, 180/255, 180/255, Quantity_TOC_RGB) BARRIER_COLOR = Quantity_Color(120/255, 120/255, 120/255, Quantity_TOC_RGB) BRACING_COLOR = Quantity_Color(60/255, 60/255, 60/255, Quantity_TOC_RGB) - # ---------- HELPER ---------- + # HELPER def display_and_register(shapes, key, label, color): if not shapes: return @@ -153,7 +160,10 @@ def display_and_register(shapes, key, label, color): self.viewer.model_ais_objects[key] = ais_list self.viewer.model_hover_labels[key] = label - # ---------- DISPLAY + REGISTER ---------- + # DISPLAY + REGISTER + + self.viewer.model_ais_objects = {} + display_and_register( cad_data.get("girders", []), "Girder", @@ -181,13 +191,18 @@ def display_and_register(shapes, key, label, color): "Deck Slab", DECK_COLOR ) - # ---------- DECK TEXTURES (DISPLAY ONLY, NO HOVER) ---------- + # DECK TEXTURES (DISPLAY ONLY, NO HOVER) + self.viewer.deck_texture_ais = [] + for tex in cad_data.get("deck_textures", []): - display.DisplayShape( + ais = display.DisplayShape( tex, color=Quantity_Color(0.2, 0.2, 0.2, Quantity_TOC_RGB), update=False ) + ais = ais[0] if isinstance(ais, list) else ais + self.viewer.deck_texture_ais.append(ais) + display_and_register( @@ -211,7 +226,7 @@ def display_and_register(shapes, key, label, color): BARRIER_COLOR ) - # ---------- FINAL VIEW ---------- + # FINAL VIEW display.View_Iso() display.FitAll() @@ -219,6 +234,8 @@ def display_and_register(shapes, key, label, color): self.viewer.display_view_cube() + self.component_selector.show() + # ZOOM CONTROLS def create_cad_view_controls(self): @@ -290,12 +307,137 @@ def _cad_resize_proxy(self, event): self._orig_resize_event(event) self.position_zoom_buttons() + def show_full_model(self): + """ + Display all bridge components + """ + if not self._is_display_ready(): + return + + context = self.viewer.context + + # Show all structural components + for ais_list in self.viewer.model_ais_objects.values(): + for ais in ais_list: + context.Display(ais, False) + + # Show deck textures + for ais in getattr(self.viewer, "deck_texture_ais", []): + context.Display(ais, False) + + self.display.FitAll() + self.display.Repaint() + + + def isolate_component(self, component_key): + """ + Isolate a single bridge component using AIS visibility + Deck textures shown ONLY for Deck + """ + if not self._is_display_ready(): + return + + context = self.viewer.context + + # Hide all structural components + for ais_list in self.viewer.model_ais_objects.values(): + for ais in ais_list: + context.Erase(ais, False) + + # Hide deck textures by default + for ais in getattr(self.viewer, "deck_texture_ais", []): + context.Erase(ais, False) + + # Show selected component + for ais in self.viewer.model_ais_objects.get(component_key, []): + context.Display(ais, False) + + # Show deck textures ONLY if Deck is selected + if component_key == "Deck": + for ais in getattr(self.viewer, "deck_texture_ais", []): + context.Display(ais, False) + + self.display.FitAll() + self.display.Repaint() + + def regenerate_bridge(self): self.load_bridge() +class BridgeComponentCheckbox(QWidget): + """ + Horizontal component selector + """ + def __init__(self, parent: CAD3DWindow): + super().__init__(parent) + self.parent = parent + + self.setObjectName("cad_component_selector") + self.setFixedHeight(30) + + layout = QHBoxLayout(self) + layout.setContentsMargins(12, 4, 12, 4) + layout.setSpacing(16) + + layout.addStretch() + + self.checkboxes = [] + + + self.components = [ + ("Model", None), + ("Girder", "Girder"), + ("Deck", "Deck"), + ("Cross Bracing", "Cross Bracing"), + ("Crash Barrier", "Crash Barrier"), + ("Median", "Median"), + ("Railing", "Railing"), + ] + + for label, key in self.components: + cb = QCheckBox(label, self) + cb.setObjectName(label) + cb.setCursor(Qt.PointingHandCursor) + + cb.clicked.connect( + lambda checked, k=key, c=cb: self._on_click(k, c, checked) + ) + + layout.addWidget(cb) + self.checkboxes.append(cb) + + layout.addStretch() + + # Default selection → Model + self.checkboxes[0].setChecked(True) + + def _on_click(self, component_key, clicked_cb, checked): + """ + Enforce single selection (Osdag behavior) + """ + if checked: + # Uncheck all others + for cb in self.checkboxes: + if cb != clicked_cb: + cb.blockSignals(True) + cb.setChecked(False) + cb.blockSignals(False) + + # if none is selected -> then full model + if component_key is None: + self.parent.show_full_model() + else: + self.parent.isolate_component(component_key) + + else: + # Prevent "no selection" state + clicked_cb.blockSignals(True) + clicked_cb.setChecked(True) + clicked_cb.blockSignals(False) + def main(): app = QApplication(sys.argv) win = CAD3DWindow() From 9b2308c4dad2670047a2dc982e11a728784d1484 Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Wed, 28 Jan 2026 01:30:56 +0530 Subject: [PATCH 015/225] plate girder: use plate girder geometry for bridge model --- .../super_structure/plate_girder/builder.py | 349 +++++++++--------- 1 file changed, 176 insertions(+), 173 deletions(-) diff --git a/src/osdagbridge/core/bridge_components/super_structure/plate_girder/builder.py b/src/osdagbridge/core/bridge_components/super_structure/plate_girder/builder.py index 18aff14ed..c722f8656 100644 --- a/src/osdagbridge/core/bridge_components/super_structure/plate_girder/builder.py +++ b/src/osdagbridge/core/bridge_components/super_structure/plate_girder/builder.py @@ -1,218 +1,221 @@ """ -Plate girder builder. - -- I-section geometry -- stiffener geometry -- girder + stiffener assembly +Plate Girder Geometry Builder (Geometry Only) +- Based on standalone Osdag CAD plate girder logic +- NO welds +- NO viewer +- NO fusion +- Returns raw TopoDS_Shapes for Bridge CAD pipeline """ -# OCC imports +import math +import numpy as np -from OCC.Core.gp import gp_Vec, gp_Trsf -from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeBox -from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse -from OCC.Core.BRepBuilderAPI import BRepBuilderAPI_Transform +from OCC.Core.gp import gp_Pnt, gp_Vec, gp_Trsf, gp_Ax3, gp_Dir +from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakePrism +from OCC.Core.BRepBuilderAPI import ( + BRepBuilderAPI_MakeEdge, + BRepBuilderAPI_MakeWire, + BRepBuilderAPI_MakeFace, + BRepBuilderAPI_Transform +) -# I-SECTION GEOMETRY +# ------------------------------------------------------------------ +# Helper geometry utilities (from standalone code) +# ------------------------------------------------------------------ -def create_i_section( - length, - width, - depth, - flange_thickness, - web_thickness -): - """ - Create an I-section CAD solid aligned along +X axis. - """ +def _make_edge(p1, p2): + return BRepBuilderAPI_MakeEdge(p1, p2).Edge() - web_height = depth - 2 * flange_thickness - # Bottom flange - bottom_flange = BRepPrimAPI_MakeBox( - length, width, flange_thickness - ).Shape() +def _make_wire_from_points(points): + wire_maker = BRepBuilderAPI_MakeWire() + for i in range(len(points)): + p_start = points[i] + p_end = points[(i + 1) % len(points)] + wire_maker.Add(_make_edge(p_start, p_end)) + return wire_maker.Wire() - # Top flange - top_flange = BRepPrimAPI_MakeBox( - length, width, flange_thickness - ).Shape() - trsf = gp_Trsf() - trsf.SetTranslation( - gp_Vec(0, 0, depth - flange_thickness) - ) - top_flange = BRepBuilderAPI_Transform( - top_flange, trsf, True - ).Shape() +def _make_plate(origin, length, width, thickness, u_dir, w_dir): + """ + Generic rectangular plate creator using face + prism. + """ + v_dir = np.cross(w_dir, u_dir) - # Web - web = BRepPrimAPI_MakeBox( - length, - web_thickness, - web_height - ).Shape() + a1 = origin + (thickness / 2) * u_dir + (length / 2) * v_dir + a2 = origin - (thickness / 2) * u_dir + (length / 2) * v_dir + a3 = origin - (thickness / 2) * u_dir - (length / 2) * v_dir + a4 = origin + (thickness / 2) * u_dir - (length / 2) * v_dir - trsf = gp_Trsf() - trsf.SetTranslation( - gp_Vec( - 0, - (width - web_thickness) / 2, - flange_thickness - ) - ) - web = BRepBuilderAPI_Transform( - web, trsf, True - ).Shape() + pts = [ + gp_Pnt(*a1), + gp_Pnt(*a2), + gp_Pnt(*a3), + gp_Pnt(*a4), + ] - # Fuse - section = BRepAlgoAPI_Fuse( - bottom_flange, top_flange - ).Shape() - section = BRepAlgoAPI_Fuse( - section, web - ).Shape() + wire = _make_wire_from_points(pts) + face = BRepBuilderAPI_MakeFace(wire).Face() - return section + extrude_vec = gp_Vec(*(width * w_dir)) + return BRepPrimAPI_MakePrism(face, extrude_vec).Shape() -# STIFFENER GEOMETRY +from OCC.Core.gp import gp_Ax1, gp_Dir +from OCC.Core.BRepBuilderAPI import BRepBuilderAPI_Transform -def _translate(shape, dx=0, dy=0, dz=0): +def _rotate_about_z(shape, angle_deg): trsf = gp_Trsf() - trsf.SetTranslation(gp_Vec(dx, dy, dz)) - return BRepBuilderAPI_Transform( - shape, trsf, True - ).Shape() + trsf.SetRotation(gp_Ax1(gp_Pnt(0, 0, 0), gp_Dir(0, 0, 1)), + math.radians(angle_deg)) + return BRepBuilderAPI_Transform(shape, trsf, True).Shape() -def create_girder_stiffeners( - *, - girder_depth, - girder_flange_thickness, - girder_web_thickness, - girder_flange_width, - stiffener_width, - stiffener_length, - x_offset=0.0 -): +def _create_stiffener_plate(position, width, height, thickness, chamfer, side): """ - Create LEFT and RIGHT web stiffeners - consistent with create_i_section(). + Creates a single stiffener plate (left or right). + Geometry copied from standalone logic (no welds). """ + x, y, z = map(float, position) + c = chamfer + + if side == "right": + pts = [ + gp_Pnt(0, 0, height/2 - c), + gp_Pnt(c, 0, height/2), + gp_Pnt(width, 0, height/2), + gp_Pnt(width, 0, -height/2), + gp_Pnt(c, 0, -height/2), + gp_Pnt(0, 0, -height/2 + c), + ] + else: # left + pts = [ + gp_Pnt(0, 0, height/2 - c), + gp_Pnt(0, 0, -height/2 + c), + gp_Pnt(-c, 0, -height/2), + gp_Pnt(-width, 0, -height/2), + gp_Pnt(-width, 0, height/2), + gp_Pnt(-c, 0, height/2), + ] + + wire = BRepBuilderAPI_MakeWire() + for i in range(len(pts)): + wire.Add(BRepBuilderAPI_MakeEdge(pts[i], pts[(i + 1) % len(pts)]).Edge()) + + face = BRepBuilderAPI_MakeFace(wire.Wire()).Face() + solid = BRepPrimAPI_MakePrism(face, gp_Vec(0, thickness, 0)).Shape() + + local_ax = gp_Ax3(gp_Pnt(0, 0, 0), gp_Dir(0, 0, 1), gp_Dir(0, 1, 0)) + global_ax = gp_Ax3(gp_Pnt(x, y - thickness / 2, z), gp_Dir(0, 0, 1), gp_Dir(0, 1, 0)) - stiffener_height = ( - girder_depth - 2 * girder_flange_thickness - ) - - plate = BRepPrimAPI_MakeBox( - stiffener_length, - stiffener_width, - stiffener_height - ).Shape() - - z_offset = girder_flange_thickness - - web_left_y = ( - girder_flange_width - girder_web_thickness - ) / 2 - web_right_y = web_left_y + girder_web_thickness - - left = _translate( - plate, - dx=x_offset, - dy=web_left_y - stiffener_width, - dz=z_offset - ) - - right = _translate( - plate, - dx=x_offset, - dy=web_right_y, - dz=z_offset - ) + trsf = gp_Trsf() + trsf.SetDisplacement(local_ax, global_ax) - return left, right + return BRepBuilderAPI_Transform(solid, trsf, True).Shape() -# GIRDER ASSEMBLY +# ------------------------------------------------------------------ +# MAIN API — this replaces old I-section builder +# ------------------------------------------------------------------ -def build_girders( +def build_plate_girder_geometry( *, - span_length_L, - girder_section_d, - girder_section_bf, - girder_section_tf, - girder_section_tw, - num_girders, - girder_spacing, - stiffener_width, - stiffener_length + D, + tw, + length, + T_ft, + T_fb, + B_ft, + B_fb, + stiffener_spacing, + T_is, + chamfer_length ): """ - Builds girders symmetrically about centerline - and places stiffeners at both ends. + Geometry-only Plate Girder builder for Osdag Bridge. """ - girders = [] - stiffeners = [] - - total_width = (num_girders - 1) * girder_spacing + # Directions (same as standalone) + u_dir = np.array([0., 0., 1.]) + w_dir = np.array([0., 1., 0.]) + + # Web plate + web = _make_plate( + origin=np.array([0., 0., 0.]), + length=tw, + width=length, + thickness=D, + u_dir=u_dir, + w_dir=w_dir + ) - for i in range(num_girders): + # Top flange + top_flange = _make_plate( + origin=np.array([0., 0., (D + T_ft) / 2]), + length=B_ft, + width=length, + thickness=T_ft, + u_dir=u_dir, + w_dir=w_dir + ) - # 1. Girder - girder = create_i_section( - span_length_L, - girder_section_bf, - girder_section_d, - girder_section_tf, - girder_section_tw - ) + # Bottom flange + bottom_flange = _make_plate( + origin=np.array([0., 0., -(D + T_fb) / 2]), + length=B_fb, + width=length, + thickness=T_fb, + u_dir=u_dir, + w_dir=w_dir + ) - # 2. Stiffeners (start) - s_l, s_r = create_girder_stiffeners( - girder_depth=girder_section_d, - girder_flange_width=girder_section_bf, - girder_web_thickness=girder_section_tw, - girder_flange_thickness=girder_section_tf, - stiffener_width=stiffener_width, - stiffener_length=stiffener_length, - x_offset=0.0 + # Stiffeners (intermediate only, no end stiffeners) + stiffeners = [] + eff_depth = D - T_ft - T_fb + stiff_width = (min(B_ft, B_fb) - tw) / 2 + + num_panels = max(1, int(length // stiffener_spacing)) + + for i in range(1, num_panels): + y = i * stiffener_spacing + + stiffeners.append( + _create_stiffener_plate( + position=[ tw / 2, y, 0 ], + width=stiff_width, + height=D, + thickness=T_is, + chamfer=chamfer_length, + side="right" + ) ) - # 3. Stiffeners (end) - e_l, e_r = create_girder_stiffeners( - girder_depth=girder_section_d, - girder_flange_width=girder_section_bf, - girder_web_thickness=girder_section_tw, - girder_flange_thickness=girder_section_tf, - stiffener_width=stiffener_width, - stiffener_length=stiffener_length, - x_offset=span_length_L - stiffener_length + stiffeners.append( + _create_stiffener_plate( + position=[ -tw / 2, y, 0 ], + width=stiff_width, + height=D, + thickness=T_is, + chamfer=chamfer_length, + side="left" + ) ) - local_stiffeners = [s_l, s_r, e_l, e_r] - # 4. Y placement - y_offset = (i * girder_spacing) - (total_width / 2) + web = _rotate_about_z(web, -90) + top_flange = _rotate_about_z(top_flange, -90) + bottom_flange = _rotate_about_z(bottom_flange, -90) - trsf = gp_Trsf() - trsf.SetTranslation(gp_Vec(0, y_offset, 0)) + stiffeners = [ + _rotate_about_z(s, -90) for s in stiffeners + ] - girders.append( - BRepBuilderAPI_Transform( - girder, trsf, True - ).Shape() - ) - - for stiff in local_stiffeners: - stiffeners.append( - BRepBuilderAPI_Transform( - stiff, trsf, True - ).Shape() - ) - return girders, stiffeners + return { + "web": web, + "top_flange": top_flange, + "bottom_flange": bottom_flange, + "stiffeners": stiffeners + } From 2636d785d49e67b65be5818fb013320e2b5a3859 Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Wed, 28 Jan 2026 01:34:11 +0530 Subject: [PATCH 016/225] cross bracing: align members with plate girder geometry --- .../super_structure/cross_bracing/builder.py | 35 ++++++++++--------- 1 file changed, 19 insertions(+), 16 deletions(-) diff --git a/src/osdagbridge/core/bridge_components/super_structure/cross_bracing/builder.py b/src/osdagbridge/core/bridge_components/super_structure/cross_bracing/builder.py index 0af8d8306..3f6190ed7 100644 --- a/src/osdagbridge/core/bridge_components/super_structure/cross_bracing/builder.py +++ b/src/osdagbridge/core/bridge_components/super_structure/cross_bracing/builder.py @@ -207,7 +207,7 @@ def _create_horizontal_member_y( x, yL, yR, z, thickness, flange_width, section_type, dims, roll_sign ): - y0 = yL + flange_width + y0 = yL y1 = yR length = y1 - y0 y_mid = (y0 + y1) / 2 @@ -242,19 +242,23 @@ def _x_bracing( section_type, dims, bracket ): - z0 = tf / 2 - z1 = depth - tf / 2 + # ✅ WEB–FLANGE JUNCTIONS + z_bot = -depth / 2 + z_top = +depth / 2 - yl = yL + flange_w + yl = yL yr = yR + braces = [ + # Left TOP → Right BOTTOM _create_diagonal_member( - gp_Pnt(x, yl, z0), gp_Pnt(x, yr, z1), + gp_Pnt(x, yl, z_top), gp_Pnt(x, yr, z_bot), thickness, section_type, dims, +1 ), + # Left BOTTOM → Right TOP _create_diagonal_member( - gp_Pnt(x, yl, z1), gp_Pnt(x, yr, z0), + gp_Pnt(x, yl, z_bot), gp_Pnt(x, yr, z_top), thickness, section_type, dims, -1 ) ] @@ -262,7 +266,7 @@ def _x_bracing( if bracket in ("LOWER", "BOTH"): braces.append( _create_horizontal_member_y( - x, yL, yR, z0, + x, yL, yR, z_bot, thickness, flange_w, section_type, dims, +1 ) @@ -271,7 +275,7 @@ def _x_bracing( if bracket in ("UPPER", "BOTH"): braces.append( _create_horizontal_member_y( - x, yL, yR, z1, + x, yL, yR, z_top, thickness, flange_w, section_type, dims, +1 ) @@ -285,24 +289,24 @@ def _k_bracing( section_type, dims, top_bracket ): - z0 = tf / 2 - z1 = depth - tf / 2 + z_bot = -depth / 2 + z_top = +depth / 2 - yl = yL + flange_w + yl = yL yr = yR ym = (yl + yr) / 2 braces = [ _create_diagonal_member( - gp_Pnt(x, yl, z1), gp_Pnt(x, ym, z0), + gp_Pnt(x, yl, z_top), gp_Pnt(x, ym, z_bot), thickness, section_type, dims, +1 ), _create_diagonal_member( - gp_Pnt(x, yr, z1), gp_Pnt(x, ym, z0), + gp_Pnt(x, yr, z_top), gp_Pnt(x, ym, z_bot), thickness, section_type, dims, -1 ), _create_horizontal_member_y( - x, yL, yR, z0, + x, yL, yR, z_bot, thickness, flange_w, section_type, dims, +1 ) @@ -311,7 +315,7 @@ def _k_bracing( if top_bracket: braces.append( _create_horizontal_member_y( - x, yL, yR, z1, + x, yL, yR, z_top, thickness, flange_w, section_type, dims, +1 ) @@ -319,7 +323,6 @@ def _k_bracing( return braces - # PUBLIC API def build_cross_bracings( From b7522a3c966ef11d2d6b0951719ed0f367e59942 Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Wed, 28 Jan 2026 01:36:34 +0530 Subject: [PATCH 017/225] Fixed minor issues in plate girder geometry --- .../super_structure/plate_girder/builder.py | 9 +- .../plate_girder/cad_generator.py | 111 +++++++++++++----- 2 files changed, 82 insertions(+), 38 deletions(-) diff --git a/src/osdagbridge/core/bridge_components/super_structure/plate_girder/builder.py b/src/osdagbridge/core/bridge_components/super_structure/plate_girder/builder.py index c722f8656..559731808 100644 --- a/src/osdagbridge/core/bridge_components/super_structure/plate_girder/builder.py +++ b/src/osdagbridge/core/bridge_components/super_structure/plate_girder/builder.py @@ -1,7 +1,6 @@ """ Plate Girder Geometry Builder (Geometry Only) -- Based on standalone Osdag CAD plate girder logic - NO welds - NO viewer - NO fusion @@ -21,9 +20,7 @@ ) -# ------------------------------------------------------------------ -# Helper geometry utilities (from standalone code) -# ------------------------------------------------------------------ +# Helper geometry utilities ( def _make_edge(p1, p2): return BRepBuilderAPI_MakeEdge(p1, p2).Edge() @@ -116,9 +113,7 @@ def _create_stiffener_plate(position, width, height, thickness, chamfer, side): return BRepBuilderAPI_Transform(solid, trsf, True).Shape() -# ------------------------------------------------------------------ # MAIN API — this replaces old I-section builder -# ------------------------------------------------------------------ def build_plate_girder_geometry( *, @@ -137,7 +132,7 @@ def build_plate_girder_geometry( Geometry-only Plate Girder builder for Osdag Bridge. """ - # Directions (same as standalone) + # Directions u_dir = np.array([0., 0., 1.]) w_dir = np.array([0., 1., 0.]) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py b/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py index 0943ad396..47328b66d 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py @@ -11,9 +11,10 @@ # Builder imports from osdagbridge.core.bridge_components.super_structure.plate_girder.builder import ( - build_girders + build_plate_girder_geometry ) + from osdagbridge.core.bridge_components.super_structure.deck.builder import ( build_deck ) @@ -55,25 +56,28 @@ class PlateGirderCADGenerator: Holds parameters and generates assembled CAD geometry. """ - def __init__(self, bridge_type = KEY_MODULE_PG): + def __init__(self, bridge_type=KEY_MODULE_PG): self.bridge_type = bridge_type + # GIRDERS PARAMETERS self.span_length_L = 25000 - self.girder_section_d = 900 - self.girder_section_bf = 500 - self.girder_section_tf = 260 + self.girder_section_d = 900 # clear web depth + self.girder_section_bf = 500 #top flange width + self.girder_section_bf_b = 500 #bottom flange width + self.girder_section_tf = 260 #top flange thickness + self.girder_section_tf_b = 260 #bottom flange thickness self.girder_section_tw = 100 self.num_girders = 5 - self.girder_spacing = 2750 + self.girder_spacing = 2750 # center-to-center spacing # DECK PARAMETERS self.carriageway_width = 12000 self.deck_thickness = 400 - self.footpath_config = "LEFT" # NONE / LEFT / RIGHT / BOTH + self.footpath_config = "BOTH" # NONE / LEFT / RIGHT / BOTH self.crash_barrier_base_width = 600 self.footpath_width = 1500 self.railing_width = 300 @@ -98,7 +102,7 @@ def __init__(self, bridge_type = KEY_MODULE_PG): self.cross_bracing_spacing = 4000 self.cross_bracing_thickness = 5 - self.bracing_type = "K" # "X" or "K" + self.bracing_type = "K" # "X" or "K" self.x_bracket_option = "BOTH" self.k_top_bracket = True @@ -115,32 +119,75 @@ def __init__(self, bridge_type = KEY_MODULE_PG): def generate(self): """ Generate full bridge CAD. - - Returns - ------- - dict - Dictionary of assembled CAD components """ - # Plate girder system - girders, stiffeners = build_girders( - span_length_L=self.span_length_L, - girder_section_d=self.girder_section_d, - girder_section_bf=self.girder_section_bf, - girder_section_tf=self.girder_section_tf, - girder_section_tw=self.girder_section_tw, - num_girders=self.num_girders, - girder_spacing=self.girder_spacing, - stiffener_width=self.stiffener_width, - stiffener_length=self.stiffener_length + # Local helpers + from OCC.Core.gp import gp_Trsf, gp_Vec + from OCC.Core.BRepBuilderAPI import BRepBuilderAPI_Transform + + def _translate(shape, dx=0, dy=0, dz=0): + trsf = gp_Trsf() + trsf.SetTranslation(gp_Vec(dx, dy, dz)) + return BRepBuilderAPI_Transform(shape, trsf, True).Shape() + + # 1. BUILD SINGLE PLATE GIRDER GEOMETRY + pg = build_plate_girder_geometry( + D=self.girder_section_d, + tw=self.girder_section_tw, + length=self.span_length_L, + T_ft=self.girder_section_tf, + T_fb=self.girder_section_tf_b, + B_ft=self.girder_section_bf, + B_fb=self.girder_section_bf_b, + stiffener_spacing=750, + T_is=20, + chamfer_length=40 + ) + + # 2. PLACE MULTIPLE GIRDERS (Y-DIRECTION, CENTERED) + girders = [] + stiffeners = [] + + total_width = (self.num_girders - 1) * self.girder_spacing + + for i in range(self.num_girders): + y_offset = (i * self.girder_spacing) - (total_width / 2) + + # Web + flanges + for part in ("web", "top_flange", "bottom_flange"): + girders.append( + _translate(pg[part], dy=y_offset) + ) + + # Stiffeners + for stiff in pg["stiffeners"]: + stiffeners.append( + _translate(stiff, dy=y_offset) + ) + + # 3. REFERENCE Z-LEVELS + + # True girder depth (symmetric about web center) + # This restores the semantic contract expected by cross bracing builder + bracing_girder_depth = ( + (self.girder_section_d / 2) + + self.girder_section_tf ) - # Cross bracing system + + + # Top of girder for deck placement ONLY + girder_top_z = (self.girder_section_d / 2) + self.girder_section_tf + + # 4. CROSS BRACING SYSTEM cross_bracings = build_cross_bracings( span_length_L=self.span_length_L, num_girders=self.num_girders, girder_spacing=self.girder_spacing, - girder_depth=self.girder_section_d, + + + girder_depth=bracing_girder_depth, + flange_thickness=self.girder_section_tf, flange_width=self.girder_section_bf, @@ -154,10 +201,10 @@ def generate(self): top_bracket=self.k_top_bracket ) - # Deck system + # 5. DECK SYSTEM (USES TOP-OF-GIRDER Z) deck_out = build_deck( span_length_L=self.span_length_L, - girder_section_d=self.girder_section_d, + girder_section_d=girder_top_z, deck_thickness=self.deck_thickness, footpath_config=self.footpath_config, @@ -167,7 +214,7 @@ def generate(self): railing_width=self.railing_width ) - # Crash barrier system + # 6. CRASH BARRIERS crash_barriers = build_crash_barriers( span_length_L=self.span_length_L, deck_top_z=deck_out["deck_top_z"], @@ -183,7 +230,7 @@ def generate(self): railing_width=self.railing_width ) - # Median system + # 7. MEDIAN median_barriers = [] if self.enable_median: median_barriers = build_median( @@ -198,7 +245,7 @@ def generate(self): median_gap=self.median_gap ) - # Railing system + # 8. RAILINGS railings = build_railings( span_length=self.span_length_L, deck_top_z=deck_out["deck_top_z"], @@ -211,6 +258,7 @@ def generate(self): rail_count=self.rail_count ) + # FINAL RETURN return { "girders": girders, "stiffeners": stiffeners, @@ -226,6 +274,7 @@ def generate(self): "railings": railings } + def display_3dModel(self, component): hover_dict = { From 246dd6a7b675a1a3e8abddf6f5fb2112cca7e325 Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Thu, 29 Jan 2026 23:10:39 +0530 Subject: [PATCH 018/225] Add End Stiffeners --- .../super_structure/plate_girder/builder.py | 73 ++++++++++++++++--- 1 file changed, 61 insertions(+), 12 deletions(-) diff --git a/src/osdagbridge/core/bridge_components/super_structure/plate_girder/builder.py b/src/osdagbridge/core/bridge_components/super_structure/plate_girder/builder.py index 559731808..bcf9f41f3 100644 --- a/src/osdagbridge/core/bridge_components/super_structure/plate_girder/builder.py +++ b/src/osdagbridge/core/bridge_components/super_structure/plate_girder/builder.py @@ -73,7 +73,6 @@ def _rotate_about_z(shape, angle_deg): def _create_stiffener_plate(position, width, height, thickness, chamfer, side): """ Creates a single stiffener plate (left or right). - Geometry copied from standalone logic (no welds). """ x, y, z = map(float, position) c = chamfer @@ -113,20 +112,21 @@ def _create_stiffener_plate(position, width, height, thickness, chamfer, side): return BRepBuilderAPI_Transform(solid, trsf, True).Shape() -# MAIN API — this replaces old I-section builder def build_plate_girder_geometry( *, - D, - tw, - length, - T_ft, - T_fb, - B_ft, - B_fb, - stiffener_spacing, - T_is, - chamfer_length + D, # Total depth + tw, # Web thickness + length, # Length along Y axis + T_ft, # Top flange thickness + T_fb, # Bottom flange thickness + B_ft, # Top flange width + B_fb, # Bottom flange width + stiffener_spacing, # Space between each stiffener plate + T_is, # Stiffener thickness + chamfer_length, # Triangular chamfer length + include_end_stiffeners=False, # Whether to include end stiffeners + T_es=None # End stiffener thickness ): """ Geometry-only Plate Girder builder for Osdag Bridge. @@ -173,9 +173,21 @@ def build_plate_girder_geometry( num_panels = max(1, int(length // stiffener_spacing)) + start_y = 0.0 + end_y = length + + if include_end_stiffeners: + end_stiffener_gap = T_es / 2.0 + start_y = end_stiffener_gap + 50.0 + end_y = length - (end_stiffener_gap + 50.0) + + for i in range(1, num_panels): y = i * stiffener_spacing + if y <= start_y or y >= end_y: + continue + stiffeners.append( _create_stiffener_plate( position=[ tw / 2, y, 0 ], @@ -198,6 +210,43 @@ def build_plate_girder_geometry( ) ) + # End stiffeners + if include_end_stiffeners: + if T_es is None: + T_es = T_is + + end_stiffener_gap = (T_es / 2.0) + + end_positions = [ + end_stiffener_gap, + end_stiffener_gap + 50.0, + length - (end_stiffener_gap + 50.0), + length - end_stiffener_gap, + ] + + for y in end_positions: + stiffeners.append( + _create_stiffener_plate( + position=[ tw / 2, y, 0 ], + width=stiff_width, + height=D, + thickness=T_es, + chamfer=chamfer_length, + side="right" + ) + ) + + stiffeners.append( + _create_stiffener_plate( + position=[ -tw / 2, y, 0 ], + width=stiff_width, + height=D, + thickness=T_es, + chamfer=chamfer_length, + side="left" + ) + ) + web = _rotate_about_z(web, -90) top_flange = _rotate_about_z(top_flange, -90) From 0380be20b1ebe694d035e0f2adb12277255bde9c Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Sun, 1 Feb 2026 01:34:34 +0530 Subject: [PATCH 019/225] Add IRC5-based crash barrier geometry (single/double W-beam) and update median geometry --- .../super_structure/crash_barrier/builder.py | 443 ++++++++++++++--- .../super_structure/median/builder.py | 469 ++++++++++++++++-- .../plate_girder/cad_generator.py | 104 +++- 3 files changed, 891 insertions(+), 125 deletions(-) diff --git a/src/osdagbridge/core/bridge_components/super_structure/crash_barrier/builder.py b/src/osdagbridge/core/bridge_components/super_structure/crash_barrier/builder.py index 90b3b0f24..28d7caea1 100644 --- a/src/osdagbridge/core/bridge_components/super_structure/crash_barrier/builder.py +++ b/src/osdagbridge/core/bridge_components/super_structure/crash_barrier/builder.py @@ -5,13 +5,20 @@ - Contains footpath-based positioning logic """ -from OCC.Core.gp import gp_Pnt, gp_Vec, gp_Trsf, gp_Dir, gp_Ax2 +from OCC.Core.gp import gp_Pnt, gp_Vec, gp_Trsf, gp_Dir, gp_Ax2, gp_Ax1,gp_Pnt2d, gp_Ax2d, gp_Dir2d from OCC.Core.BRepBuilderAPI import ( BRepBuilderAPI_MakePolygon, BRepBuilderAPI_MakeFace, - BRepBuilderAPI_Transform + BRepBuilderAPI_Transform, + BRepBuilderAPI_MakeWire, + BRepBuilderAPI_MakeEdge ) from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakePrism +from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse +from OCC.Core.GCE2d import GCE2d_MakeArcOfCircle +from OCC.Core.Geom import Geom_Plane +from OCC.Core.gp import gp_Pln +import math # Utility transforms @@ -23,76 +30,331 @@ def translate(shape, x=0, y=0, z=0): def mirror_y(shape): + if shape.IsNull(): + return shape + trsf = gp_Trsf() trsf.SetMirror(gp_Ax2(gp_Pnt(0, 0, 0), gp_Dir(0, 1, 0))) - return BRepBuilderAPI_Transform(shape, trsf, True).Shape() + + transformer = BRepBuilderAPI_Transform(trsf) + transformer.Perform(shape, True) + return transformer.Shape() + -# Crash barrier geometry -def create_crash_barrier_left( +def create_rigid_rcc_crash_barrier( + *, length, - width, - height, - base_width + design_dict, + side="LEFT" +): + + + # READ IRC DESIGN DATA + H_total = design_dict.get("crash_barrier_height") + W_base = design_dict.get("crash_barrier_width") + W_top = design_dict.get("crash_barrier_top_notch") + + H_base = design_dict.get("crash_barrier_base_notch") + H_mid = design_dict.get("crash_barrier_middle_length") + wearing = design_dict.get("wearing_course_thickness") + + + + H_transition = 250 # Height of transition section (from IRC figure) + W_at_transition = W_base - 200 # Approximately 250mm at transition level + + # Z LEVELS (heights) + z0 = 0.0 # Bottom + z1 = H_base + wearing + z2 = z1 + H_transition # End of transition slope (150 + 250 = 400) + z3 = H_total # Top (1100) + + # Y LEVELS (half-widths from centerline) + y_base = W_base / 2.0 # 225mm from center + y_top = W_top / 2.0 # 87.5mm from center + y_trans = W_at_transition / 2.0 # 125mm from center at transition + + # PROFILE POINTS (YZ PLANE) + # Right side is outer edge (road side), Left is inner edge + + # Points traced clockwise from bottom-right: + p1 = gp_Pnt(0, y_base, z0) # Bottom right + p2 = gp_Pnt(0, -y_base, z0) # Bottom left + + p3 = gp_Pnt(0, -y_base, z1) # Left side - top of base vertical + p4 = gp_Pnt(0, -y_top, z3) # Left side - top corner (straight slope from base to top) + + p5 = gp_Pnt(0, y_top, z3) # Right side - top corner + p6 = gp_Pnt(0, y_trans, z2) # Right side - end of main slope / start of transition + p7 = gp_Pnt(0, y_base, z1) # Right side - top of base vertical + + # Build face + poly = BRepBuilderAPI_MakePolygon() + for p in (p1, p2, p3, p4, p5, p6, p7): + poly.Add(p) + poly.Close() + + face = BRepBuilderAPI_MakeFace(poly.Wire()).Face() + solid = BRepPrimAPI_MakePrism(face, gp_Vec(length, 0, 0)).Shape() + + # MIRROR FOR RIGHT SIDE + if side.upper() == "RIGHT": + solid = mirror_y(solid) + + return solid + + + +def create_semi_rigid_metallic_barrier( + *, + length, + design_dict, + side="LEFT" ): """ - Creates LEFT crash barrier solid aligned along +X + Creates semi-rigid metallic crash barrier (IRC Fig 4). + Geometry: RCC kerb base + steel post channel + spacer channel + W-beam(s). """ - base_h = 100.0 - slope_mid_z = 325.0 + import numpy as np + import math - z0 = 0.0 - z1 = base_h - z2 = slope_mid_z - z3 = height + # READ DESIGN DATA + kerb_height = design_dict.get("kerb_height", 100) + kerb_top_width = design_dict.get("kerb_top_width", 500) + kerb_bottom_width = design_dict.get("kerb_bottom_width", 550) - y_left_base = -base_width / 2.0 - y_right_base = base_width / 2.0 + post_height = design_dict.get("post_height", 950) + post_spacing = design_dict.get("post_spacing", 1000) + spacer_height = design_dict.get("spacer_height", 330) - y_left_top = -width / 2.0 - y_right_top = width / 2.0 + number_of_w_beams = design_dict.get("number_of_w_beams", 1) - mid_width = 250.0 - y_right_mid = mid_width / 2.0 - # Profile (YZ plane) - p1 = gp_Pnt(0, y_right_base, z0) - p2 = gp_Pnt(0, y_left_base, z0) - p3 = gp_Pnt(0, y_left_base, z1) - p4 = gp_Pnt(0, y_left_top, z3) + # RCC KERB + z0 = 0.0 + z1 = kerb_height + + y_bottom_l = -kerb_bottom_width / 2.0 + y_bottom_r = kerb_bottom_width / 2.0 + y_top_l = -kerb_top_width / 2.0 + y_top_r = kerb_top_width / 2.0 + + p1 = gp_Pnt(0, y_bottom_l, z0) + p2 = gp_Pnt(0, y_bottom_r, z0) + p3 = gp_Pnt(0, y_top_r, z1) + p4 = gp_Pnt(0, y_top_l, z1) + + kerb_poly = BRepBuilderAPI_MakePolygon() + for p in (p1, p2, p3, p4): + kerb_poly.Add(p) + kerb_poly.Close() + + kerb_face = BRepBuilderAPI_MakeFace(kerb_poly.Wire()).Face() + kerb_solid = BRepPrimAPI_MakePrism( + kerb_face, gp_Vec(length, 0, 0) + ).Shape() - p5 = gp_Pnt(0, y_right_top, z3) - p6 = gp_Pnt(0, y_right_mid, z2) - p7 = gp_Pnt(0, y_right_mid, z2) - p8 = gp_Pnt(0, y_right_base, z1) + # POSTS (ISMC 150) + post_depth = design_dict.get("post_depth", 150) # Along X (Bridge Length) + post_width = design_dict.get("post_width", 75) # Along Y (Transverse) + post_web_thk = design_dict.get("post_web_thickness", 5.0) + post_flange_thk = design_dict.get("post_flange_thickness", 7.8) + post_offset_from_edge = design_dict.get("post_offset_from_edge", 75) # From outer edge + + num_posts = int(length / post_spacing) + 1 + posts_combined = None + + def create_vertical_channel(h, d, w, tw, tf): + # Creates a C-channel prism along Z. + # d is along X, w is along Y. + x_web_back = -tw / 2.0 + x_web_front = tw / 2.0 + x_flange_tip = d - tw / 2.0 + y_left = -w / 2.0 + y_right = w / 2.0 + + pts = [ + gp_Pnt(x_flange_tip, y_left, 0), + gp_Pnt(x_web_back, y_left, 0), + gp_Pnt(x_web_back, y_right, 0), + gp_Pnt(x_flange_tip, y_right, 0), + gp_Pnt(x_flange_tip, y_right - tf, 0), + gp_Pnt(x_web_front, y_right - tf, 0), + gp_Pnt(x_web_front, y_left + tf, 0), + gp_Pnt(x_flange_tip, y_left + tf, 0), + ] + poly = BRepBuilderAPI_MakePolygon() + for p in pts: + poly.Add(p) + poly.Close() + face = BRepBuilderAPI_MakeFace(poly.Wire()).Face() + return BRepPrimAPI_MakePrism(face, gp_Vec(0, 0, h)).Shape() + + # LEFT SIDE LOGIC (Default) + # Post is on the Left (Outer) side. + # Spacer is to the Right of Post. + # Beam is to the Right of Spacer. + + # Calculate Post Y (Center of Post) + post_y_center = ( + -kerb_top_width / 2.0 + + post_offset_from_edge + + post_width / 2.0 + ) - poly = BRepBuilderAPI_MakePolygon() - for p in (p1, p2, p3, p4, p5, p6, p7, p8): - poly.Add(p) - poly.Close() + for i in range(num_posts): + x_pos = i * post_spacing + if x_pos > length: + break - face = BRepBuilderAPI_MakeFace(poly.Wire()).Face() + post_solid = create_vertical_channel( + post_height, post_depth, + post_width, post_web_thk, post_flange_thk + ) - return BRepPrimAPI_MakePrism( - face, - gp_Vec(length, 0, 0) - ).Shape() + post_solid = translate( + post_solid, + x=x_pos, + y=post_y_center, + z=kerb_height + ) + posts_combined = ( + post_solid if posts_combined is None + else BRepAlgoAPI_Fuse(posts_combined, post_solid).Shape() + ) -def create_crash_barrier_right( - length, - width, - height, - base_width -): - return mirror_y( - create_crash_barrier_left( - length, width, height, base_width + spacer_depth = design_dict.get("spacer_depth", 150) + spacer_width = design_dict.get("spacer_width", 75) + spacer_web_thk = design_dict.get("spacer_web_thickness", 5.0) + spacer_flange_thk = design_dict.get("spacer_flange_thickness", 7.8) + + spacers_combined = None + + # ========================================================= + # W-BEAM + # ========================================================= + # Corrected Geometry: Vertical orientation (W-profile in Y-Z plane) + + W_BEAM_HEIGHT = spacer_height # Aligned with spacer height as requested + W_BEAM_DEPTH = 83.0 # Standard W-beam depth + W_BEAM_THICKNESS = design_dict.get("w_beam_thickness", 3.0) + + def make_w_beam_wire(): + points = 40 + zs = np.linspace(0, W_BEAM_HEIGHT, points) + + # Double Wave Profile + # Two guassians or sin waves in Y based on Z + + # Sum of gaussians as before, but on Z + sigma = W_BEAM_HEIGHT / 10.0 + mu1 = W_BEAM_HEIGHT * 0.25 + mu2 = W_BEAM_HEIGHT * 0.75 + amp = W_BEAM_DEPTH * 1.5 + + poly = BRepBuilderAPI_MakePolygon() + + for z in zs: + # Gaussian bumps + y = (amp * math.exp(-((z - mu1) ** 2) / (2 * sigma ** 2)) + + amp * math.exp(-((z - mu2) ** 2) / (2 * sigma ** 2))) + + poly.Add(gp_Pnt(0.0, y, z)) + + # Close the back face (flat at y=0) to form a solid cross-section + poly.Add(gp_Pnt(0.0, 0.0, W_BEAM_HEIGHT)) + poly.Add(gp_Pnt(0.0, 0.0, 0.0)) + poly.Close() + + return poly.Wire() + + beams_combined = None + + if number_of_w_beams == 1: + # Top of beam/spacer aligns with post top + # Center = post_height - height / 2.0 + beam_center_heights = [post_height - spacer_height / 2.0] + else: + # Upper beam/spacer starts at post top + h_upper = post_height - spacer_height / 2.0 + # Lower beam/spacer comes after 145mm gap + # Lower Top = Upper Bottom - 145 = (h_upper - spacer_height/2) - 145 + # Lower Center = Lower Top - spacer_height/2 = h_upper - spacer_height - 145 + h_lower = h_upper - spacer_height - 145 + beam_center_heights = [h_lower, h_upper] + + for h_center in beam_center_heights: # Take min of required locally + if beams_combined is not None and number_of_w_beams == 1: break + + # beam_z is bottom of the beam + beam_z = kerb_height + h_center - W_BEAM_HEIGHT / 2.0 + + # SPACER GENERATION (Per Beam) + spacer_z = kerb_height + h_center - spacer_height / 2.0 + spacer_y_center = post_y_center + post_width / 2.0 + spacer_width / 2.0 + + for i in range(num_posts): + x_pos = i * post_spacing + if x_pos > length: + break + + spacer_solid = create_vertical_channel( + spacer_height, spacer_depth, + spacer_width, spacer_web_thk, spacer_flange_thk + ) + + spacer_solid = translate( + spacer_solid, + x=x_pos, + y=spacer_y_center, + z=spacer_z + ) + + spacers_combined = ( + spacer_solid if spacers_combined is None + else BRepAlgoAPI_Fuse(spacers_combined, spacer_solid).Shape() + ) + + # BEAM GENERATION + beam_y_pos = spacer_y_center + spacer_width / 2.0 + + wire = make_w_beam_wire() + beam_face = BRepBuilderAPI_MakeFace(wire).Face() + + beam_solid = BRepPrimAPI_MakePrism( + beam_face, gp_Vec(length, 0, 0) + ).Shape() + + beam_solid = translate( + beam_solid, + y=beam_y_pos, + z=beam_z ) - ) + + beams_combined = ( + beam_solid if beams_combined is None + else BRepAlgoAPI_Fuse(beams_combined, beam_solid).Shape() + ) + + # COMBINE ALL + combined = kerb_solid + if posts_combined: + combined = BRepAlgoAPI_Fuse(combined, posts_combined).Shape() + if spacers_combined: + combined = BRepAlgoAPI_Fuse(combined, spacers_combined).Shape() + if beams_combined: + combined = BRepAlgoAPI_Fuse(combined, beams_combined).Shape() + + # IF RIGHT SIDE: MIRROR + if side.upper() == "RIGHT": + combined = mirror_y(combined) + + return combined @@ -135,7 +397,7 @@ def calculate_carriageway_offset( return 0.0 elif footpath_config == "LEFT": - return (footpath_width + railing_width) / 2.0 + return (footpath_width + railing_width ) / 2.0 elif footpath_config == "RIGHT": return -(footpath_width + railing_width) / 2.0 @@ -151,16 +413,34 @@ def build_crash_barriers( deck_top_z, footpath_config, carriageway_width, - crash_barrier_width, - crash_barrier_height, - crash_barrier_base_width, footpath_width, - railing_width + railing_width, + design_dict, + barrier_type="Rigid" ): """ - Returns list of crash barrier shapes + Returns list of crash barrier shapes. + + Parameters + ---------- + barrier_type : str + Type of crash barrier: "Rigid" (RCC) or "Semi-Rigid" (metallic W-beam) """ + # READ IRC DESIGN DATA + # For rigid barriers, use crash_barrier dimensions + # For semi-rigid, use kerb dimensions + if barrier_type == "Rigid": + crash_barrier_height = design_dict.get("crash_barrier_height") + crash_barrier_width = design_dict.get("crash_barrier_top_notch") + crash_barrier_base_width = design_dict.get("crash_barrier_width") + + else: + # Semi-rigid uses kerb as base + crash_barrier_height = design_dict.get("crash_barrier_height", 1050) + crash_barrier_base_width = design_dict.get("kerb_bottom_width", 550) + crash_barrier_width = design_dict.get("kerb_top_width", 500) + crash_barriers = [] total_deck_width = calculate_deck_width( @@ -186,14 +466,14 @@ def build_crash_barriers( # NONE if footpath_config == "NONE": - y_r = deck_half - crash_barrier_base_width / 2.0 - y_l = -deck_half + crash_barrier_base_width / 2.0 + y_r = deck_half - crash_barrier_base_width/2 + y_l = -deck_half + crash_barrier_base_width/2 # LEFT footpath elif footpath_config == "LEFT": - y_r = deck_half - crash_barrier_base_width / 2.0 - y_l = cw_left - crash_barrier_base_width / 2.0 + y_r = deck_half - crash_barrier_base_width / 2.0 + y_l = cw_left + crash_barrier_base_width / 2.0 # RIGHT footpath elif footpath_config == "RIGHT": @@ -210,32 +490,49 @@ def build_crash_barriers( else: raise ValueError(f"Invalid footpath_config: {footpath_config}") - # Right barrier + # SELECT GEOMETRY BASED ON BARRIER TYPE + if barrier_type == "Rigid": + right_shape = create_rigid_rcc_crash_barrier( + length=span_length_L, + design_dict=design_dict, + side="RIGHT" + ) + left_shape = create_rigid_rcc_crash_barrier( + length=span_length_L, + design_dict=design_dict, + side="LEFT" + ) + elif barrier_type == "Semi-Rigid": + right_shape = create_semi_rigid_metallic_barrier( + length=span_length_L, + design_dict=design_dict, + side="RIGHT" + ) + left_shape = create_semi_rigid_metallic_barrier( + length=span_length_L, + design_dict=design_dict, + side="LEFT" + ) + else: + raise ValueError(f"Invalid barrier_type: {barrier_type}. Use 'Rigid' or 'Semi-Rigid'") + + # PLACE SHAPES + crash_barriers.append( translate( - create_crash_barrier_right( - span_length_L, - crash_barrier_width, - crash_barrier_height, - crash_barrier_base_width - ), + right_shape, y=y_r, z=deck_top_z ) ) - # Left barrier crash_barriers.append( translate( - create_crash_barrier_left( - span_length_L, - crash_barrier_width, - crash_barrier_height, - crash_barrier_base_width - ), + left_shape, y=y_l, z=deck_top_z ) ) + return crash_barriers diff --git a/src/osdagbridge/core/bridge_components/super_structure/median/builder.py b/src/osdagbridge/core/bridge_components/super_structure/median/builder.py index ee045f26e..f91d3eebd 100644 --- a/src/osdagbridge/core/bridge_components/super_structure/median/builder.py +++ b/src/osdagbridge/core/bridge_components/super_structure/median/builder.py @@ -1,15 +1,21 @@ """ - -Creates median barriers using existing crash barrier geometry. +Creates median barriers. +Median geometry is independent of edge crash barriers (IRC Fig 5 series). +Supports three types per IRC 5:2015: + - Raised Kerb (Fig 5a) + - RCC Crash Barrier (Fig 5b) + - Metallic Crash Barrier (Fig 5c) """ -from OCC.Core.gp import gp_Trsf, gp_Vec -from OCC.Core.BRepBuilderAPI import BRepBuilderAPI_Transform - -from osdagbridge.core.bridge_components.super_structure.crash_barrier.builder import ( - create_crash_barrier_left, - create_crash_barrier_right +from OCC.Core.gp import gp_Trsf, gp_Vec, gp_Pnt, gp_Dir, gp_Ax2, gp_Ax1 +from OCC.Core.BRepBuilderAPI import ( + BRepBuilderAPI_Transform, + BRepBuilderAPI_MakePolygon, + BRepBuilderAPI_MakeFace ) +from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeBox, BRepPrimAPI_MakePrism +from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse +import math def _translate(shape, x=0.0, y=0.0, z=0.0): @@ -18,55 +24,454 @@ def _translate(shape, x=0.0, y=0.0, z=0.0): return BRepBuilderAPI_Transform(shape, trsf, True).Shape() +def _mirror_y(shape): + """Mirror shape about YZ plane (flip in Y direction).""" + trsf = gp_Trsf() + trsf.SetMirror(gp_Ax2(gp_Pnt(0, 0, 0), gp_Dir(0, 1, 0))) + return BRepBuilderAPI_Transform(shape, trsf, True).Shape() + + +def _create_channel_section(length, depth, flange_width, web_thickness, flange_thickness): + """ + Creates a C-channel section extruded along Z-axis (initially). + Origin at center of the back of the web. + """ + # Re-using the logic from crash_barrier/builder.py + + y_web_back = -web_thickness / 2.0 + y_web_front = web_thickness / 2.0 + y_flange_tip = depth - web_thickness / 2.0 + + z_bottom = -flange_width / 2.0 + z_top = flange_width / 2.0 + + # Points for C-shape (facing +Y) in YZ plane + p1 = gp_Pnt(0, y_flange_tip, z_bottom) + p2 = gp_Pnt(0, y_web_back, z_bottom) + p3 = gp_Pnt(0, y_web_back, z_top) + p4 = gp_Pnt(0, y_flange_tip, z_top) + p5 = gp_Pnt(0, y_flange_tip, z_top - flange_thickness) + p6 = gp_Pnt(0, y_web_front, z_top - flange_thickness) + p7 = gp_Pnt(0, y_web_front, z_bottom + flange_thickness) + p8 = gp_Pnt(0, y_flange_tip, z_bottom + flange_thickness) + + poly = BRepBuilderAPI_MakePolygon() + for p in (p1, p2, p3, p4, p5, p6, p7, p8): + poly.Add(p) + poly.Close() + + face = BRepBuilderAPI_MakeFace(poly.Wire()).Face() + solid = BRepPrimAPI_MakePrism(face, gp_Vec(length, 0, 0)).Shape() + + return solid + + +def create_raised_kerb(length, design_dict): + """ + Creates raised kerb median (IRC Fig 5a). + Trapezoidal profile extruded along span. + """ + kerb_height = design_dict.get("kerb_height") + kerb_top_width = design_dict.get("kerb_top_width") + kerb_bottom_width = design_dict.get("kerb_bottom_width") + + # Profile in YZ plane + z0 = 0.0 + z1 = kerb_height + + y_bottom_l = -kerb_bottom_width / 2.0 + y_bottom_r = kerb_bottom_width / 2.0 + y_top_l = -kerb_top_width / 2.0 + y_top_r = kerb_top_width / 2.0 + + # Trapezoidal profile (counter-clockwise) + p1 = gp_Pnt(0, y_bottom_l, z0) + p2 = gp_Pnt(0, y_bottom_r, z0) + p3 = gp_Pnt(0, y_top_r, z1) + p4 = gp_Pnt(0, y_top_l, z1) + + poly = BRepBuilderAPI_MakePolygon() + for p in (p1, p2, p3, p4): + poly.Add(p) + poly.Close() + + face = BRepBuilderAPI_MakeFace(poly.Wire()).Face() + solid = BRepPrimAPI_MakePrism(face, gp_Vec(length, 0, 0)).Shape() + + return solid + + +def create_rcc_crash_barrier_median(length, design_dict): + """ + Creates RCC crash barrier median (IRC Fig 5b). + Single New Jersey barrier profile (will be mirrored for the other side). + Uses the same IRC-5R profile geometry as the edge crash barrier. + """ +def create_rcc_crash_barrier_median(length, design_dict): + """ + Creates RCC crash barrier median (IRC Fig 5b). + Uses the same IRC-5R profile geometry as the edge crash barrier. + """ + barrier_height = design_dict.get("barrier_height", 900) + barrier_top_width = design_dict.get("barrier_top_width", 175) + barrier_bottom_width = design_dict.get("barrier_bottom_width", 450) + + # Profile heights from IRC + barrier_base_h = design_dict.get("barrier_split_h3", 100) + barrier_mid_h = design_dict.get("barrier_split_h2", 250) + design_dict.get("barrier_split_h1", 500) + + wearing = design_dict.get("wearing_course_thickness", 50) + + # Calculate intermediate width at transition point + H_transition = 250 # Height of transition section + W_at_transition = barrier_bottom_width - 200 + + # Z levels + z0 = 0.0 # Start at structural deck level + z1 = wearing + barrier_base_h # Top of base vertical + z2 = z1 + H_transition # End of transition slope + z3 = barrier_height # Top + + # Y levels (half-widths) - Centered System + y_base = barrier_bottom_width / 2.0 + y_top = barrier_top_width / 2.0 + y_trans = W_at_transition / 2.0 + + # 1. Bottom Right (Road side base) + p1 = gp_Pnt(0, y_base, z0) + + # 2. Bottom Left (Median side base) + p2 = gp_Pnt(0, -y_base, z0) + + # 3. Base Top Left (Median side) + p3 = gp_Pnt(0, -y_base, z1) + + # 4. Top Left (Median side) - Sloped back face + p4 = gp_Pnt(0, -y_top, z3) + + # 5. Top Right (Road side) + p5 = gp_Pnt(0, y_top, z3) + + # 6. Transition Top Right (End of main slope) + p6 = gp_Pnt(0, y_trans, z2) + + # 7. Base Top Right (Start of transition) + p7 = gp_Pnt(0, y_base, z1) + + # Create Polygon + poly = BRepBuilderAPI_MakePolygon() + for p in (p1, p2, p3, p4, p5, p6, p7): + poly.Add(p) + poly.Close() + + face = BRepBuilderAPI_MakeFace(poly.Wire()).Face() + solid = BRepPrimAPI_MakePrism(face, gp_Vec(length, 0, 0)).Shape() + + return solid + + + +def create_metallic_crash_barrier_median(length, design_dict): + """ + Creates metallic crash barrier median (IRC Fig 5c). + Single side (will be mirrored). + """ + # Kerb dimensions + kerb_height = design_dict.get("kerb_height", 100) + kerb_top_width = design_dict.get("kerb_top_width", 500) + kerb_bottom_width = design_dict.get("kerb_bottom_width", 550) + + # Post dimensions + post_height = design_dict.get("post_height", 950) + post_spacing = design_dict.get("post_spacing", 1000) + spacer_height = design_dict.get("spacer_height", 330) + + # W-beam + number_of_w_beams = design_dict.get("number_of_w_beams", 1) + w_beam_thickness = design_dict.get("w_beam_thickness", 3.0) + + # Guard rail heights (Computed dynamically below) + # guard_rail_height_single = 620 + # guard_rail_height_double_lower = 330 + # guard_rail_height_double_upper = 805 + + # CREATE KERB + z0 = 0.0 + z1 = kerb_height + + y_bottom_l = -kerb_bottom_width / 2.0 + y_bottom_r = kerb_bottom_width / 2.0 + y_top_l = -kerb_top_width / 2.0 + y_top_r = kerb_top_width / 2.0 + + p1 = gp_Pnt(0, y_bottom_l, z0) + p2 = gp_Pnt(0, y_bottom_r, z0) + p3 = gp_Pnt(0, y_top_r, z1) + p4 = gp_Pnt(0, y_top_l, z1) + + kerb_poly = BRepBuilderAPI_MakePolygon() + for p in (p1, p2, p3, p4): + kerb_poly.Add(p) + kerb_poly.Close() + + kerb_face = BRepBuilderAPI_MakeFace(kerb_poly.Wire()).Face() + kerb_solid = BRepPrimAPI_MakePrism(kerb_face, gp_Vec(length, 0, 0)).Shape() + + # CREATE POSTS (ISMC 150 as per IRC 5 Fig 5c) + post_depth = design_dict.get("post_depth", 150) + post_width = design_dict.get("post_width", 75) + post_web_thk = design_dict.get("post_web_thickness", 5.0) + post_flange_thk = design_dict.get("post_flange_thickness", 7.8) + post_offset = design_dict.get("post_offset_from_edge", 75) # From kerb edge + + num_posts = int(length / post_spacing) + 1 + posts_combined = None + + for i in range(num_posts): + x_pos = i * post_spacing + if x_pos > length: + break + + # Post on outer side (road facing) + # Center of post in Y + post_y_center = kerb_top_width / 2.0 - post_offset - post_depth / 2.0 + + # Create vertical channel post + def create_vertical_channel(h, d, w, tw, tf): + x_web_back = -tw / 2.0 + x_web_front = tw / 2.0 + x_flange_tip = d - tw / 2.0 + y_left = -w / 2.0 + y_right = w / 2.0 + pts = [ + gp_Pnt(x_flange_tip, y_left, 0), + gp_Pnt(x_web_back, y_left, 0), + gp_Pnt(x_web_back, y_right, 0), + gp_Pnt(x_flange_tip, y_right, 0), + gp_Pnt(x_flange_tip, y_right - tf, 0), + gp_Pnt(x_web_front, y_right - tf, 0), + gp_Pnt(x_web_front, y_left + tf, 0), + gp_Pnt(x_flange_tip, y_left + tf, 0) + ] + poly = BRepBuilderAPI_MakePolygon() + for p in pts: + poly.Add(p) + poly.Close() + face = BRepBuilderAPI_MakeFace(poly.Wire()).Face() + return BRepPrimAPI_MakePrism(face, gp_Vec(0, 0, h)).Shape() + + post_solid = create_vertical_channel(post_height, post_depth, post_width, post_web_thk, post_flange_thk) + + + tr_rot = gp_Trsf() + tr_rot.SetRotation(gp_Ax1(gp_Pnt(0,0,0), gp_Dir(0,0,1)), 0.0) + post_solid = BRepBuilderAPI_Transform(post_solid, tr_rot, True).Shape() + + post_solid = _translate(post_solid, x=x_pos, y=post_y_center, z=kerb_height) + + if posts_combined is None: + posts_combined = post_solid + else: + posts_combined = BRepAlgoAPI_Fuse(posts_combined, post_solid).Shape() + + # CREATE SPACER CHANNELS PARAMETERS (ISMC 150) + spacer_width = design_dict.get("spacer_width", 75) + spacer_depth = design_dict.get("spacer_depth", 150) + spacer_web_thk = design_dict.get("spacer_web_thickness", 5.0) + spacer_flange_thk = design_dict.get("spacer_flange_thickness", 7.8) + + spacers_combined = None + + # CREATE W-BEAMS + import numpy as np + + W_BEAM_HEIGHT = spacer_height # Aligned with spacer height + W_BEAM_DEPTH = 83.0 # Standard W-beam depth + W_BEAM_THICKNESS = w_beam_thickness + + def make_w_beam_wire(): + points = 40 + zs = np.linspace(0, W_BEAM_HEIGHT, points) + + # Double Wave Profile + # Two guassians or sin waves in Y based on Z + + # Sum of gaussians as before, but on Z + sigma = W_BEAM_HEIGHT / 6.0 + mu1 = W_BEAM_HEIGHT * 0.25 + mu2 = W_BEAM_HEIGHT * 0.75 + amp = W_BEAM_DEPTH + + poly = BRepBuilderAPI_MakePolygon() + + for z in zs: + # Gaussian bumps + y = (amp * math.exp(-((z - mu1) ** 2) / (2 * sigma ** 2)) + + amp * math.exp(-((z - mu2) ** 2) / (2 * sigma ** 2))) + + poly.Add(gp_Pnt(0.0, y, z)) + + # Close the back face (flat at y=0) to form a solid cross-section + poly.Add(gp_Pnt(0.0, 0.0, W_BEAM_HEIGHT)) + poly.Add(gp_Pnt(0.0, 0.0, 0.0)) + poly.Close() + + return poly.Wire() + + beams_combined = None + + if number_of_w_beams == 1: + # Top of beam/spacer aligns with post top + beam_heights = [post_height - spacer_height / 2.0] + else: + # Upper beam/spacer starts at post top + h_upper = post_height - spacer_height / 2.0 + # Lower beam/spacer comes after 145mm gap + h_lower = h_upper - spacer_height - 145 + beam_heights = [h_lower, h_upper] + + for beam_h in beam_heights[:number_of_w_beams]: + # Beam Z is bottom of the beam + beam_z = kerb_height + beam_h - W_BEAM_HEIGHT / 2.0 + + # Post Position + post_y_center = kerb_top_width / 2.0 - post_offset - post_depth / 2.0 + + # SPACER GENERATION (Per Beam) + # Spacer Center aligned with Beam Center + # Spacer Z (base) = kerb_height + beam_h - spacer_height / 2.0 + spacer_z = kerb_height + beam_h - spacer_height / 2.0 + + # Spacer Y ends at: post_y_center + post_width/2 + spacer_width + spacer_y_center = post_y_center + post_width/2.0 + spacer_width/2.0 + + for i in range(num_posts): + x_pos = i * post_spacing + if x_pos > length: + break + + def create_vertical_spacer(h, d, w, tw, tf): + x_web_back = -tw / 2.0 + x_web_front = tw / 2.0 + x_flange_tip = d - tw / 2.0 + y_left = -w / 2.0 + y_right = w / 2.0 + pts = [ + gp_Pnt(x_flange_tip, y_left, 0), + gp_Pnt(x_web_back, y_left, 0), + gp_Pnt(x_web_back, y_right, 0), + gp_Pnt(x_flange_tip, y_right, 0), + gp_Pnt(x_flange_tip, y_right - tf, 0), + gp_Pnt(x_web_front, y_right - tf, 0), + gp_Pnt(x_web_front, y_left + tf, 0), + gp_Pnt(x_flange_tip, y_left + tf, 0) + ] + poly = BRepBuilderAPI_MakePolygon() + for p in pts: + poly.Add(p) + poly.Close() + face = BRepBuilderAPI_MakeFace(poly.Wire()).Face() + return BRepPrimAPI_MakePrism(face, gp_Vec(0, 0, h)).Shape() + + spacer_solid = create_vertical_spacer(spacer_height, spacer_depth, spacer_width, spacer_web_thk, spacer_flange_thk) + + # Rotate 0 deg (C faces +X) + tr_rot = gp_Trsf() + tr_rot.SetRotation(gp_Ax1(gp_Pnt(0,0,0), gp_Dir(0,0,1)), 0.0) + spacer_solid = BRepBuilderAPI_Transform(spacer_solid, tr_rot, True).Shape() + + spacer_solid = _translate(spacer_solid, x=x_pos, y=spacer_y_center, z=spacer_z) + + if spacers_combined is None: + spacers_combined = spacer_solid + else: + spacers_combined = BRepAlgoAPI_Fuse(spacers_combined, spacer_solid).Shape() + + + + + beam_y_pos = spacer_y_center + spacer_width / 2.0 + + # Create Wire -> Face -> Solid + wire = make_w_beam_wire() + beam_face = BRepBuilderAPI_MakeFace(wire).Face() + beam_solid = BRepPrimAPI_MakePrism(beam_face, gp_Vec(length, 0, 0)).Shape() + + # Translate to position + beam_solid = _translate( + beam_solid, + x=0, + y=beam_y_pos, + z=beam_z + ) + + if beams_combined is None: + beams_combined = beam_solid + else: + beams_combined = BRepAlgoAPI_Fuse(beams_combined, beam_solid).Shape() + + # COMBINE + combined = kerb_solid + if posts_combined is not None: + combined = BRepAlgoAPI_Fuse(combined, posts_combined).Shape() + if spacers_combined is not None: + combined = BRepAlgoAPI_Fuse(combined, spacers_combined).Shape() + if beams_combined is not None: + combined = BRepAlgoAPI_Fuse(combined, beams_combined).Shape() + + return combined + + def build_median( span_length, deck_top_z, carriageway_center_y, - crash_barrier_width, - crash_barrier_height, - crash_barrier_base_width, - median_gap + design_dict, + median_type="RCC Crash Barrier" ): """ Build median barriers. + Always creates TWO barriers separated by the median width. """ median_barriers = [] + + # Get median width from design_dict (default 1200) + median_total_width = design_dict.get("median_width", 1200) + + # Create the base shape (one side) + if median_type == "Raised Kerb": + barrier_shape = create_raised_kerb(span_length, design_dict) + barrier_base_width = design_dict.get("kerb_bottom_width", 550) + elif median_type == "RCC Crash Barrier": + barrier_shape = create_rcc_crash_barrier_median(span_length, design_dict) + barrier_base_width = design_dict.get("barrier_bottom_width", 450) + elif median_type == "Metallic Crash Barrier": + barrier_shape = create_metallic_crash_barrier_median(span_length, design_dict) + barrier_base_width = design_dict.get("kerb_bottom_width", 550) + else: + raise ValueError(f"Invalid median_type: {median_type}") - offset = (median_gap / 2.0) + (crash_barrier_base_width / 2.0) - - # Left median barrier - left_barrier = create_crash_barrier_left( - length=span_length, - width=crash_barrier_width, - height=crash_barrier_height, - base_width=crash_barrier_base_width - ) + + offset = (median_total_width ) - (barrier_base_width / 2.0) + + left_barrier = _mirror_y(barrier_shape) left_barrier = _translate( left_barrier, x=0.0, y=carriageway_center_y - offset, z=deck_top_z ) - median_barriers.append(left_barrier) - # Right median barrier - right_barrier = create_crash_barrier_right( - length=span_length, - width=crash_barrier_width, - height=crash_barrier_height, - base_width=crash_barrier_base_width - ) - + right_barrier = _translate( - right_barrier, + barrier_shape, x=0.0, y=carriageway_center_y + offset, z=deck_top_z ) - median_barriers.append(right_barrier) return median_barriers diff --git a/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py b/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py index 47328b66d..555252124 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py @@ -77,7 +77,7 @@ def __init__(self, bridge_type=KEY_MODULE_PG): self.carriageway_width = 12000 self.deck_thickness = 400 - self.footpath_config = "BOTH" # NONE / LEFT / RIGHT / BOTH + self.footpath_config = "LEFT" # NONE / LEFT / RIGHT / BOTH self.crash_barrier_base_width = 600 self.footpath_width = 1500 self.railing_width = 300 @@ -85,10 +85,12 @@ def __init__(self, bridge_type=KEY_MODULE_PG): # CRASH BARRIER PARAMETERS self.crash_barrier_width = 175 self.crash_barrier_height = 900 + self.barrier_type = "Semi-Rigid" # "Rigid" or "Semi-Rigid" + self.crash_barrier_subtype = "Double W-beam" # "IRC-5R", "High Containment", "Single W-beam", "Double W-beam" # MEDIAN PARAMETERS self.enable_median = True - self.median_gap = 800 + self.median_type = "Metallic Crash Barrier" # "Raised Kerb", "RCC Crash Barrier", "Metallic Crash Barrier" # RAILING PARAMETERS self.railing_height = 1200 @@ -98,6 +100,11 @@ def __init__(self, bridge_type=KEY_MODULE_PG): self.stiffener_width = 200 self.stiffener_length = 10 + # END STIFFENER PARAMETERS + self.include_end_stiffeners = True + self.end_stiffener_thickness = 25 + + # CROSS BRACING PARAMETERS self.cross_bracing_spacing = 4000 self.cross_bracing_thickness = 5 @@ -114,6 +121,8 @@ def __init__(self, bridge_type=KEY_MODULE_PG): "flange_thickness": 7 } + + # MAIN CAD GENERATION def generate(self): @@ -141,7 +150,9 @@ def _translate(shape, dx=0, dy=0, dz=0): B_fb=self.girder_section_bf_b, stiffener_spacing=750, T_is=20, - chamfer_length=40 + chamfer_length=40, + include_end_stiffeners=self.include_end_stiffeners, + T_es=self.end_stiffener_thickness ) # 2. PLACE MULTIPLE GIRDERS (Y-DIRECTION, CENTERED) @@ -167,8 +178,6 @@ def _translate(shape, dx=0, dy=0, dz=0): # 3. REFERENCE Z-LEVELS - # True girder depth (symmetric about web center) - # This restores the semantic contract expected by cross bracing builder bracing_girder_depth = ( (self.girder_section_d / 2) + self.girder_section_tf @@ -215,34 +224,91 @@ def _translate(shape, dx=0, dy=0, dz=0): ) # 6. CRASH BARRIERS + + from osdagbridge.core.utils.codes.irc5_2015 import IRC5_2015 + from osdagbridge.core.utils.common import ( + KEY_CRASH_BARRIER_TYPE, + KEY_FOOTPATH, + KEY_RAILING_TYPE, + KEY_RIGID_CRASH_BARRIER_TYPE, + KEY_METALLIC_CRASH_BARRIER_TYPE, + KEY_MEDIAN_TYPE + ) + + # IRC DESIGN (CRASH BARRIER) + # Map barrier_type string to KEY_CRASH_BARRIER_TYPE index + barrier_type_map = {"Flexible": 0, "Semi-Rigid": 1, "Rigid": 2} + barrier_idx = barrier_type_map.get(self.barrier_type, 2) + + # Map crash_barrier_subtype for rigid barriers + rigid_subtype_map = {"IRC-5R": 0, "High Containment": 1} + metallic_subtype_map = {"Single W-beam": 0, "Double W-beam": 1} + + if self.barrier_type == "Rigid": + # Use rigid barrier specifications + # Get the crash barrier subtype (IRC-5R or High Containment) + rigid_subtype_idx = rigid_subtype_map.get(self.crash_barrier_subtype, 0) + + if self.footpath_config == "NONE": + design_dict = IRC5_2015.cl_109_6_3_shapes( + barrier_type=KEY_CRASH_BARRIER_TYPE[barrier_idx], + footpath=KEY_FOOTPATH[0], + railing_type=None, + design_dict={}, + crash_barrier_type=KEY_RIGID_CRASH_BARRIER_TYPE[rigid_subtype_idx] + ) + else: + # For footpath cases, we still need to pass the crash_barrier_type + # to get the correct dimensions (IRC-5R vs High Containment) + design_dict = IRC5_2015.cl_109_6_3_shapes( + barrier_type=KEY_CRASH_BARRIER_TYPE[barrier_idx], + footpath=KEY_FOOTPATH[1], + railing_type=KEY_RAILING_TYPE[0], + design_dict={}, + crash_barrier_type=KEY_RIGID_CRASH_BARRIER_TYPE[rigid_subtype_idx] + ) + else: + # Use semi-rigid/metallic barrier specifications + design_dict = IRC5_2015.cl_109_6_3_shapes( + barrier_type=KEY_CRASH_BARRIER_TYPE[1], # Semi-rigid + footpath=KEY_FOOTPATH[0] if self.footpath_config == "NONE" else KEY_FOOTPATH[1], + railing_type=None, + design_dict={}, + crash_barrier_type=KEY_METALLIC_CRASH_BARRIER_TYPE[metallic_subtype_map.get(self.crash_barrier_subtype, 0)] + ) + crash_barriers = build_crash_barriers( span_length_L=self.span_length_L, deck_top_z=deck_out["deck_top_z"], - footpath_config=self.footpath_config, carriageway_width=self.carriageway_width, - - crash_barrier_width=self.crash_barrier_width, - crash_barrier_height=self.crash_barrier_height, - crash_barrier_base_width=self.crash_barrier_base_width, - footpath_width=self.footpath_width, - railing_width=self.railing_width + railing_width=self.railing_width, + design_dict=design_dict, + barrier_type=self.barrier_type ) # 7. MEDIAN median_barriers = [] if self.enable_median: + # Get median design specifications from IRC5_2015 + median_type_map = {"Raised Kerb": 0, "RCC Crash Barrier": 1, "Metallic Crash Barrier": 2} + median_idx = median_type_map.get(self.median_type, 1) + + median_design_dict = IRC5_2015.cl_109_6_3_shapes( + barrier_type=KEY_MEDIAN_TYPE[median_idx], + footpath=KEY_FOOTPATH[0], + railing_type=None, + design_dict={}, + crash_barrier_type=KEY_METALLIC_CRASH_BARRIER_TYPE[0] if self.median_type == "Metallic Crash Barrier" else None + ) + median_barriers = build_median( span_length=self.span_length_L, deck_top_z=deck_out["deck_top_z"], carriageway_center_y=deck_out["carriageway_center_y"], - - crash_barrier_width=self.crash_barrier_width, - crash_barrier_height=self.crash_barrier_height, - crash_barrier_base_width=self.crash_barrier_base_width, - - median_gap=self.median_gap + design_dict=median_design_dict, + median_type=self.median_type ) # 8. RAILINGS @@ -250,9 +316,7 @@ def _translate(shape, dx=0, dy=0, dz=0): span_length=self.span_length_L, deck_top_z=deck_out["deck_top_z"], total_deck_width=deck_out["total_deck_width"], - footpath_config=self.footpath_config, - railing_width=self.railing_width, railing_height=self.railing_height, rail_count=self.rail_count From 040c615f8f693335e2841bf67c08ee24eb8da0a1 Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Sun, 1 Feb 2026 02:21:26 +0530 Subject: [PATCH 020/225] Add double W-beam median geometry and updated to single median for raised kerb median type --- .../super_structure/median/builder.py | 79 +++++++++++-------- .../plate_girder/cad_generator.py | 63 ++++++++------- 2 files changed, 76 insertions(+), 66 deletions(-) diff --git a/src/osdagbridge/core/bridge_components/super_structure/median/builder.py b/src/osdagbridge/core/bridge_components/super_structure/median/builder.py index f91d3eebd..8b08e6210 100644 --- a/src/osdagbridge/core/bridge_components/super_structure/median/builder.py +++ b/src/osdagbridge/core/bridge_components/super_structure/median/builder.py @@ -234,7 +234,8 @@ def create_metallic_crash_barrier_median(length, design_dict): # Post on outer side (road facing) # Center of post in Y - post_y_center = kerb_top_width / 2.0 - post_offset - post_depth / 2.0 + # For Median: width (75) is along Y, depth (150) is along X. + post_y_center = kerb_top_width / 2.0 - post_offset - post_width / 2.0 # Create vertical channel post def create_vertical_channel(h, d, w, tw, tf): @@ -335,7 +336,7 @@ def make_w_beam_wire(): beam_z = kerb_height + beam_h - W_BEAM_HEIGHT / 2.0 # Post Position - post_y_center = kerb_top_width / 2.0 - post_offset - post_depth / 2.0 + post_y_center = kerb_top_width / 2.0 - post_offset - post_width / 2.0 # SPACER GENERATION (Per Beam) # Spacer Center aligned with Beam Center @@ -431,7 +432,8 @@ def build_median( ): """ Build median barriers. - Always creates TWO barriers separated by the median width. + - Raised Kerb: Creates ONE central barrier. + - RCC & Metallic: Creates TWO barriers separated by the median width. """ median_barriers = [] @@ -439,39 +441,48 @@ def build_median( # Get median width from design_dict (default 1200) median_total_width = design_dict.get("median_width", 1200) - # Create the base shape (one side) + # CASE 1: RAISED KERB (Single Central) if median_type == "Raised Kerb": barrier_shape = create_raised_kerb(span_length, design_dict) - barrier_base_width = design_dict.get("kerb_bottom_width", 550) - elif median_type == "RCC Crash Barrier": - barrier_shape = create_rcc_crash_barrier_median(span_length, design_dict) - barrier_base_width = design_dict.get("barrier_bottom_width", 450) - elif median_type == "Metallic Crash Barrier": - barrier_shape = create_metallic_crash_barrier_median(span_length, design_dict) - barrier_base_width = design_dict.get("kerb_bottom_width", 550) - else: - raise ValueError(f"Invalid median_type: {median_type}") - - - offset = (median_total_width ) - (barrier_base_width / 2.0) + # Centralized single barrier + central_barrier = _translate( + barrier_shape, + x=0.0, + y=carriageway_center_y, + z=deck_top_z + ) + median_barriers.append(central_barrier) + return median_barriers - - left_barrier = _mirror_y(barrier_shape) - left_barrier = _translate( - left_barrier, - x=0.0, - y=carriageway_center_y - offset, - z=deck_top_z - ) - median_barriers.append(left_barrier) + # CASE 2: RCC or METALLIC (Double Side mirrored) + elif median_type in ("RCC Crash Barrier", "Metallic Crash Barrier"): + if median_type == "RCC Crash Barrier": + barrier_shape = create_rcc_crash_barrier_median(span_length, design_dict) + barrier_base_width = design_dict.get("barrier_bottom_width", 450) + else: # Metallic + barrier_shape = create_metallic_crash_barrier_median(span_length, design_dict) + barrier_base_width = design_dict.get("kerb_bottom_width", 550) + + # Calculate offset so outer edges are at median_total_width / 2 + # offset is the distance from center to barrier center + offset = (median_total_width - barrier_base_width) / 2.0 - - right_barrier = _translate( - barrier_shape, - x=0.0, - y=carriageway_center_y + offset, - z=deck_top_z - ) - median_barriers.append(right_barrier) + left_barrier = _mirror_y(barrier_shape) + left_barrier = _translate( + left_barrier, + x=0.0, + y=carriageway_center_y - offset, + z=deck_top_z + ) + median_barriers.append(left_barrier) - return median_barriers + right_barrier = _translate( + barrier_shape, + x=0.0, + y=carriageway_center_y + offset, + z=deck_top_z + ) + median_barriers.append(right_barrier) + return median_barriers + else: + raise ValueError(f"Invalid median_type: {median_type}") diff --git a/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py b/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py index 555252124..03c7cf8b9 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py @@ -77,20 +77,17 @@ def __init__(self, bridge_type=KEY_MODULE_PG): self.carriageway_width = 12000 self.deck_thickness = 400 - self.footpath_config = "LEFT" # NONE / LEFT / RIGHT / BOTH - self.crash_barrier_base_width = 600 + self.footpath_config = "NONE" # NONE / LEFT / RIGHT / BOTH self.footpath_width = 1500 self.railing_width = 300 # CRASH BARRIER PARAMETERS - self.crash_barrier_width = 175 - self.crash_barrier_height = 900 self.barrier_type = "Semi-Rigid" # "Rigid" or "Semi-Rigid" self.crash_barrier_subtype = "Double W-beam" # "IRC-5R", "High Containment", "Single W-beam", "Double W-beam" # MEDIAN PARAMETERS self.enable_median = True - self.median_type = "Metallic Crash Barrier" # "Raised Kerb", "RCC Crash Barrier", "Metallic Crash Barrier" + self.median_type = "Raised Kerb" # "Raised Kerb", "RCC Crash Barrier", "Metallic Crash Barrier" # RAILING PARAMETERS self.railing_height = 1200 @@ -210,21 +207,7 @@ def _translate(shape, dx=0, dy=0, dz=0): top_bracket=self.k_top_bracket ) - # 5. DECK SYSTEM (USES TOP-OF-GIRDER Z) - deck_out = build_deck( - span_length_L=self.span_length_L, - girder_section_d=girder_top_z, - deck_thickness=self.deck_thickness, - - footpath_config=self.footpath_config, - carriageway_width=self.carriageway_width, - crash_barrier_base_width=self.crash_barrier_base_width, - footpath_width=self.footpath_width, - railing_width=self.railing_width - ) - - # 6. CRASH BARRIERS - + # 5. IRC 5 SPECIFICATIONS (CRASH BARRIER) from osdagbridge.core.utils.codes.irc5_2015 import IRC5_2015 from osdagbridge.core.utils.common import ( KEY_CRASH_BARRIER_TYPE, @@ -235,20 +218,16 @@ def _translate(shape, dx=0, dy=0, dz=0): KEY_MEDIAN_TYPE ) - # IRC DESIGN (CRASH BARRIER) # Map barrier_type string to KEY_CRASH_BARRIER_TYPE index barrier_type_map = {"Flexible": 0, "Semi-Rigid": 1, "Rigid": 2} barrier_idx = barrier_type_map.get(self.barrier_type, 2) - # Map crash_barrier_subtype for rigid barriers + # Map crash_barrier_subtype rigid_subtype_map = {"IRC-5R": 0, "High Containment": 1} metallic_subtype_map = {"Single W-beam": 0, "Double W-beam": 1} if self.barrier_type == "Rigid": - # Use rigid barrier specifications - # Get the crash barrier subtype (IRC-5R or High Containment) rigid_subtype_idx = rigid_subtype_map.get(self.crash_barrier_subtype, 0) - if self.footpath_config == "NONE": design_dict = IRC5_2015.cl_109_6_3_shapes( barrier_type=KEY_CRASH_BARRIER_TYPE[barrier_idx], @@ -258,8 +237,6 @@ def _translate(shape, dx=0, dy=0, dz=0): crash_barrier_type=KEY_RIGID_CRASH_BARRIER_TYPE[rigid_subtype_idx] ) else: - # For footpath cases, we still need to pass the crash_barrier_type - # to get the correct dimensions (IRC-5R vs High Containment) design_dict = IRC5_2015.cl_109_6_3_shapes( barrier_type=KEY_CRASH_BARRIER_TYPE[barrier_idx], footpath=KEY_FOOTPATH[1], @@ -267,16 +244,35 @@ def _translate(shape, dx=0, dy=0, dz=0): design_dict={}, crash_barrier_type=KEY_RIGID_CRASH_BARRIER_TYPE[rigid_subtype_idx] ) + # For rigid, the base width is in "crash_barrier_width" + actual_base_width = design_dict.get("crash_barrier_width", 450) else: - # Use semi-rigid/metallic barrier specifications + # Semi-rigid / Metallic + metallic_subtype_idx = metallic_subtype_map.get(self.crash_barrier_subtype, 0) design_dict = IRC5_2015.cl_109_6_3_shapes( - barrier_type=KEY_CRASH_BARRIER_TYPE[1], # Semi-rigid + barrier_type=KEY_CRASH_BARRIER_TYPE[1], footpath=KEY_FOOTPATH[0] if self.footpath_config == "NONE" else KEY_FOOTPATH[1], railing_type=None, design_dict={}, - crash_barrier_type=KEY_METALLIC_CRASH_BARRIER_TYPE[metallic_subtype_map.get(self.crash_barrier_subtype, 0)] + crash_barrier_type=KEY_METALLIC_CRASH_BARRIER_TYPE[metallic_subtype_idx] ) + # For semi-rigid/metallic, the kerb bottom width is the base width + actual_base_width = design_dict.get("kerb_bottom_width", 550) + # 6. DECK SYSTEM (USES TOP-OF-GIRDER Z) + deck_out = build_deck( + span_length_L=self.span_length_L, + girder_section_d=girder_top_z, + deck_thickness=self.deck_thickness, + + footpath_config=self.footpath_config, + carriageway_width=self.carriageway_width, + crash_barrier_base_width=actual_base_width, + footpath_width=self.footpath_width, + railing_width=self.railing_width + ) + + # 7. CRASH BARRIER PLACEMENT crash_barriers = build_crash_barriers( span_length_L=self.span_length_L, deck_top_z=deck_out["deck_top_z"], @@ -288,19 +284,22 @@ def _translate(shape, dx=0, dy=0, dz=0): barrier_type=self.barrier_type ) - # 7. MEDIAN + # 8. MEDIAN median_barriers = [] if self.enable_median: # Get median design specifications from IRC5_2015 median_type_map = {"Raised Kerb": 0, "RCC Crash Barrier": 1, "Metallic Crash Barrier": 2} median_idx = median_type_map.get(self.median_type, 1) + # Map metallic subtype for median + metallic_subtype_idx = metallic_subtype_map.get(self.crash_barrier_subtype, 0) + median_design_dict = IRC5_2015.cl_109_6_3_shapes( barrier_type=KEY_MEDIAN_TYPE[median_idx], footpath=KEY_FOOTPATH[0], railing_type=None, design_dict={}, - crash_barrier_type=KEY_METALLIC_CRASH_BARRIER_TYPE[0] if self.median_type == "Metallic Crash Barrier" else None + crash_barrier_type=KEY_METALLIC_CRASH_BARRIER_TYPE[metallic_subtype_idx] if self.median_type == "Metallic Crash Barrier" else None ) median_barriers = build_median( From 0999e363f8d9dc437eca1b008c1c32de9a932f01 Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Sun, 1 Feb 2026 18:57:22 +0530 Subject: [PATCH 021/225] Corrected the placement of post channel in metallic type crash barrier --- .../super_structure/crash_barrier/builder.py | 10 +- .../super_structure/median/builder.py | 385 +++++++++--------- 2 files changed, 190 insertions(+), 205 deletions(-) diff --git a/src/osdagbridge/core/bridge_components/super_structure/crash_barrier/builder.py b/src/osdagbridge/core/bridge_components/super_structure/crash_barrier/builder.py index 28d7caea1..af03608ac 100644 --- a/src/osdagbridge/core/bridge_components/super_structure/crash_barrier/builder.py +++ b/src/osdagbridge/core/bridge_components/super_structure/crash_barrier/builder.py @@ -159,8 +159,8 @@ def create_semi_rigid_metallic_barrier( ).Shape() # POSTS (ISMC 150) - post_depth = design_dict.get("post_depth", 150) # Along X (Bridge Length) - post_width = design_dict.get("post_width", 75) # Along Y (Transverse) + post_depth = design_dict.get("post_depth", 100) # Along X (Bridge Length) + post_width = design_dict.get("post_width", 150) # Along Y (Transverse) post_web_thk = design_dict.get("post_web_thickness", 5.0) post_flange_thk = design_dict.get("post_flange_thickness", 7.8) post_offset_from_edge = design_dict.get("post_offset_from_edge", 75) # From outer edge @@ -229,19 +229,17 @@ def create_vertical_channel(h, d, w, tw, tf): ) spacer_depth = design_dict.get("spacer_depth", 150) - spacer_width = design_dict.get("spacer_width", 75) + spacer_width = design_dict.get("spacer_width", 200) spacer_web_thk = design_dict.get("spacer_web_thickness", 5.0) spacer_flange_thk = design_dict.get("spacer_flange_thickness", 7.8) spacers_combined = None - # ========================================================= # W-BEAM - # ========================================================= # Corrected Geometry: Vertical orientation (W-profile in Y-Z plane) W_BEAM_HEIGHT = spacer_height # Aligned with spacer height as requested - W_BEAM_DEPTH = 83.0 # Standard W-beam depth + W_BEAM_DEPTH = 60.0 # Standard W-beam depth W_BEAM_THICKNESS = design_dict.get("w_beam_thickness", 3.0) def make_w_beam_wire(): diff --git a/src/osdagbridge/core/bridge_components/super_structure/median/builder.py b/src/osdagbridge/core/bridge_components/super_structure/median/builder.py index 8b08e6210..d921ed764 100644 --- a/src/osdagbridge/core/bridge_components/super_structure/median/builder.py +++ b/src/osdagbridge/core/bridge_components/super_structure/median/builder.py @@ -16,6 +16,7 @@ from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeBox, BRepPrimAPI_MakePrism from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse import math +import numpy as np def _translate(shape, x=0.0, y=0.0, z=0.0): @@ -107,11 +108,6 @@ def create_rcc_crash_barrier_median(length, design_dict): Single New Jersey barrier profile (will be mirrored for the other side). Uses the same IRC-5R profile geometry as the edge crash barrier. """ -def create_rcc_crash_barrier_median(length, design_dict): - """ - Creates RCC crash barrier median (IRC Fig 5b). - Uses the same IRC-5R profile geometry as the edge crash barrier. - """ barrier_height = design_dict.get("barrier_height", 900) barrier_top_width = design_dict.get("barrier_top_width", 175) barrier_bottom_width = design_dict.get("barrier_bottom_width", 450) @@ -168,19 +164,23 @@ def create_rcc_crash_barrier_median(length, design_dict): solid = BRepPrimAPI_MakePrism(face, gp_Vec(length, 0, 0)).Shape() return solid - - -def create_metallic_crash_barrier_median(length, design_dict): + +def create_metallic_barrier_system(length, design_dict, kerb_top_width, kerb_height): """ - Creates metallic crash barrier median (IRC Fig 5c). - Single side (will be mirrored). + Creates metallic crash barrier system (IRC Fig 5c) - posts, spacers, and W-beams only. + Single side system (will be positioned on each side of the central kerb). + Kerb is created separately. + + Args: + length: Length of the barrier along the span + design_dict: Design parameters + kerb_top_width: Width of the kerb top (for positioning) + kerb_height: Height of the kerb (needed for positioning) + + Returns: + Combined shape of posts, spacers, and W-beams """ - # Kerb dimensions - kerb_height = design_dict.get("kerb_height", 100) - kerb_top_width = design_dict.get("kerb_top_width", 500) - kerb_bottom_width = design_dict.get("kerb_bottom_width", 550) - # Post dimensions post_height = design_dict.get("post_height", 950) post_spacing = design_dict.get("post_spacing", 1000) @@ -190,231 +190,133 @@ def create_metallic_crash_barrier_median(length, design_dict): number_of_w_beams = design_dict.get("number_of_w_beams", 1) w_beam_thickness = design_dict.get("w_beam_thickness", 3.0) - # Guard rail heights (Computed dynamically below) - # guard_rail_height_single = 620 - # guard_rail_height_double_lower = 330 - # guard_rail_height_double_upper = 805 - - # CREATE KERB - z0 = 0.0 - z1 = kerb_height - - y_bottom_l = -kerb_bottom_width / 2.0 - y_bottom_r = kerb_bottom_width / 2.0 - y_top_l = -kerb_top_width / 2.0 - y_top_r = kerb_top_width / 2.0 - - p1 = gp_Pnt(0, y_bottom_l, z0) - p2 = gp_Pnt(0, y_bottom_r, z0) - p3 = gp_Pnt(0, y_top_r, z1) - p4 = gp_Pnt(0, y_top_l, z1) - - kerb_poly = BRepBuilderAPI_MakePolygon() - for p in (p1, p2, p3, p4): - kerb_poly.Add(p) - kerb_poly.Close() - - kerb_face = BRepBuilderAPI_MakeFace(kerb_poly.Wire()).Face() - kerb_solid = BRepPrimAPI_MakePrism(kerb_face, gp_Vec(length, 0, 0)).Shape() - # CREATE POSTS (ISMC 150 as per IRC 5 Fig 5c) - post_depth = design_dict.get("post_depth", 150) - post_width = design_dict.get("post_width", 75) + post_depth = design_dict.get("post_depth", 100) + post_width = design_dict.get("post_width", 150) post_web_thk = design_dict.get("post_web_thickness", 5.0) post_flange_thk = design_dict.get("post_flange_thickness", 7.8) post_offset = design_dict.get("post_offset_from_edge", 75) # From kerb edge num_posts = int(length / post_spacing) + 1 - posts_combined = None - for i in range(num_posts): - x_pos = i * post_spacing - if x_pos > length: - break - - # Post on outer side (road facing) - # Center of post in Y - # For Median: width (75) is along Y, depth (150) is along X. - post_y_center = kerb_top_width / 2.0 - post_offset - post_width / 2.0 - - # Create vertical channel post - def create_vertical_channel(h, d, w, tw, tf): - x_web_back = -tw / 2.0 - x_web_front = tw / 2.0 - x_flange_tip = d - tw / 2.0 - y_left = -w / 2.0 - y_right = w / 2.0 - pts = [ - gp_Pnt(x_flange_tip, y_left, 0), - gp_Pnt(x_web_back, y_left, 0), - gp_Pnt(x_web_back, y_right, 0), - gp_Pnt(x_flange_tip, y_right, 0), - gp_Pnt(x_flange_tip, y_right - tf, 0), - gp_Pnt(x_web_front, y_right - tf, 0), - gp_Pnt(x_web_front, y_left + tf, 0), - gp_Pnt(x_flange_tip, y_left + tf, 0) - ] - poly = BRepBuilderAPI_MakePolygon() - for p in pts: - poly.Add(p) - poly.Close() - face = BRepBuilderAPI_MakeFace(poly.Wire()).Face() - return BRepPrimAPI_MakePrism(face, gp_Vec(0, 0, h)).Shape() - - post_solid = create_vertical_channel(post_height, post_depth, post_width, post_web_thk, post_flange_thk) - - - tr_rot = gp_Trsf() - tr_rot.SetRotation(gp_Ax1(gp_Pnt(0,0,0), gp_Dir(0,0,1)), 0.0) - post_solid = BRepBuilderAPI_Transform(post_solid, tr_rot, True).Shape() - - post_solid = _translate(post_solid, x=x_pos, y=post_y_center, z=kerb_height) - - if posts_combined is None: - posts_combined = post_solid - else: - posts_combined = BRepAlgoAPI_Fuse(posts_combined, post_solid).Shape() - - # CREATE SPACER CHANNELS PARAMETERS (ISMC 150) - spacer_width = design_dict.get("spacer_width", 75) + # SPACER PARAMETERS + spacer_width = design_dict.get("spacer_width", 200) spacer_depth = design_dict.get("spacer_depth", 150) spacer_web_thk = design_dict.get("spacer_web_thickness", 5.0) spacer_flange_thk = design_dict.get("spacer_flange_thickness", 7.8) - spacers_combined = None - - # CREATE W-BEAMS - import numpy as np - + # W-BEAM PARAMETERS W_BEAM_HEIGHT = spacer_height # Aligned with spacer height - W_BEAM_DEPTH = 83.0 # Standard W-beam depth + W_BEAM_DEPTH = 83.0 # Standard W-beam depth W_BEAM_THICKNESS = w_beam_thickness + # Gaussian parameters for wave profile + sigma = W_BEAM_HEIGHT / 10.0 + mu1 = W_BEAM_HEIGHT * 0.25 + mu2 = W_BEAM_HEIGHT * 0.75 + amp = W_BEAM_DEPTH * 1.5 # Effective depth of the W-beam wave + def make_w_beam_wire(): points = 40 zs = np.linspace(0, W_BEAM_HEIGHT, points) - - # Double Wave Profile - # Two guassians or sin waves in Y based on Z - - # Sum of gaussians as before, but on Z - sigma = W_BEAM_HEIGHT / 6.0 - mu1 = W_BEAM_HEIGHT * 0.25 - mu2 = W_BEAM_HEIGHT * 0.75 - amp = W_BEAM_DEPTH - poly = BRepBuilderAPI_MakePolygon() - for z in zs: - # Gaussian bumps - y = (amp * math.exp(-((z - mu1) ** 2) / (2 * sigma ** 2)) + - amp * math.exp(-((z - mu2) ** 2) / (2 * sigma ** 2))) - - poly.Add(gp_Pnt(0.0, y, z)) - - # Close the back face (flat at y=0) to form a solid cross-section + y_wave = (amp * math.exp(-((z - mu1) ** 2) / (2 * sigma ** 2)) + + amp * math.exp(-((z - mu2) ** 2) / (2 * sigma ** 2))) + poly.Add(gp_Pnt(0.0, y_wave, z)) + # Close the back face (flat at local y=0) to form a solid cross-section poly.Add(gp_Pnt(0.0, 0.0, W_BEAM_HEIGHT)) poly.Add(gp_Pnt(0.0, 0.0, 0.0)) poly.Close() - return poly.Wire() + + # ARRANGEMENT CALCULATIONS + # Right side template: Post -> Spacer -> W-beam -> 75mm gap -> Kerb edge + # Kerb edge is at +kerb_top_width / 2.0 + gap_from_edge = 75.0 + kerb_edge_y = kerb_top_width / 2.0 + + # Beam peak face should be at gap_from_edge from kerb edge + beam_back_y = kerb_edge_y - gap_from_edge - amp + # Spacer is attached to the back of the beam + spacer_y_center = beam_back_y - spacer_width / 2.0 + + # Post is attached to the back of the spacer + post_y_center = beam_back_y - spacer_width - post_width / 2.0 + + # GENERATE POSTS + posts_combined = None + for i in range(num_posts): + x_pos = i * post_spacing + if x_pos > length: break + + def create_vertical_channel(h, d, w, tw, tf): + x_web_back, x_web_front = -tw / 2.0, tw / 2.0 + x_flange_tip = d - tw / 2.0 + y_left, y_right = -w / 2.0, w / 2.0 + pts = [ + gp_Pnt(x_flange_tip, y_left, 0), gp_Pnt(x_web_back, y_left, 0), + gp_Pnt(x_web_back, y_right, 0), gp_Pnt(x_flange_tip, y_right, 0), + gp_Pnt(x_flange_tip, y_right - tf, 0), gp_Pnt(x_web_front, y_right - tf, 0), + gp_Pnt(x_web_front, y_left + tf, 0), gp_Pnt(x_flange_tip, y_left + tf, 0) + ] + poly = BRepBuilderAPI_MakePolygon() + for p in pts: poly.Add(p) + poly.Close() + return BRepPrimAPI_MakePrism(BRepBuilderAPI_MakeFace(poly.Wire()).Face(), gp_Vec(0, 0, h)).Shape() + + post_solid = create_vertical_channel(post_height, post_depth, post_width, post_web_thk, post_flange_thk) + post_solid = _translate(post_solid, x=x_pos, y=post_y_center, z=kerb_height) + posts_combined = post_solid if posts_combined is None else BRepAlgoAPI_Fuse(posts_combined, post_solid).Shape() + + # GENERATE BEAMS AND SPACERS + spacers_combined = None beams_combined = None if number_of_w_beams == 1: - # Top of beam/spacer aligns with post top beam_heights = [post_height - spacer_height / 2.0] else: - # Upper beam/spacer starts at post top h_upper = post_height - spacer_height / 2.0 - # Lower beam/spacer comes after 145mm gap h_lower = h_upper - spacer_height - 145 beam_heights = [h_lower, h_upper] for beam_h in beam_heights[:number_of_w_beams]: - # Beam Z is bottom of the beam beam_z = kerb_height + beam_h - W_BEAM_HEIGHT / 2.0 - - # Post Position - post_y_center = kerb_top_width / 2.0 - post_offset - post_width / 2.0 - - # SPACER GENERATION (Per Beam) - # Spacer Center aligned with Beam Center - # Spacer Z (base) = kerb_height + beam_h - spacer_height / 2.0 spacer_z = kerb_height + beam_h - spacer_height / 2.0 - - # Spacer Y ends at: post_y_center + post_width/2 + spacer_width - spacer_y_center = post_y_center + post_width/2.0 + spacer_width/2.0 + # Spacers (one per post) for i in range(num_posts): x_pos = i * post_spacing - if x_pos > length: - break + if x_pos > length: break def create_vertical_spacer(h, d, w, tw, tf): - x_web_back = -tw / 2.0 - x_web_front = tw / 2.0 + x_web_back, x_web_front = -tw / 2.0, tw / 2.0 x_flange_tip = d - tw / 2.0 - y_left = -w / 2.0 - y_right = w / 2.0 + y_left, y_right = -w / 2.0, w / 2.0 pts = [ - gp_Pnt(x_flange_tip, y_left, 0), - gp_Pnt(x_web_back, y_left, 0), - gp_Pnt(x_web_back, y_right, 0), - gp_Pnt(x_flange_tip, y_right, 0), - gp_Pnt(x_flange_tip, y_right - tf, 0), - gp_Pnt(x_web_front, y_right - tf, 0), - gp_Pnt(x_web_front, y_left + tf, 0), - gp_Pnt(x_flange_tip, y_left + tf, 0) + gp_Pnt(x_flange_tip, y_left, 0), gp_Pnt(x_web_back, y_left, 0), + gp_Pnt(x_web_back, y_right, 0), gp_Pnt(x_flange_tip, y_right, 0), + gp_Pnt(x_flange_tip, y_right - tf, 0), gp_Pnt(x_web_front, y_right - tf, 0), + gp_Pnt(x_web_front, y_left + tf, 0), gp_Pnt(x_flange_tip, y_left + tf, 0) ] poly = BRepBuilderAPI_MakePolygon() - for p in pts: - poly.Add(p) + for p in pts: poly.Add(p) poly.Close() - face = BRepBuilderAPI_MakeFace(poly.Wire()).Face() - return BRepPrimAPI_MakePrism(face, gp_Vec(0, 0, h)).Shape() + return BRepPrimAPI_MakePrism(BRepBuilderAPI_MakeFace(poly.Wire()).Face(), gp_Vec(0, 0, h)).Shape() spacer_solid = create_vertical_spacer(spacer_height, spacer_depth, spacer_width, spacer_web_thk, spacer_flange_thk) - - # Rotate 0 deg (C faces +X) - tr_rot = gp_Trsf() - tr_rot.SetRotation(gp_Ax1(gp_Pnt(0,0,0), gp_Dir(0,0,1)), 0.0) - spacer_solid = BRepBuilderAPI_Transform(spacer_solid, tr_rot, True).Shape() - spacer_solid = _translate(spacer_solid, x=x_pos, y=spacer_y_center, z=spacer_z) - - if spacers_combined is None: - spacers_combined = spacer_solid - else: - spacers_combined = BRepAlgoAPI_Fuse(spacers_combined, spacer_solid).Shape() - + spacers_combined = spacer_solid if spacers_combined is None else BRepAlgoAPI_Fuse(spacers_combined, spacer_solid).Shape() - - - beam_y_pos = spacer_y_center + spacer_width / 2.0 - - # Create Wire -> Face -> Solid + # Beam solid wire = make_w_beam_wire() - beam_face = BRepBuilderAPI_MakeFace(wire).Face() - beam_solid = BRepPrimAPI_MakePrism(beam_face, gp_Vec(length, 0, 0)).Shape() - - # Translate to position - beam_solid = _translate( - beam_solid, - x=0, - y=beam_y_pos, - z=beam_z - ) - - if beams_combined is None: - beams_combined = beam_solid - else: - beams_combined = BRepAlgoAPI_Fuse(beams_combined, beam_solid).Shape() - - # COMBINE - combined = kerb_solid - if posts_combined is not None: - combined = BRepAlgoAPI_Fuse(combined, posts_combined).Shape() + beam_solid = BRepPrimAPI_MakePrism(BRepBuilderAPI_MakeFace(wire).Face(), gp_Vec(length, 0, 0)).Shape() + beam_solid = _translate(beam_solid, x=0, y=beam_back_y, z=beam_z) + beams_combined = beam_solid if beams_combined is None else BRepAlgoAPI_Fuse(beams_combined, beam_solid).Shape() + + # COMBINE all components (posts, spacers, beams) + combined = posts_combined if spacers_combined is not None: combined = BRepAlgoAPI_Fuse(combined, spacers_combined).Shape() if beams_combined is not None: @@ -423,6 +325,49 @@ def create_vertical_spacer(h, d, w, tw, tf): return combined +def create_median_kerb(length, median_width, design_dict): + """ + Creates a single continuous median kerb with specified total width. + Used for metallic crash barrier median as per IRC Fig 5c. + + Args: + length: Length of the kerb along the span + median_width: Total width of the median (center to center distance) + design_dict: Design parameters containing kerb dimensions + + Returns: + Kerb solid centered at y=0 + """ + kerb_height = design_dict.get("kerb_height", 100) + # Use the median_width as the total kerb width + kerb_top_width = median_width + kerb_bottom_width = median_width + 50 # Slight taper at base + + z0 = 0.0 + z1 = kerb_height + + y_bottom_l = -kerb_bottom_width / 2.0 + y_bottom_r = kerb_bottom_width / 2.0 + y_top_l = -kerb_top_width / 2.0 + y_top_r = kerb_top_width / 2.0 + + # Trapezoidal profile (counter-clockwise) + p1 = gp_Pnt(0, y_bottom_l, z0) + p2 = gp_Pnt(0, y_bottom_r, z0) + p3 = gp_Pnt(0, y_top_r, z1) + p4 = gp_Pnt(0, y_top_l, z1) + + poly = BRepBuilderAPI_MakePolygon() + for p in (p1, p2, p3, p4): + poly.Add(p) + poly.Close() + + face = BRepBuilderAPI_MakeFace(poly.Wire()).Face() + solid = BRepPrimAPI_MakePrism(face, gp_Vec(length, 0, 0)).Shape() + + return solid + + def build_median( span_length, deck_top_z, @@ -433,7 +378,9 @@ def build_median( """ Build median barriers. - Raised Kerb: Creates ONE central barrier. - - RCC & Metallic: Creates TWO barriers separated by the median width. + - RCC Crash Barrier: Creates TWO barriers separated by the median width. + - Metallic Crash Barrier: Creates ONE continuous kerb with TWO metallic barrier systems + (posts + spacers + W-beams) on either side. """ median_barriers = [] @@ -454,14 +401,10 @@ def build_median( median_barriers.append(central_barrier) return median_barriers - # CASE 2: RCC or METALLIC (Double Side mirrored) - elif median_type in ("RCC Crash Barrier", "Metallic Crash Barrier"): - if median_type == "RCC Crash Barrier": - barrier_shape = create_rcc_crash_barrier_median(span_length, design_dict) - barrier_base_width = design_dict.get("barrier_bottom_width", 450) - else: # Metallic - barrier_shape = create_metallic_crash_barrier_median(span_length, design_dict) - barrier_base_width = design_dict.get("kerb_bottom_width", 550) + # CASE 2: RCC CRASH BARRIER (Double Side mirrored) + elif median_type == "RCC Crash Barrier": + barrier_shape = create_rcc_crash_barrier_median(span_length, design_dict) + barrier_base_width = design_dict.get("barrier_bottom_width", 450) # Calculate offset so outer edges are at median_total_width / 2 # offset is the distance from center to barrier center @@ -484,5 +427,49 @@ def build_median( ) median_barriers.append(right_barrier) return median_barriers + + # CASE 3: METALLIC CRASH BARRIER (Single continuous kerb + two barrier systems) + elif median_type == "Metallic Crash Barrier": + kerb_height = design_dict.get("kerb_height", 100) + + # Create single continuous kerb with total width = median_width + kerb_shape = create_median_kerb(span_length, median_total_width, design_dict) + kerb_positioned = _translate( + kerb_shape, + x=0.0, + y=carriageway_center_y, + z=deck_top_z + ) + median_barriers.append(kerb_positioned) + + # Create metallic barrier system (posts, spacers, W-beams) for one side + barrier_system = create_metallic_barrier_system( + span_length, + design_dict, + median_total_width, # Pass the total median width as kerb_top_width + kerb_height + ) + + # Position left barrier system (mirrored) + left_barrier_system = _mirror_y(barrier_system) + left_barrier_system = _translate( + left_barrier_system, + x=0.0, + y=carriageway_center_y, + z=deck_top_z + ) + median_barriers.append(left_barrier_system) + + # Position right barrier system + right_barrier_system = _translate( + barrier_system, + x=0.0, + y=carriageway_center_y, + z=deck_top_z + ) + median_barriers.append(right_barrier_system) + + return median_barriers + else: - raise ValueError(f"Invalid median_type: {median_type}") + raise ValueError(f"Invalid median_type: {median_type}") \ No newline at end of file From 5d8058bfcbd57dae661fe3062099f97e2a28f7f9 Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Sun, 1 Feb 2026 18:58:51 +0530 Subject: [PATCH 022/225] Added different colors for flange and web of the girder --- .../plate_girder/cad_generator.py | 28 +++++++++++++++---- src/osdagbridge/desktop/ui/cad_3d.py | 25 ++++++++++++----- 2 files changed, 40 insertions(+), 13 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py b/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py index 03c7cf8b9..e2b86465b 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py @@ -87,7 +87,7 @@ def __init__(self, bridge_type=KEY_MODULE_PG): # MEDIAN PARAMETERS self.enable_median = True - self.median_type = "Raised Kerb" # "Raised Kerb", "RCC Crash Barrier", "Metallic Crash Barrier" + self.median_type = "Metallic Crash Barrier" # "Raised Kerb", "RCC Crash Barrier", "Metallic Crash Barrier" # RAILING PARAMETERS self.railing_height = 1200 @@ -156,16 +156,29 @@ def _translate(shape, dx=0, dy=0, dz=0): girders = [] stiffeners = [] + girder_web = [] + girder_flanges = [] + total_width = (self.num_girders - 1) * self.girder_spacing for i in range(self.num_girders): y_offset = (i * self.girder_spacing) - (total_width / 2) - # Web + flanges - for part in ("web", "top_flange", "bottom_flange"): - girders.append( - _translate(pg[part], dy=y_offset) - ) + # Web + web = _translate(pg["web"], dy=y_offset) + girders.append(web) + girder_web.append(web) + + # Top flange + top_flange = _translate(pg["top_flange"], dy=y_offset) + girders.append(top_flange) + girder_flanges.append(top_flange) + + # Bottom flange + bottom_flange = _translate(pg["bottom_flange"], dy=y_offset) + girders.append(bottom_flange) + girder_flanges.append(bottom_flange) + # Stiffeners for stiff in pg["stiffeners"]: @@ -324,6 +337,9 @@ def _translate(shape, dx=0, dy=0, dz=0): # FINAL RETURN return { "girders": girders, + "girder_web": girder_web, + "girder_flanges": girder_flanges, + "stiffeners": stiffeners, "cross_bracings": cross_bracings, diff --git a/src/osdagbridge/desktop/ui/cad_3d.py b/src/osdagbridge/desktop/ui/cad_3d.py index 1abc49c3a..cd9a353f1 100644 --- a/src/osdagbridge/desktop/ui/cad_3d.py +++ b/src/osdagbridge/desktop/ui/cad_3d.py @@ -134,10 +134,11 @@ def load_bridge(self): display.EraseAll() # COLORS - GIRDER_COLOR = Quantity_Color(72/255, 72/255, 54/255, Quantity_TOC_RGB) - STIFFENER_COLOR = Quantity_Color(30/255, 30/255, 30/255, Quantity_TOC_RGB) + WEB_COLOR = Quantity_Color(47/255.0, 47/255.0, 35/255.0, Quantity_TOC_RGB) + FLANGE_COLOR = Quantity_Color(134/255.0, 134/255.0, 100/255.0, Quantity_TOC_RGB) + STIFFENER_COLOR = Quantity_Color(72/255, 72/255, 54/255, Quantity_TOC_RGB) DECK_COLOR = Quantity_Color(180/255, 180/255, 180/255, Quantity_TOC_RGB) - BARRIER_COLOR = Quantity_Color(120/255, 120/255, 120/255, Quantity_TOC_RGB) + BARRIER_COLOR = Quantity_Color(40/255, 40/255, 40/255, Quantity_TOC_RGB) #Quantity_Color(120/255, 120/255, 120/255, Quantity_TOC_RGB) BRACING_COLOR = Quantity_Color(60/255, 60/255, 60/255, Quantity_TOC_RGB) # HELPER @@ -164,13 +165,23 @@ def display_and_register(shapes, key, label, color): self.viewer.model_ais_objects = {} + # PLATE GIRDER (WEB + FLANGES SEPARATE COLORS) + display_and_register( - cad_data.get("girders", []), - "Girder", - "Girder", - GIRDER_COLOR + cad_data.get("girder_web", []), + "Girder Web", + "Girder Web", + WEB_COLOR ) + display_and_register( + cad_data.get("girder_flanges", []), + "Girder Flange", + "Girder Flange", + FLANGE_COLOR + ) + + display_and_register( cad_data.get("stiffeners", []), "Stiffener", From b13ce85f09e9267cb11583dfc559dfcd0232e85f Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Sun, 1 Feb 2026 19:22:34 +0530 Subject: [PATCH 023/225] Return W beam as a separate shape and added a color to the beam --- .../super_structure/crash_barrier/builder.py | 57 ++++++++----------- .../super_structure/median/builder.py | 42 ++++++-------- .../plate_girder/cad_generator.py | 36 +++++++++++- src/osdagbridge/desktop/ui/cad_3d.py | 17 +++++- 4 files changed, 89 insertions(+), 63 deletions(-) diff --git a/src/osdagbridge/core/bridge_components/super_structure/crash_barrier/builder.py b/src/osdagbridge/core/bridge_components/super_structure/crash_barrier/builder.py index af03608ac..f5d13fe23 100644 --- a/src/osdagbridge/core/bridge_components/super_structure/crash_barrier/builder.py +++ b/src/osdagbridge/core/bridge_components/super_structure/crash_barrier/builder.py @@ -339,20 +339,19 @@ def make_w_beam_wire(): else BRepAlgoAPI_Fuse(beams_combined, beam_solid).Shape() ) - # COMBINE ALL - combined = kerb_solid - if posts_combined: - combined = BRepAlgoAPI_Fuse(combined, posts_combined).Shape() - if spacers_combined: - combined = BRepAlgoAPI_Fuse(combined, spacers_combined).Shape() - if beams_combined: - combined = BRepAlgoAPI_Fuse(combined, beams_combined).Shape() - # IF RIGHT SIDE: MIRROR + res = { + "kerb": kerb_solid, + "posts": posts_combined, + "spacers": spacers_combined, + "w_beams": beams_combined + } + if side.upper() == "RIGHT": - combined = mirror_y(combined) + res = {k: mirror_y(v) for k, v in res.items() if v} + + return res - return combined @@ -500,37 +499,31 @@ def build_crash_barriers( design_dict=design_dict, side="LEFT" ) + + crash_barriers.append(translate(right_shape, y=y_r, z=deck_top_z)) + crash_barriers.append(translate(left_shape, y=y_l, z=deck_top_z)) + elif barrier_type == "Semi-Rigid": - right_shape = create_semi_rigid_metallic_barrier( + right_parts = create_semi_rigid_metallic_barrier( length=span_length_L, design_dict=design_dict, side="RIGHT" ) - left_shape = create_semi_rigid_metallic_barrier( + + left_parts = create_semi_rigid_metallic_barrier( length=span_length_L, design_dict=design_dict, side="LEFT" ) + + # Apply translations and store as dictionaries for coloring + right_dict = {k: translate(v, y=y_r, z=deck_top_z) for k, v in right_parts.items() if v} + left_dict = {k: translate(v, y=y_l, z=deck_top_z) for k, v in left_parts.items() if v} + + crash_barriers.append(right_dict) + crash_barriers.append(left_dict) + else: raise ValueError(f"Invalid barrier_type: {barrier_type}. Use 'Rigid' or 'Semi-Rigid'") - # PLACE SHAPES - - crash_barriers.append( - translate( - right_shape, - y=y_r, - z=deck_top_z - ) - ) - - crash_barriers.append( - translate( - left_shape, - y=y_l, - z=deck_top_z - ) - ) - - return crash_barriers diff --git a/src/osdagbridge/core/bridge_components/super_structure/median/builder.py b/src/osdagbridge/core/bridge_components/super_structure/median/builder.py index d921ed764..57ee736ac 100644 --- a/src/osdagbridge/core/bridge_components/super_structure/median/builder.py +++ b/src/osdagbridge/core/bridge_components/super_structure/median/builder.py @@ -315,14 +315,11 @@ def create_vertical_spacer(h, d, w, tw, tf): beam_solid = _translate(beam_solid, x=0, y=beam_back_y, z=beam_z) beams_combined = beam_solid if beams_combined is None else BRepAlgoAPI_Fuse(beams_combined, beam_solid).Shape() - # COMBINE all components (posts, spacers, beams) - combined = posts_combined - if spacers_combined is not None: - combined = BRepAlgoAPI_Fuse(combined, spacers_combined).Shape() - if beams_combined is not None: - combined = BRepAlgoAPI_Fuse(combined, beams_combined).Shape() - - return combined + return { + "posts": posts_combined, + "spacers": spacers_combined, + "w_beams": beams_combined + } def create_median_kerb(length, median_width, design_dict): @@ -440,10 +437,10 @@ def build_median( y=carriageway_center_y, z=deck_top_z ) - median_barriers.append(kerb_positioned) + median_barriers.append({"kerb": kerb_positioned}) # Create metallic barrier system (posts, spacers, W-beams) for one side - barrier_system = create_metallic_barrier_system( + barrier_system_parts = create_metallic_barrier_system( span_length, design_dict, median_total_width, # Pass the total median width as kerb_top_width @@ -451,23 +448,18 @@ def build_median( ) # Position left barrier system (mirrored) - left_barrier_system = _mirror_y(barrier_system) - left_barrier_system = _translate( - left_barrier_system, - x=0.0, - y=carriageway_center_y, - z=deck_top_z - ) - median_barriers.append(left_barrier_system) + left_dict = { + k: _translate(_mirror_y(v), x=0.0, y=carriageway_center_y, z=deck_top_z) + for k, v in barrier_system_parts.items() if v + } + median_barriers.append(left_dict) # Position right barrier system - right_barrier_system = _translate( - barrier_system, - x=0.0, - y=carriageway_center_y, - z=deck_top_z - ) - median_barriers.append(right_barrier_system) + right_dict = { + k: _translate(v, x=0.0, y=carriageway_center_y, z=deck_top_z) + for k, v in barrier_system_parts.items() if v + } + median_barriers.append(right_dict) return median_barriers diff --git a/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py b/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py index e2b86465b..0e322ce12 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py @@ -83,7 +83,7 @@ def __init__(self, bridge_type=KEY_MODULE_PG): # CRASH BARRIER PARAMETERS self.barrier_type = "Semi-Rigid" # "Rigid" or "Semi-Rigid" - self.crash_barrier_subtype = "Double W-beam" # "IRC-5R", "High Containment", "Single W-beam", "Double W-beam" + self.crash_barrier_subtype = "Single W-beam" # "IRC-5R", "High Containment", "Single W-beam", "Double W-beam" # MEDIAN PARAMETERS self.enable_median = True @@ -286,7 +286,11 @@ def _translate(shape, dx=0, dy=0, dz=0): ) # 7. CRASH BARRIER PLACEMENT - crash_barriers = build_crash_barriers( + + crash_barrier_w_beams = [] + crash_barrier_other = [] + + crash_barriers_raw = build_crash_barriers( span_length_L=self.span_length_L, deck_top_z=deck_out["deck_top_z"], footpath_config=self.footpath_config, @@ -297,6 +301,19 @@ def _translate(shape, dx=0, dy=0, dz=0): barrier_type=self.barrier_type ) + crash_barriers = [] + + for cb in crash_barriers_raw: + if isinstance(cb, dict): + if cb.get("w_beams"): + crash_barrier_w_beams.append(cb["w_beams"]) + for k in ("kerb", "posts", "spacers"): + if cb.get(k): + crash_barrier_other.append(cb[k]) + crash_barriers.append(cb[k]) + else: + crash_barriers.append(cb) + # 8. MEDIAN median_barriers = [] if self.enable_median: @@ -315,13 +332,25 @@ def _translate(shape, dx=0, dy=0, dz=0): crash_barrier_type=KEY_METALLIC_CRASH_BARRIER_TYPE[metallic_subtype_idx] if self.median_type == "Metallic Crash Barrier" else None ) - median_barriers = build_median( + median_barriers_raw = build_median( span_length=self.span_length_L, deck_top_z=deck_out["deck_top_z"], carriageway_center_y=deck_out["carriageway_center_y"], design_dict=median_design_dict, median_type=self.median_type ) + + median_barriers = [] + for mb in median_barriers_raw: + if isinstance(mb, dict): + if mb.get("w_beams"): + crash_barrier_w_beams.append(mb["w_beams"]) + for k in ("kerb", "posts", "spacers"): + if mb.get(k): + crash_barrier_other.append(mb[k]) # Using same 'other' list for coloring + median_barriers.append(mb[k]) + else: + median_barriers.append(mb) # 8. RAILINGS railings = build_railings( @@ -349,6 +378,7 @@ def _translate(shape, dx=0, dy=0, dz=0): "total_deck_width": deck_out["total_deck_width"], "crash_barriers": crash_barriers, + "crash_barrier_w_beams": crash_barrier_w_beams, "median_barriers": median_barriers, "railings": railings } diff --git a/src/osdagbridge/desktop/ui/cad_3d.py b/src/osdagbridge/desktop/ui/cad_3d.py index cd9a353f1..601989be3 100644 --- a/src/osdagbridge/desktop/ui/cad_3d.py +++ b/src/osdagbridge/desktop/ui/cad_3d.py @@ -140,6 +140,9 @@ def load_bridge(self): DECK_COLOR = Quantity_Color(180/255, 180/255, 180/255, Quantity_TOC_RGB) BARRIER_COLOR = Quantity_Color(40/255, 40/255, 40/255, Quantity_TOC_RGB) #Quantity_Color(120/255, 120/255, 120/255, Quantity_TOC_RGB) BRACING_COLOR = Quantity_Color(60/255, 60/255, 60/255, Quantity_TOC_RGB) + WBEAM_COLOR = Quantity_Color(160/255, 160/255, 120/255, Quantity_TOC_RGB) + BARRIER_POST_COLOR = Quantity_Color(40/255, 40/255, 40/255, Quantity_TOC_RGB) + # HELPER def display_and_register(shapes, key, label, color): @@ -161,7 +164,7 @@ def display_and_register(shapes, key, label, color): self.viewer.model_ais_objects[key] = ais_list self.viewer.model_hover_labels[key] = label - # DISPLAY + REGISTER + self.viewer.model_ais_objects = {} @@ -216,13 +219,21 @@ def display_and_register(shapes, key, label, color): + display_and_register( + cad_data.get("crash_barrier_w_beams", []), + "Crash Barrier W-Beam", + "W-Beam", + WBEAM_COLOR + ) + display_and_register( cad_data.get("crash_barriers", []), "Crash Barrier", - "Crash Barrier", - BARRIER_COLOR + "Posts / Kerb", + BARRIER_POST_COLOR ) + display_and_register( cad_data.get("median_barriers", []), "Median", From 3994adcaa8817e92e1487f842184e874767d1e61 Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Sun, 1 Feb 2026 22:20:14 +0530 Subject: [PATCH 024/225] Made W-Beam Hollow and improved the visual appearance --- .../super_structure/crash_barrier/builder.py | 86 ++++++++++++----- .../super_structure/median/builder.py | 96 +++++++++++++++---- 2 files changed, 140 insertions(+), 42 deletions(-) diff --git a/src/osdagbridge/core/bridge_components/super_structure/crash_barrier/builder.py b/src/osdagbridge/core/bridge_components/super_structure/crash_barrier/builder.py index f5d13fe23..79d388ef3 100644 --- a/src/osdagbridge/core/bridge_components/super_structure/crash_barrier/builder.py +++ b/src/osdagbridge/core/bridge_components/super_structure/crash_barrier/builder.py @@ -18,6 +18,7 @@ from OCC.Core.GCE2d import GCE2d_MakeArcOfCircle from OCC.Core.Geom import Geom_Plane from OCC.Core.gp import gp_Pln +import numpy as np import math @@ -241,35 +242,69 @@ def create_vertical_channel(h, d, w, tw, tf): W_BEAM_HEIGHT = spacer_height # Aligned with spacer height as requested W_BEAM_DEPTH = 60.0 # Standard W-beam depth W_BEAM_THICKNESS = design_dict.get("w_beam_thickness", 3.0) + + sigma = W_BEAM_HEIGHT / 10.0 + mu1 = W_BEAM_HEIGHT * 0.25 + mu2 = W_BEAM_HEIGHT * 0.75 + amp = W_BEAM_DEPTH * 1.5 - def make_w_beam_wire(): + from OCC.Core.GeomAPI import GeomAPI_PointsToBSpline + from OCC.Core.TColgp import TColgp_Array1OfPnt + from OCC.Core.BRepBuilderAPI import BRepBuilderAPI_MakeWire + from OCC.Core.BRepBuilderAPI import BRepBuilderAPI_MakeEdge + + def make_w_beam_face(): points = 40 zs = np.linspace(0, W_BEAM_HEIGHT, points) + + # ---------- OUTER CURVE ---------- + outer_pts = TColgp_Array1OfPnt(1, points) + for i, z in enumerate(zs, start=1): + y_wave = ( + amp * math.exp(-((z - mu1) ** 2) / (2 * sigma ** 2)) + + amp * math.exp(-((z - mu2) ** 2) / (2 * sigma ** 2)) + ) + outer_pts.SetValue(i, gp_Pnt(0.0, y_wave, z)) - # Double Wave Profile - # Two guassians or sin waves in Y based on Z - - # Sum of gaussians as before, but on Z - sigma = W_BEAM_HEIGHT / 10.0 - mu1 = W_BEAM_HEIGHT * 0.25 - mu2 = W_BEAM_HEIGHT * 0.75 - amp = W_BEAM_DEPTH * 1.5 - - poly = BRepBuilderAPI_MakePolygon() - - for z in zs: - # Gaussian bumps - y = (amp * math.exp(-((z - mu1) ** 2) / (2 * sigma ** 2)) + - amp * math.exp(-((z - mu2) ** 2) / (2 * sigma ** 2))) - - poly.Add(gp_Pnt(0.0, y, z)) + y_top_outer = y_wave + y_bottom_outer = ( + amp * math.exp(-((zs[0] - mu1) ** 2) / (2 * sigma ** 2)) + + amp * math.exp(-((zs[0] - mu2) ** 2) / (2 * sigma ** 2)) + ) + + outer_curve = GeomAPI_PointsToBSpline(outer_pts).Curve() + + # ---------- INNER CURVE (OFFSET) ---------- + inner_pts = TColgp_Array1OfPnt(1, points) + for i, z in enumerate(zs, start=1): + y_wave_inner = ( + amp * math.exp(-((z - mu1) ** 2) / (2 * sigma ** 2)) + + amp * math.exp(-((z - mu2) ** 2) / (2 * sigma ** 2)) + ) - W_BEAM_THICKNESS + inner_pts.SetValue(i, gp_Pnt(0.0, y_wave_inner, z)) - # Close the back face (flat at y=0) to form a solid cross-section - poly.Add(gp_Pnt(0.0, 0.0, W_BEAM_HEIGHT)) - poly.Add(gp_Pnt(0.0, 0.0, 0.0)) - poly.Close() - - return poly.Wire() + y_top_inner = y_wave_inner + y_bottom_inner = ( + amp * math.exp(-((zs[0] - mu1) ** 2) / (2 * sigma ** 2)) + + amp * math.exp(-((zs[0] - mu2) ** 2) / (2 * sigma ** 2)) + ) - W_BEAM_THICKNESS + + inner_curve = GeomAPI_PointsToBSpline(inner_pts).Curve() + + # ---------- COMBINE INTO CLOSED WIRE ---------- + wire = BRepBuilderAPI_MakeWire() + wire.Add(BRepBuilderAPI_MakeEdge(outer_curve).Edge()) + wire.Add(BRepBuilderAPI_MakeEdge( + gp_Pnt(0.0, y_top_outer, W_BEAM_HEIGHT), + gp_Pnt(0.0, y_top_inner, W_BEAM_HEIGHT) + ).Edge()) + wire.Add(BRepBuilderAPI_MakeEdge(inner_curve).Edge()) + wire.Add(BRepBuilderAPI_MakeEdge( + gp_Pnt(0.0, y_bottom_inner, 0.0), + gp_Pnt(0.0, y_bottom_outer, 0.0) + ).Edge()) + + return BRepBuilderAPI_MakeFace(wire.Wire()).Face() beams_combined = None @@ -321,8 +356,7 @@ def make_w_beam_wire(): # BEAM GENERATION beam_y_pos = spacer_y_center + spacer_width / 2.0 - wire = make_w_beam_wire() - beam_face = BRepBuilderAPI_MakeFace(wire).Face() + beam_face = make_w_beam_face() beam_solid = BRepPrimAPI_MakePrism( beam_face, gp_Vec(length, 0, 0) diff --git a/src/osdagbridge/core/bridge_components/super_structure/median/builder.py b/src/osdagbridge/core/bridge_components/super_structure/median/builder.py index 57ee736ac..aeadfb559 100644 --- a/src/osdagbridge/core/bridge_components/super_structure/median/builder.py +++ b/src/osdagbridge/core/bridge_components/super_structure/median/builder.py @@ -216,19 +216,70 @@ def create_metallic_barrier_system(length, design_dict, kerb_top_width, kerb_hei mu2 = W_BEAM_HEIGHT * 0.75 amp = W_BEAM_DEPTH * 1.5 # Effective depth of the W-beam wave - def make_w_beam_wire(): + from OCC.Core.GeomAPI import GeomAPI_PointsToBSpline + from OCC.Core.TColgp import TColgp_Array1OfPnt + from OCC.Core.BRepBuilderAPI import BRepBuilderAPI_MakeWire + from OCC.Core.BRepBuilderAPI import BRepBuilderAPI_MakeEdge + + + def make_w_beam_face(): points = 40 zs = np.linspace(0, W_BEAM_HEIGHT, points) - poly = BRepBuilderAPI_MakePolygon() - for z in zs: - y_wave = (amp * math.exp(-((z - mu1) ** 2) / (2 * sigma ** 2)) + - amp * math.exp(-((z - mu2) ** 2) / (2 * sigma ** 2))) - poly.Add(gp_Pnt(0.0, y_wave, z)) - # Close the back face (flat at local y=0) to form a solid cross-section - poly.Add(gp_Pnt(0.0, 0.0, W_BEAM_HEIGHT)) - poly.Add(gp_Pnt(0.0, 0.0, 0.0)) - poly.Close() - return poly.Wire() + + # ---------- OUTER CURVE ---------- + outer_pts = TColgp_Array1OfPnt(1, points) + for i, z in enumerate(zs, start=1): + y_wave = ( + amp * math.exp(-((z - mu1) ** 2) / (2 * sigma ** 2)) + + amp * math.exp(-((z - mu2) ** 2) / (2 * sigma ** 2)) + ) + outer_pts.SetValue(i, gp_Pnt(0.0, y_wave, z)) + + y_top_outer = y_wave # Last y_wave value + y_bottom_outer = ( + amp * math.exp(-((zs[0] - mu1) ** 2) / (2 * sigma ** 2)) + + amp * math.exp(-((zs[0] - mu2) ** 2) / (2 * sigma ** 2)) + ) + + outer_curve = GeomAPI_PointsToBSpline(outer_pts).Curve() + + # ---------- INNER CURVE (OFFSET) ---------- + inner_pts = TColgp_Array1OfPnt(1, points) + for i, z in enumerate(zs, start=1): + y_wave_inner = ( + amp * math.exp(-((z - mu1) ** 2) / (2 * sigma ** 2)) + + amp * math.exp(-((z - mu2) ** 2) / (2 * sigma ** 2)) + ) - W_BEAM_THICKNESS + inner_pts.SetValue(i, gp_Pnt(0.0, y_wave_inner, z)) + + y_top_inner = y_wave_inner + y_bottom_inner = ( + amp * math.exp(-((zs[0] - mu1) ** 2) / (2 * sigma ** 2)) + + amp * math.exp(-((zs[0] - mu2) ** 2) / (2 * sigma ** 2)) + ) - W_BEAM_THICKNESS + + inner_curve = GeomAPI_PointsToBSpline(inner_pts).Curve() + + # ---------- COMBINE INTO CLOSED WIRE ---------- + wire = BRepBuilderAPI_MakeWire() + # Outer curve (upwards) + wire.Add(BRepBuilderAPI_MakeEdge(outer_curve).Edge()) + # Top connecting edge + wire.Add(BRepBuilderAPI_MakeEdge( + gp_Pnt(0.0, y_top_outer, W_BEAM_HEIGHT), + gp_Pnt(0.0, y_top_inner, W_BEAM_HEIGHT) + ).Edge()) + # Inner curve (downwards) + wire.Add(BRepBuilderAPI_MakeEdge(inner_curve).Edge()) + # Bottom connecting edge + wire.Add(BRepBuilderAPI_MakeEdge( + gp_Pnt(0.0, y_bottom_inner, 0.0), + gp_Pnt(0.0, y_bottom_outer, 0.0) + ).Edge()) + + return BRepBuilderAPI_MakeFace(wire.Wire()).Face() + + # ARRANGEMENT CALCULATIONS # Right side template: Post -> Spacer -> W-beam -> 75mm gap -> Kerb edge @@ -309,11 +360,24 @@ def create_vertical_spacer(h, d, w, tw, tf): spacer_solid = _translate(spacer_solid, x=x_pos, y=spacer_y_center, z=spacer_z) spacers_combined = spacer_solid if spacers_combined is None else BRepAlgoAPI_Fuse(spacers_combined, spacer_solid).Shape() - # Beam solid - wire = make_w_beam_wire() - beam_solid = BRepPrimAPI_MakePrism(BRepBuilderAPI_MakeFace(wire).Face(), gp_Vec(length, 0, 0)).Shape() - beam_solid = _translate(beam_solid, x=0, y=beam_back_y, z=beam_z) - beams_combined = beam_solid if beams_combined is None else BRepAlgoAPI_Fuse(beams_combined, beam_solid).Shape() + # Beam solid (HOLLOW W-BEAM) + beam_face = make_w_beam_face() + + beam_solid = BRepPrimAPI_MakePrism( + beam_face, + gp_Vec(length, 0, 0) + ).Shape() + + beam_solid = _translate( + beam_solid, + x=0, y=beam_back_y, z=beam_z + ) + + beams_combined = ( + beam_solid if beams_combined is None + else BRepAlgoAPI_Fuse(beams_combined, beam_solid).Shape() + ) + return { "posts": posts_combined, From 64669bc3c30f0973649b2fd1c1a5ef572e7e2c2c Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Tue, 3 Feb 2026 19:14:23 +0530 Subject: [PATCH 025/225] Add girder supports and integrate into CAD viewer --- .../super_structure/plate_girder/builder.py | 84 ++++++++++++++++++- .../plate_girder/cad_generator.py | 29 ++++++- src/osdagbridge/desktop/ui/cad_3d.py | 41 ++++++++- 3 files changed, 146 insertions(+), 8 deletions(-) diff --git a/src/osdagbridge/core/bridge_components/super_structure/plate_girder/builder.py b/src/osdagbridge/core/bridge_components/super_structure/plate_girder/builder.py index bcf9f41f3..75b1910d4 100644 --- a/src/osdagbridge/core/bridge_components/super_structure/plate_girder/builder.py +++ b/src/osdagbridge/core/bridge_components/super_structure/plate_girder/builder.py @@ -10,8 +10,8 @@ import math import numpy as np -from OCC.Core.gp import gp_Pnt, gp_Vec, gp_Trsf, gp_Ax3, gp_Dir -from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakePrism +from OCC.Core.gp import gp_Pnt, gp_Vec, gp_Trsf, gp_Ax3, gp_Dir, gp_Ax2 +from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakePrism, BRepPrimAPI_MakeCylinder from OCC.Core.BRepBuilderAPI import ( BRepBuilderAPI_MakeEdge, BRepBuilderAPI_MakeWire, @@ -113,6 +113,7 @@ def _create_stiffener_plate(position, width, height, thickness, chamfer, side): + def build_plate_girder_geometry( *, D, # Total depth @@ -247,6 +248,72 @@ def build_plate_girder_geometry( ) ) + # SUPPORTS + + supports_tri = [] + supports_cyl = [] + + # Contact level (bottom of bottom flange) + z_contact = -(D / 2.0 + T_fb) + + # Support width spans flange width + support_width = max(B_ft, B_fb) + + + base_dim = min(0.10 * length, 0.75 * D) + + # Triangle proportions + h_supp = base_dim / 1.5 + w_supp = base_dim / 2.0 + + # Cylinder radius + r_cyl = h_supp / 2.0 + + # TRIANGULAR SUPPORT (LEFT) + + y_apex = w_supp + z_apex = z_contact + x_face = -support_width / 2.0 + + p1 = gp_Pnt(x_face, y_apex, z_apex) + p2 = gp_Pnt(x_face, y_apex - w_supp, z_apex - h_supp) + p3 = gp_Pnt(x_face, y_apex + w_supp, z_apex - h_supp) + + e1 = BRepBuilderAPI_MakeEdge(p1, p2).Edge() + e2 = BRepBuilderAPI_MakeEdge(p2, p3).Edge() + e3 = BRepBuilderAPI_MakeEdge(p3, p1).Edge() + + wire = BRepBuilderAPI_MakeWire() + wire.Add(e1) + wire.Add(e2) + wire.Add(e3) + + face = BRepBuilderAPI_MakeFace(wire.Wire()).Face() + + tri_support = BRepPrimAPI_MakePrism( + face, + gp_Vec(support_width, 0, 0) + ).Shape() + + supports_tri.append(tri_support) + + # CYLINDRICAL SUPPORT (RIGHT) + + y_cyl = length - r_cyl + z_cyl_center = z_contact - r_cyl + + pt_cyl = gp_Pnt(-support_width / 2.0, y_cyl, z_cyl_center) + axis = gp_Ax2(pt_cyl, gp_Dir(1, 0, 0)) + + cyl_support = BRepPrimAPI_MakeCylinder( + axis, + r_cyl, + support_width + ).Shape() + + supports_cyl.append(cyl_support) + + web = _rotate_about_z(web, -90) top_flange = _rotate_about_z(top_flange, -90) @@ -256,10 +323,21 @@ def build_plate_girder_geometry( _rotate_about_z(s, -90) for s in stiffeners ] + supports_tri = [ + _rotate_about_z(s, -90) for s in supports_tri + ] + + supports_cyl = [ + _rotate_about_z(s, -90) for s in supports_cyl + ] + + return { "web": web, "top_flange": top_flange, "bottom_flange": bottom_flange, - "stiffeners": stiffeners + "stiffeners": stiffeners, + "supports_tri": supports_tri, + "supports_cyl": supports_cyl } diff --git a/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py b/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py index 0e322ce12..9925a6ea2 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py @@ -61,7 +61,7 @@ def __init__(self, bridge_type=KEY_MODULE_PG): self.bridge_type = bridge_type # GIRDERS PARAMETERS - self.span_length_L = 25000 + self.span_length_L = 10000 self.girder_section_d = 900 # clear web depth self.girder_section_bf = 500 #top flange width @@ -186,6 +186,19 @@ def _translate(shape, dx=0, dy=0, dz=0): _translate(stiff, dy=y_offset) ) + supports_tri = [] + supports_cyl = [] + + for i in range(self.num_girders): + y_offset = (i * self.girder_spacing) - (total_width / 2) + + for s in pg["supports_tri"]: + supports_tri.append(_translate(s, dy=y_offset)) + + for s in pg["supports_cyl"]: + supports_cyl.append(_translate(s, dy=y_offset)) + + # 3. REFERENCE Z-LEVELS bracing_girder_depth = ( @@ -316,6 +329,7 @@ def _translate(shape, dx=0, dy=0, dz=0): # 8. MEDIAN median_barriers = [] + median_w_beams = [] if self.enable_median: # Get median design specifications from IRC5_2015 median_type_map = {"Raised Kerb": 0, "RCC Crash Barrier": 1, "Metallic Crash Barrier": 2} @@ -341,10 +355,11 @@ def _translate(shape, dx=0, dy=0, dz=0): ) median_barriers = [] + median_w_beams = [] for mb in median_barriers_raw: if isinstance(mb, dict): if mb.get("w_beams"): - crash_barrier_w_beams.append(mb["w_beams"]) + median_w_beams.append(mb["w_beams"]) for k in ("kerb", "posts", "spacers"): if mb.get(k): crash_barrier_other.append(mb[k]) # Using same 'other' list for coloring @@ -363,6 +378,9 @@ def _translate(shape, dx=0, dy=0, dz=0): rail_count=self.rail_count ) + supports = supports_tri + supports_cyl + + # FINAL RETURN return { "girders": girders, @@ -370,6 +388,12 @@ def _translate(shape, dx=0, dy=0, dz=0): "girder_flanges": girder_flanges, "stiffeners": stiffeners, + + "supports": supports, + "supports_tri": supports_tri, + "supports_cyl": supports_cyl, + + "cross_bracings": cross_bracings, "deck_slab": deck_out["deck_slab"], @@ -380,6 +404,7 @@ def _translate(shape, dx=0, dy=0, dz=0): "crash_barriers": crash_barriers, "crash_barrier_w_beams": crash_barrier_w_beams, "median_barriers": median_barriers, + "median_w_beams": median_w_beams, "railings": railings } diff --git a/src/osdagbridge/desktop/ui/cad_3d.py b/src/osdagbridge/desktop/ui/cad_3d.py index 601989be3..1e81e9c4a 100644 --- a/src/osdagbridge/desktop/ui/cad_3d.py +++ b/src/osdagbridge/desktop/ui/cad_3d.py @@ -142,6 +142,8 @@ def load_bridge(self): BRACING_COLOR = Quantity_Color(60/255, 60/255, 60/255, Quantity_TOC_RGB) WBEAM_COLOR = Quantity_Color(160/255, 160/255, 120/255, Quantity_TOC_RGB) BARRIER_POST_COLOR = Quantity_Color(40/255, 40/255, 40/255, Quantity_TOC_RGB) + SUPPORT_COLOR = Quantity_Color(20/255.0, 20/255.0, 20/255.0, Quantity_TOC_RGB) + # HELPER @@ -192,6 +194,14 @@ def display_and_register(shapes, key, label, color): STIFFENER_COLOR ) + display_and_register( + cad_data.get("supports", []), + "Support", + "Support", + SUPPORT_COLOR + ) + + display_and_register( cad_data.get("cross_bracings", []), "Cross Bracing", @@ -226,10 +236,18 @@ def display_and_register(shapes, key, label, color): WBEAM_COLOR ) + + display_and_register( + cad_data.get("median_w_beams", []), + "Median W-Beam", + "Median W-Beam", + WBEAM_COLOR + ) + display_and_register( cad_data.get("crash_barriers", []), "Crash Barrier", - "Posts / Kerb", + "Crash Barrier", BARRIER_POST_COLOR ) @@ -371,8 +389,25 @@ def isolate_component(self, component_key): context.Erase(ais, False) # Show selected component - for ais in self.viewer.model_ais_objects.get(component_key, []): - context.Display(ais, False) + if component_key == "Crash Barrier": + for key in ("Crash Barrier", "Crash Barrier W-Beam"): + for ais in self.viewer.model_ais_objects.get(key, []): + context.Display(ais, False) + + elif component_key == "Median": + for key in ("Median", "Median W-Beam"): + for ais in self.viewer.model_ais_objects.get(key, []): + context.Display(ais, False) + + + elif component_key == "Girder": + for key in ("Girder Web", "Girder Flange", "Support"): + for ais in self.viewer.model_ais_objects.get(key, []): + context.Display(ais, False) + + else: + for ais in self.viewer.model_ais_objects.get(component_key, []): + context.Display(ais, False) # Show deck textures ONLY if Deck is selected if component_key == "Deck": From 85d13604a8772a6008757656f21403eb961ee61c Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Wed, 4 Feb 2026 01:58:24 +0530 Subject: [PATCH 026/225] Add transparency to the girder supports and adjusted shape of W-beam --- .../super_structure/median/builder.py | 8 ++++---- src/osdagbridge/desktop/ui/cad_3d.py | 13 +++++++------ 2 files changed, 11 insertions(+), 10 deletions(-) diff --git a/src/osdagbridge/core/bridge_components/super_structure/median/builder.py b/src/osdagbridge/core/bridge_components/super_structure/median/builder.py index aeadfb559..bcb58cb1d 100644 --- a/src/osdagbridge/core/bridge_components/super_structure/median/builder.py +++ b/src/osdagbridge/core/bridge_components/super_structure/median/builder.py @@ -207,7 +207,7 @@ def create_metallic_barrier_system(length, design_dict, kerb_top_width, kerb_hei # W-BEAM PARAMETERS W_BEAM_HEIGHT = spacer_height # Aligned with spacer height - W_BEAM_DEPTH = 83.0 # Standard W-beam depth + W_BEAM_DEPTH = 83.0 W_BEAM_THICKNESS = w_beam_thickness # Gaussian parameters for wave profile @@ -226,7 +226,7 @@ def make_w_beam_face(): points = 40 zs = np.linspace(0, W_BEAM_HEIGHT, points) - # ---------- OUTER CURVE ---------- + # OUTER CURVE outer_pts = TColgp_Array1OfPnt(1, points) for i, z in enumerate(zs, start=1): y_wave = ( @@ -243,7 +243,7 @@ def make_w_beam_face(): outer_curve = GeomAPI_PointsToBSpline(outer_pts).Curve() - # ---------- INNER CURVE (OFFSET) ---------- + # INNER CURVE (OFFSET) inner_pts = TColgp_Array1OfPnt(1, points) for i, z in enumerate(zs, start=1): y_wave_inner = ( @@ -260,7 +260,7 @@ def make_w_beam_face(): inner_curve = GeomAPI_PointsToBSpline(inner_pts).Curve() - # ---------- COMBINE INTO CLOSED WIRE ---------- + # COMBINE INTO CLOSED WIRE wire = BRepBuilderAPI_MakeWire() # Outer curve (upwards) wire.Add(BRepBuilderAPI_MakeEdge(outer_curve).Edge()) diff --git a/src/osdagbridge/desktop/ui/cad_3d.py b/src/osdagbridge/desktop/ui/cad_3d.py index 1e81e9c4a..5ac2047a0 100644 --- a/src/osdagbridge/desktop/ui/cad_3d.py +++ b/src/osdagbridge/desktop/ui/cad_3d.py @@ -137,17 +137,17 @@ def load_bridge(self): WEB_COLOR = Quantity_Color(47/255.0, 47/255.0, 35/255.0, Quantity_TOC_RGB) FLANGE_COLOR = Quantity_Color(134/255.0, 134/255.0, 100/255.0, Quantity_TOC_RGB) STIFFENER_COLOR = Quantity_Color(72/255, 72/255, 54/255, Quantity_TOC_RGB) - DECK_COLOR = Quantity_Color(180/255, 180/255, 180/255, Quantity_TOC_RGB) + DECK_COLOR = Quantity_Color(100/255, 100/255, 100/255, Quantity_TOC_RGB) BARRIER_COLOR = Quantity_Color(40/255, 40/255, 40/255, Quantity_TOC_RGB) #Quantity_Color(120/255, 120/255, 120/255, Quantity_TOC_RGB) BRACING_COLOR = Quantity_Color(60/255, 60/255, 60/255, Quantity_TOC_RGB) - WBEAM_COLOR = Quantity_Color(160/255, 160/255, 120/255, Quantity_TOC_RGB) - BARRIER_POST_COLOR = Quantity_Color(40/255, 40/255, 40/255, Quantity_TOC_RGB) + WBEAM_COLOR = Quantity_Color(128/255, 128/255, 128/255, Quantity_TOC_RGB) + BARRIER_POST_COLOR = Quantity_Color(20/255, 20/255, 20/255, Quantity_TOC_RGB) SUPPORT_COLOR = Quantity_Color(20/255.0, 20/255.0, 20/255.0, Quantity_TOC_RGB) # HELPER - def display_and_register(shapes, key, label, color): + def display_and_register(shapes, key, label, color, transparency=None): if not shapes: return @@ -157,7 +157,7 @@ def display_and_register(shapes, key, label, color): ais_list = [] for shp in shapes: - ais = display.DisplayShape(shp, color=color, update=False) + ais = display.DisplayShape(shp, color=color, transparency=transparency, update=False) ais = ais[0] if isinstance(ais, list) else ais context.Activate(ais, 0) # REQUIRED for hover @@ -198,7 +198,8 @@ def display_and_register(shapes, key, label, color): cad_data.get("supports", []), "Support", "Support", - SUPPORT_COLOR + SUPPORT_COLOR, + transparency=0.6 ) From 6fd1b47808bfae584db9b615e6e7a9ecb432e2fc Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Wed, 4 Feb 2026 01:59:55 +0530 Subject: [PATCH 027/225] Add steel railing and follow the conditions of irc5_2015.py file --- .../super_structure/crash_barrier/builder.py | 2 +- .../super_structure/railing/builder.py | 168 ++++++++++++++++-- .../plate_girder/cad_generator.py | 83 ++++++--- 3 files changed, 204 insertions(+), 49 deletions(-) diff --git a/src/osdagbridge/core/bridge_components/super_structure/crash_barrier/builder.py b/src/osdagbridge/core/bridge_components/super_structure/crash_barrier/builder.py index 79d388ef3..fa47b1bc5 100644 --- a/src/osdagbridge/core/bridge_components/super_structure/crash_barrier/builder.py +++ b/src/osdagbridge/core/bridge_components/super_structure/crash_barrier/builder.py @@ -240,7 +240,7 @@ def create_vertical_channel(h, d, w, tw, tf): # Corrected Geometry: Vertical orientation (W-profile in Y-Z plane) W_BEAM_HEIGHT = spacer_height # Aligned with spacer height as requested - W_BEAM_DEPTH = 60.0 # Standard W-beam depth + W_BEAM_DEPTH = 83.0 W_BEAM_THICKNESS = design_dict.get("w_beam_thickness", 3.0) sigma = W_BEAM_HEIGHT / 10.0 diff --git a/src/osdagbridge/core/bridge_components/super_structure/railing/builder.py b/src/osdagbridge/core/bridge_components/super_structure/railing/builder.py index 20a3ce95b..933c776cc 100644 --- a/src/osdagbridge/core/bridge_components/super_structure/railing/builder.py +++ b/src/osdagbridge/core/bridge_components/super_structure/railing/builder.py @@ -1,6 +1,6 @@ from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeBox -from OCC.Core.gp import gp_Trsf, gp_Vec +from OCC.Core.gp import gp_Trsf, gp_Vec, gp_Ax2, gp_Pnt, gp_Dir from OCC.Core.BRepBuilderAPI import BRepBuilderAPI_Transform from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Cut, BRepAlgoAPI_Fuse @@ -13,6 +13,18 @@ def translate(shape, x=0, y=0, z=0): return BRepBuilderAPI_Transform(shape, trsf, True).Shape() +def mirror_y(shape): + if shape.IsNull(): + return shape + + trsf = gp_Trsf() + trsf.SetMirror(gp_Ax2(gp_Pnt(0, 0, 0), gp_Dir(0, 1, 0))) + + transformer = BRepBuilderAPI_Transform(trsf) + transformer.Perform(shape, True) + return transformer.Shape() + + def create_rectangular_prism(length, breadth, height): """ Aligned with crash barrier: @@ -32,16 +44,33 @@ def create_rectangular_prism(length, breadth, height): # Geometry -def create_railing(length, width, height, rail_count): +def create_rcc_railing( + *, + length, + design_dict, + side="LEFT" +): + + railing_width = 275 # Explicit width as per user request + # If height is None in dict, fall back to default? Or user input passed separately? + # Usually height is generic. Let's look for "railing_height". + railing_height = design_dict.get("railing_height") + if railing_height is None: + railing_height = 1100 + + # We can hardcode rail_count for RCC if standard, or get from somewhere. + # IRC5 RCC is typically 3 rails (including top). + rail_count = 3 + BASE_HEIGHT = 100 - body_height = height - BASE_HEIGHT + body_height = railing_height - BASE_HEIGHT if body_height <= 0: raise ValueError("Railing height must be > base height") - base = create_rectangular_prism(length, width, BASE_HEIGHT) + base = create_rectangular_prism(length, railing_width, BASE_HEIGHT) - body = create_rectangular_prism(length, width, body_height) + body = create_rectangular_prism(length, railing_width, body_height) body = translate(body, z=BASE_HEIGHT) HOLE_LENGTH_RATIO = 1 @@ -50,7 +79,7 @@ def create_railing(length, width, height, rail_count): HOLE_Y_OFFSET_RATIO = -0.2 hole_length = HOLE_LENGTH_RATIO * length - hole_width = HOLE_WIDTH_RATIO * width + hole_width = HOLE_WIDTH_RATIO * railing_width hole_height = HOLE_HEIGHT_RATIO * (body_height / rail_count) spacing = body_height / (rail_count + 1) @@ -66,7 +95,7 @@ def create_railing(length, width, height, rail_count): hole = translate( hole, x=(length - hole_length) / 2, - y=(width - hole_width) / 2 + HOLE_Y_OFFSET_RATIO * width, + y=(railing_width - hole_width) / 2 + HOLE_Y_OFFSET_RATIO * railing_width, z=z_center - hole_height / 2 ) @@ -74,7 +103,94 @@ def create_railing(length, width, height, rail_count): body_with_holes, hole ).Shape() - return BRepAlgoAPI_Fuse(base, body_with_holes).Shape() + final_shape = BRepAlgoAPI_Fuse(base, body_with_holes).Shape() + + # Mirror based on side? + # For RCC railing (rectangular usually), mirroring Y might not change much unless Holes are asymmetric. + # Holes are offset by HOLE_Y_OFFSET_RATIO (-0.2 * width). + # So yes, we should mirror if RIGHT side. + + if side == "RIGHT": + final_shape = mirror_y(final_shape) + + return final_shape + + +def create_steel_railing( + *, + length, + design_dict, + side="LEFT" +): + """ + Creates a steel railing with posts and rails. + aligned with typical railing coordinate system. + """ + railing_width = 200 + railing_height = design_dict.get("railing_height") + if railing_height is None: + railing_height = 1100 + + # Parameters for steel railing + POST_SIZE = railing_width + + POST_SPACING = 1000 + RAIL_SIZE = 80 + + # Posts + post_height = railing_height + + # Calculate number of gaps + # Safe length for posts center-to-beginning + effective_length = length - POST_SIZE + if effective_length < 0: + effective_length = 0 + + num_spaces = int(effective_length / POST_SPACING) + if num_spaces < 1: + num_spaces = 1 + + actual_spacing = effective_length / num_spaces + + posts_shape = None + + # Create posts + # We need num_spaces + 1 posts to cover 0 to effective_length + for i in range(num_spaces + 1): + x = i * actual_spacing + + # Clamp x to be safe + if x > length - POST_SIZE: + x = length - POST_SIZE + + post = create_rectangular_prism(POST_SIZE, POST_SIZE, post_height) + post = translate(post, x=x) + + if posts_shape is None: + posts_shape = post + else: + posts_shape = BRepAlgoAPI_Fuse(posts_shape, post).Shape() + + # Rails + # Top Rail + top_rail = create_rectangular_prism(length, RAIL_SIZE, RAIL_SIZE) + top_rail = translate(top_rail, z=railing_height - 2 * RAIL_SIZE) + + # Mid Rail + mid_rail = create_rectangular_prism(length, RAIL_SIZE, RAIL_SIZE) + mid_rail = translate(mid_rail, z=railing_height * 0.5) + + rails_fused = BRepAlgoAPI_Fuse(top_rail, mid_rail).Shape() + + if posts_shape: + final_shape = BRepAlgoAPI_Fuse(posts_shape, rails_fused).Shape() + else: + final_shape = rails_fused + + if side == "RIGHT": + final_shape = mirror_y(final_shape) + + return final_shape def build_railings( @@ -83,37 +199,51 @@ def build_railings( deck_top_z, total_deck_width, footpath_config, - railing_width, - railing_height, - rail_count + design_dict ): if footpath_config == "NONE": return [] - railing_proto = create_railing( - length=span_length, - width=railing_width, - height=railing_height, - rail_count=rail_count - ) + # Extract railing type from design_dict (populated by IRC5 logic) + # Default to RCC if not found + railing_type = design_dict.get("railing_type", "RCC") + + if railing_type == "steel": + railing_width = 200 + else: + railing_width = 275 deck_half = total_deck_width / 2.0 railings = [] + # Helper to create correct type + def create_shape(side): + if railing_type == "steel": + return create_steel_railing(length=span_length, design_dict=design_dict, side=side) + else: + return create_rcc_railing(length=span_length, design_dict=design_dict, side=side) + + # Placement Logic + # Left Railing: + # Center Y = -deck_half + width/2 if footpath_config in ("LEFT", "BOTH"): + shape = create_shape("LEFT") railings.append( translate( - railing_proto, + shape, y=-deck_half + railing_width / 2.0, z=deck_top_z ) ) + # Right Railing: + # Center Y = +deck_half - width/2 if footpath_config in ("RIGHT", "BOTH"): + shape = create_shape("RIGHT") railings.append( translate( - railing_proto, + shape, y=deck_half - railing_width / 2.0, z=deck_top_z ) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py b/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py index 9925a6ea2..2acc2f302 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py @@ -77,21 +77,21 @@ def __init__(self, bridge_type=KEY_MODULE_PG): self.carriageway_width = 12000 self.deck_thickness = 400 - self.footpath_config = "NONE" # NONE / LEFT / RIGHT / BOTH + self.footpath_config = "BOTH" # NONE / LEFT / RIGHT / BOTH self.footpath_width = 1500 self.railing_width = 300 # CRASH BARRIER PARAMETERS - self.barrier_type = "Semi-Rigid" # "Rigid" or "Semi-Rigid" - self.crash_barrier_subtype = "Single W-beam" # "IRC-5R", "High Containment", "Single W-beam", "Double W-beam" + self.barrier_type = "Rigid" # "Rigid" or "Semi-Rigid" + self.crash_barrier_subtype = "IRC-5R" # "IRC-5R", "High Containment", "Single W-beam", "Double W-beam" # MEDIAN PARAMETERS self.enable_median = True self.median_type = "Metallic Crash Barrier" # "Raised Kerb", "RCC Crash Barrier", "Metallic Crash Barrier" # RAILING PARAMETERS - self.railing_height = 1200 self.rail_count = 3 + self.railing_type = "rcc" # STIFFENER PARAMETERS self.stiffener_width = 200 @@ -241,7 +241,8 @@ def _translate(shape, dx=0, dy=0, dz=0): KEY_RAILING_TYPE, KEY_RIGID_CRASH_BARRIER_TYPE, KEY_METALLIC_CRASH_BARRIER_TYPE, - KEY_MEDIAN_TYPE + KEY_MEDIAN_TYPE, + VALUES_RAILING_TYPE ) # Map barrier_type string to KEY_CRASH_BARRIER_TYPE index @@ -252,25 +253,40 @@ def _translate(shape, dx=0, dy=0, dz=0): rigid_subtype_map = {"IRC-5R": 0, "High Containment": 1} metallic_subtype_map = {"Single W-beam": 0, "Double W-beam": 1} + # Map railing type + railing_map = { + VALUES_RAILING_TYPE[0]: KEY_RAILING_TYPE[0], # RCC + VALUES_RAILING_TYPE[1]: KEY_RAILING_TYPE[1], # Steel + } + + # Robust selection: Check map, then check for rough string match (e.g. "steel") + selected_railing_key = railing_map.get(self.railing_type) + if selected_railing_key is None: + if "steel" in self.railing_type.lower(): + selected_railing_key = KEY_RAILING_TYPE[1] + else: + selected_railing_key = KEY_RAILING_TYPE[0] + + # If Semi-Rigid, force default RCC railing + if self.barrier_type != "Rigid": + selected_railing_key = KEY_RAILING_TYPE[0] + + # Determine explicit railing width for Deck Sizing + if selected_railing_key == KEY_RAILING_TYPE[1]: # Steel + actual_railing_width = 200 + else: + actual_railing_width = 275 + + # Populate design_dict if self.barrier_type == "Rigid": rigid_subtype_idx = rigid_subtype_map.get(self.crash_barrier_subtype, 0) - if self.footpath_config == "NONE": - design_dict = IRC5_2015.cl_109_6_3_shapes( - barrier_type=KEY_CRASH_BARRIER_TYPE[barrier_idx], - footpath=KEY_FOOTPATH[0], - railing_type=None, - design_dict={}, - crash_barrier_type=KEY_RIGID_CRASH_BARRIER_TYPE[rigid_subtype_idx] - ) - else: - design_dict = IRC5_2015.cl_109_6_3_shapes( - barrier_type=KEY_CRASH_BARRIER_TYPE[barrier_idx], - footpath=KEY_FOOTPATH[1], - railing_type=KEY_RAILING_TYPE[0], - design_dict={}, - crash_barrier_type=KEY_RIGID_CRASH_BARRIER_TYPE[rigid_subtype_idx] - ) - # For rigid, the base width is in "crash_barrier_width" + design_dict = IRC5_2015.cl_109_6_3_shapes( + barrier_type=KEY_CRASH_BARRIER_TYPE[barrier_idx], + footpath=KEY_FOOTPATH[0] if self.footpath_config == "NONE" else KEY_FOOTPATH[1], + railing_type=selected_railing_key, + design_dict={}, + crash_barrier_type=KEY_RIGID_CRASH_BARRIER_TYPE[rigid_subtype_idx] + ) actual_base_width = design_dict.get("crash_barrier_width", 450) else: # Semi-rigid / Metallic @@ -278,13 +294,21 @@ def _translate(shape, dx=0, dy=0, dz=0): design_dict = IRC5_2015.cl_109_6_3_shapes( barrier_type=KEY_CRASH_BARRIER_TYPE[1], footpath=KEY_FOOTPATH[0] if self.footpath_config == "NONE" else KEY_FOOTPATH[1], - railing_type=None, + railing_type=selected_railing_key, # Passing this ensures dictionary gets updated with railing params design_dict={}, crash_barrier_type=KEY_METALLIC_CRASH_BARRIER_TYPE[metallic_subtype_idx] ) - # For semi-rigid/metallic, the kerb bottom width is the base width actual_base_width = design_dict.get("kerb_bottom_width", 550) + + # Ensure railing params are in design_dict + if selected_railing_key == KEY_RAILING_TYPE[1]: + design_dict["railing_type"] = "steel" + design_dict["railing_width"] = 200 + else: + design_dict["railing_type"] = "RCC" + design_dict["railing_width"] = 275 + # 6. DECK SYSTEM (USES TOP-OF-GIRDER Z) deck_out = build_deck( span_length_L=self.span_length_L, @@ -295,7 +319,7 @@ def _translate(shape, dx=0, dy=0, dz=0): carriageway_width=self.carriageway_width, crash_barrier_base_width=actual_base_width, footpath_width=self.footpath_width, - railing_width=self.railing_width + railing_width=actual_railing_width ) # 7. CRASH BARRIER PLACEMENT @@ -309,7 +333,7 @@ def _translate(shape, dx=0, dy=0, dz=0): footpath_config=self.footpath_config, carriageway_width=self.carriageway_width, footpath_width=self.footpath_width, - railing_width=self.railing_width, + railing_width=actual_railing_width, design_dict=design_dict, barrier_type=self.barrier_type ) @@ -368,14 +392,15 @@ def _translate(shape, dx=0, dy=0, dz=0): median_barriers.append(mb) # 8. RAILINGS + + + railings = build_railings( span_length=self.span_length_L, deck_top_z=deck_out["deck_top_z"], total_deck_width=deck_out["total_deck_width"], footpath_config=self.footpath_config, - railing_width=self.railing_width, - railing_height=self.railing_height, - rail_count=self.rail_count + design_dict=design_dict ) supports = supports_tri + supports_cyl From 543f0247fe9e8dcd9a1201c4094d634d1fa08fba Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Fri, 6 Feb 2026 23:57:33 +0530 Subject: [PATCH 028/225] Fix distance between the metallic type median --- .../core/bridge_components/super_structure/median/builder.py | 4 ++-- 1 file changed, 2 insertions(+), 2 deletions(-) diff --git a/src/osdagbridge/core/bridge_components/super_structure/median/builder.py b/src/osdagbridge/core/bridge_components/super_structure/median/builder.py index bcb58cb1d..86a4ed4fd 100644 --- a/src/osdagbridge/core/bridge_components/super_structure/median/builder.py +++ b/src/osdagbridge/core/bridge_components/super_structure/median/builder.py @@ -191,7 +191,7 @@ def create_metallic_barrier_system(length, design_dict, kerb_top_width, kerb_hei w_beam_thickness = design_dict.get("w_beam_thickness", 3.0) # CREATE POSTS (ISMC 150 as per IRC 5 Fig 5c) - post_depth = design_dict.get("post_depth", 100) + post_depth = design_dict.get("post_depth", 170) post_width = design_dict.get("post_width", 150) post_web_thk = design_dict.get("post_web_thickness", 5.0) post_flange_thk = design_dict.get("post_flange_thickness", 7.8) @@ -284,7 +284,7 @@ def make_w_beam_face(): # ARRANGEMENT CALCULATIONS # Right side template: Post -> Spacer -> W-beam -> 75mm gap -> Kerb edge # Kerb edge is at +kerb_top_width / 2.0 - gap_from_edge = 75.0 + gap_from_edge = 5.0 kerb_edge_y = kerb_top_width / 2.0 # Beam peak face should be at gap_from_edge from kerb edge From 045d379938aaa4e25f0e2789d78d67294ede72cc Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Sat, 7 Feb 2026 03:20:34 +0530 Subject: [PATCH 029/225] Add skew angle in each component --- .../super_structure/crash_barrier/builder.py | 23 ++- .../super_structure/cross_bracing/builder.py | 69 +++++--- .../super_structure/deck/builder.py | 156 ++++++++++++------ .../super_structure/median/builder.py | 35 ++-- .../super_structure/railing/builder.py | 23 ++- .../plate_girder/cad_generator.py | 77 +++++++-- 6 files changed, 267 insertions(+), 116 deletions(-) diff --git a/src/osdagbridge/core/bridge_components/super_structure/crash_barrier/builder.py b/src/osdagbridge/core/bridge_components/super_structure/crash_barrier/builder.py index fa47b1bc5..6957d838f 100644 --- a/src/osdagbridge/core/bridge_components/super_structure/crash_barrier/builder.py +++ b/src/osdagbridge/core/bridge_components/super_structure/crash_barrier/builder.py @@ -257,7 +257,7 @@ def make_w_beam_face(): points = 40 zs = np.linspace(0, W_BEAM_HEIGHT, points) - # ---------- OUTER CURVE ---------- + # OUTER CURVE outer_pts = TColgp_Array1OfPnt(1, points) for i, z in enumerate(zs, start=1): y_wave = ( @@ -274,7 +274,7 @@ def make_w_beam_face(): outer_curve = GeomAPI_PointsToBSpline(outer_pts).Curve() - # ---------- INNER CURVE (OFFSET) ---------- + # INNER CURVE (OFFSET) inner_pts = TColgp_Array1OfPnt(1, points) for i, z in enumerate(zs, start=1): y_wave_inner = ( @@ -291,7 +291,7 @@ def make_w_beam_face(): inner_curve = GeomAPI_PointsToBSpline(inner_pts).Curve() - # ---------- COMBINE INTO CLOSED WIRE ---------- + # COMBINE INTO CLOSED WIRE wire = BRepBuilderAPI_MakeWire() wire.Add(BRepBuilderAPI_MakeEdge(outer_curve).Edge()) wire.Add(BRepBuilderAPI_MakeEdge( @@ -447,7 +447,8 @@ def build_crash_barriers( footpath_width, railing_width, design_dict, - barrier_type="Rigid" + barrier_type="Rigid", + skew_angle=0 ): """ Returns list of crash barrier shapes. @@ -521,6 +522,12 @@ def build_crash_barriers( else: raise ValueError(f"Invalid footpath_config: {footpath_config}") + # SKEW OFFSET CALCULATION + def get_skew_x(y): + if skew_angle == 0: + return 0.0 + return y * math.tan(math.radians(skew_angle)) + # SELECT GEOMETRY BASED ON BARRIER TYPE if barrier_type == "Rigid": right_shape = create_rigid_rcc_crash_barrier( @@ -534,8 +541,8 @@ def build_crash_barriers( side="LEFT" ) - crash_barriers.append(translate(right_shape, y=y_r, z=deck_top_z)) - crash_barriers.append(translate(left_shape, y=y_l, z=deck_top_z)) + crash_barriers.append(translate(right_shape, x=get_skew_x(y_r), y=y_r, z=deck_top_z)) + crash_barriers.append(translate(left_shape, x=get_skew_x(y_l), y=y_l, z=deck_top_z)) elif barrier_type == "Semi-Rigid": right_parts = create_semi_rigid_metallic_barrier( @@ -551,8 +558,8 @@ def build_crash_barriers( ) # Apply translations and store as dictionaries for coloring - right_dict = {k: translate(v, y=y_r, z=deck_top_z) for k, v in right_parts.items() if v} - left_dict = {k: translate(v, y=y_l, z=deck_top_z) for k, v in left_parts.items() if v} + right_dict = {k: translate(v, x=get_skew_x(y_r), y=y_r, z=deck_top_z) for k, v in right_parts.items() if v} + left_dict = {k: translate(v, x=get_skew_x(y_l), y=y_l, z=deck_top_z) for k, v in left_parts.items() if v} crash_barriers.append(right_dict) crash_barriers.append(left_dict) diff --git a/src/osdagbridge/core/bridge_components/super_structure/cross_bracing/builder.py b/src/osdagbridge/core/bridge_components/super_structure/cross_bracing/builder.py index 3f6190ed7..93e85b888 100644 --- a/src/osdagbridge/core/bridge_components/super_structure/cross_bracing/builder.py +++ b/src/osdagbridge/core/bridge_components/super_structure/cross_bracing/builder.py @@ -239,7 +239,7 @@ def _create_horizontal_member_y( def _x_bracing( x, yL, yR, depth, tf, thickness, flange_w, - section_type, dims, bracket + section_type, dims, bracket, skew_angle=0 ): # ✅ WEB–FLANGE JUNCTIONS @@ -249,35 +249,42 @@ def _x_bracing( yl = yL yr = yR + def get_skew_x(y): + if skew_angle == 0: + return 0.0 + return y * math.tan(math.radians(skew_angle)) + + x_l = x + get_skew_x(yl) + x_r = x + get_skew_x(yr) + braces = [ # Left TOP → Right BOTTOM _create_diagonal_member( - gp_Pnt(x, yl, z_top), gp_Pnt(x, yr, z_bot), + gp_Pnt(x_l, yl, z_top), gp_Pnt(x_r, yr, z_bot), thickness, section_type, dims, +1 ), # Left BOTTOM → Right TOP _create_diagonal_member( - gp_Pnt(x, yl, z_bot), gp_Pnt(x, yr, z_top), + gp_Pnt(x_l, yl, z_bot), gp_Pnt(x_r, yr, z_top), thickness, section_type, dims, -1 ) ] if bracket in ("LOWER", "BOTH"): + # Use diagonal member logic for skewed "horizontal" members braces.append( - _create_horizontal_member_y( - x, yL, yR, z_bot, - thickness, flange_w, - section_type, dims, +1 + _create_diagonal_member( + gp_Pnt(x_l, yl, z_bot), gp_Pnt(x_r, yr, z_bot), + thickness, section_type, dims, +1 ) ) if bracket in ("UPPER", "BOTH"): braces.append( - _create_horizontal_member_y( - x, yL, yR, z_top, - thickness, flange_w, - section_type, dims, +1 + _create_diagonal_member( + gp_Pnt(x_l, yl, z_top), gp_Pnt(x_r, yr, z_top), + thickness, section_type, dims, +1 ) ) @@ -286,7 +293,7 @@ def _x_bracing( def _k_bracing( x, yL, yR, depth, tf, thickness, flange_w, - section_type, dims, top_bracket + section_type, dims, top_bracket, skew_angle=0 ): z_bot = -depth / 2 @@ -296,28 +303,35 @@ def _k_bracing( yr = yR ym = (yl + yr) / 2 + def get_skew_x(y): + if skew_angle == 0: + return 0.0 + return y * math.tan(math.radians(skew_angle)) + + x_l = x + get_skew_x(yl) + x_r = x + get_skew_x(yr) + x_m = x + get_skew_x(ym) + braces = [ _create_diagonal_member( - gp_Pnt(x, yl, z_top), gp_Pnt(x, ym, z_bot), + gp_Pnt(x_l, yl, z_top), gp_Pnt(x_m, ym, z_bot), thickness, section_type, dims, +1 ), _create_diagonal_member( - gp_Pnt(x, yr, z_top), gp_Pnt(x, ym, z_bot), + gp_Pnt(x_r, yr, z_top), gp_Pnt(x_m, ym, z_bot), thickness, section_type, dims, -1 ), - _create_horizontal_member_y( - x, yL, yR, z_bot, - thickness, flange_w, - section_type, dims, +1 + _create_diagonal_member( + gp_Pnt(x_l, yl, z_bot), gp_Pnt(x_r, yr, z_bot), + thickness, section_type, dims, +1 ) ] if top_bracket: braces.append( - _create_horizontal_member_y( - x, yL, yR, z_top, - thickness, flange_w, - section_type, dims, +1 + _create_diagonal_member( + gp_Pnt(x_l, yl, z_top), gp_Pnt(x_r, yr, z_top), + thickness, section_type, dims, +1 ) ) @@ -341,7 +355,8 @@ def build_cross_bracings( panel_spacing, bracket_option="BOTH", - top_bracket=False + top_bracket=False, + skew_angle=0 ): """ Build cross bracings for entire bridge. @@ -369,7 +384,8 @@ def build_cross_bracings( girder_depth, flange_thickness, thickness, flange_width, section_type, section_dims, - bracket_option + bracket_option, + skew_angle=skew_angle ) ) @@ -380,10 +396,9 @@ def build_cross_bracings( girder_depth, flange_thickness, thickness, flange_width, section_type, section_dims, - top_bracket + top_bracket, + skew_angle=skew_angle ) ) - x += panel_spacing - return bracings diff --git a/src/osdagbridge/core/bridge_components/super_structure/deck/builder.py b/src/osdagbridge/core/bridge_components/super_structure/deck/builder.py index 6443985f0..b6a9a6699 100644 --- a/src/osdagbridge/core/bridge_components/super_structure/deck/builder.py +++ b/src/osdagbridge/core/bridge_components/super_structure/deck/builder.py @@ -119,29 +119,60 @@ def _create_deck_slab( span_length, deck_width, deck_thickness, - girder_depth + girder_depth, + skew_angle=0 ): - slab = BRepPrimAPI_MakeBox( - span_length, - deck_width, - deck_thickness - ).Shape() - - # center X and Y, bottom at Z=0 - slab = _translate( - slab, - -span_length / 2, - -deck_width / 2, - 0 - ) + if skew_angle == 0: + slab = BRepPrimAPI_MakeBox( + span_length, + deck_width, + deck_thickness + ).Shape() + + # center X and Y, bottom at Z=0 + slab = _translate( + slab, + -span_length / 2, + -deck_width / 2, + 0 + ) - # move to final position - return _translate( - slab, - span_length / 2, - 0, - girder_depth - ) + # move to final position + return _translate( + slab, + span_length / 2, + 0, + girder_depth + ) + else: + # Skewed deck logic (Parallelogram in plan-view) + skew_rad = math.radians(skew_angle) + y_half = deck_width / 2 + + # Calculate X shifts for top and bottom edges based on lateral distance from Y=0 + shift_top = y_half * math.tan(skew_rad) + shift_bottom = -y_half * math.tan(skew_rad) + + # Vertices for the skewed footprint (centered in span) + # Start at 0, end at span_length in the local girder-aligned system + p1 = gp_Pnt(shift_bottom, -y_half, 0) # Bottom Left + p2 = gp_Pnt(span_length + shift_bottom, -y_half, 0) # Bottom Right + p3 = gp_Pnt(span_length + shift_top, y_half, 0) # Top Right + p4 = gp_Pnt(shift_top, y_half, 0) # Top Left + + poly = BRepBuilderAPI_MakePolygon() + poly.Add(p1) + poly.Add(p2) + poly.Add(p3) + poly.Add(p4) + poly.Close() + + face = BRepBuilderAPI_MakeFace(poly.Wire()).Face() + # Extrude upwards + slab = BRepPrimAPI_MakePrism(face, gp_Vec(0, 0, deck_thickness)).Shape() + + # Move to top of girders + return _translate(slab, 0, 0, girder_depth) # Texture primitives (exact logic from deck_texture.py) @@ -219,55 +250,79 @@ def _generate_deck_texture( deck_length, deck_width, deck_thickness, - deck_top_z + deck_top_z, + skew_angle=0 ): elements = [] z_min = Z_GAP z_max = deck_thickness - Z_GAP - max(DOT_HEIGHT, TRI_HEIGHT) + + skew_rad = math.radians(skew_angle) + + def get_skew_x(x, y): + """Helper to shift X based on Y if skewed""" + if skew_angle == 0: + return x + # Shift relative to deck center Y=0 + return x + y * math.tan(skew_rad) # FRONT & BACK (Y faces) rot_y = gp_Ax1(gp_Pnt(0, 0, 0), gp_Dir(1, 0, 0)) + # FRONT & BACK (Y faces) + # These faces are long edges (usually parallel to X axis, but skewed now) + rot_y = gp_Ax1(gp_Pnt(0, 0, 0), gp_Dir(1, 0, 0)) + for y in (0.2, deck_width - 0.2): + # Local y relative to center for skew calculation + y_local = y - deck_width / 2 for _ in range(120): + x_rand = random.uniform(EDGE_GAP, deck_length - EDGE_GAP) elements.append( _create_dot( - random.uniform(EDGE_GAP, deck_length - EDGE_GAP), - y, + get_skew_x(x_rand, y_local), + y_local, random.uniform(z_min, z_max) ) ) for _ in range(15): + x_rand = random.uniform(EDGE_GAP, deck_length - EDGE_GAP) elements.append( _create_triangle( - random.uniform(EDGE_GAP, deck_length - EDGE_GAP), - y, + get_skew_x(x_rand, y_local), + y_local, random.uniform(z_min, z_max), rot_y, math.pi / 2 ) ) - # LEFT & RIGHT (X faces) + # LEFT & RIGHT (X faces - these are the skewed abutment faces) rot_x = gp_Ax1(gp_Pnt(0, 0, 0), gp_Dir(0, 1, 0)) - for x in (0.2, deck_length - 0.2): + # Note: rotation for textures on skewed faces might not be perfectly perpendicular + # but using normal dir or just shifting is usually enough for visual noise. + for x_base in (0.2, deck_length - 0.2): for _ in range(100): + y_rand = random.uniform(0.2, deck_width - 0.2) + y_local = y_rand - deck_width / 2 elements.append( _create_dot( - x, - random.uniform(EDGE_GAP, deck_width - EDGE_GAP), + get_skew_x(x_base, y_local), + y_local, random.uniform(z_min, z_max) ) ) for _ in range(20): + y_rand = random.uniform(0.2, deck_width - 0.2) + y_local = y_rand - deck_width / 2 elements.append( _create_triangle( - x, - random.uniform(EDGE_GAP, deck_width - EDGE_GAP), + get_skew_x(x_base, y_local), + y_local, random.uniform(z_min, z_max), rot_x, -math.pi / 2 @@ -275,37 +330,37 @@ def _generate_deck_texture( ) # TOP & BOTTOM - for z, up in ( + for z_local, up in ( (deck_thickness - 0.2, True), (0.2, False) ): for _ in range(150): + x_rand = random.uniform(EDGE_GAP, deck_length - EDGE_GAP) + y_rand = random.uniform(EDGE_GAP, deck_width - EDGE_GAP) + y_local = y_rand - deck_width / 2 elements.append( _create_dot_z( - random.uniform(EDGE_GAP, deck_length - EDGE_GAP), - random.uniform(EDGE_GAP, deck_width - EDGE_GAP), - z, + get_skew_x(x_rand, y_local), + y_local, + z_local, up ) ) for _ in range(50): + x_rand = random.uniform(EDGE_GAP, deck_length - EDGE_GAP) + y_rand = random.uniform(EDGE_GAP, deck_width - EDGE_GAP) + y_local = y_rand - deck_width / 2 elements.append( _create_triangle_xy( - random.uniform(EDGE_GAP, deck_length - EDGE_GAP), - random.uniform(EDGE_GAP, deck_width - EDGE_GAP), - z, + get_skew_x(x_rand, y_local), + y_local, + z_local, up ) ) - # Center in Y - elements = [ - _translate(e, 0, -deck_width / 2, 0) - for e in elements - ] - - # Lift to deck position + # Lift to deck position (already shifted in Y/X above) elements = [ _translate(e, 0, 0, deck_top_z - deck_thickness) for e in elements @@ -325,7 +380,8 @@ def build_deck( carriageway_width, crash_barrier_base_width, footpath_width, - railing_width + railing_width, + skew_angle=0 ): @@ -352,7 +408,8 @@ def build_deck( span_length=span_length_L, deck_width=total_deck_width, deck_thickness=deck_thickness, - girder_depth=girder_section_d + girder_depth=girder_section_d, + skew_angle=skew_angle ) deck_top_z = girder_section_d + deck_thickness @@ -361,7 +418,8 @@ def build_deck( deck_length=span_length_L, deck_width=total_deck_width, deck_thickness=deck_thickness, - deck_top_z=deck_top_z + deck_top_z=deck_top_z, + skew_angle=skew_angle ) return { diff --git a/src/osdagbridge/core/bridge_components/super_structure/median/builder.py b/src/osdagbridge/core/bridge_components/super_structure/median/builder.py index 86a4ed4fd..9350eb5c1 100644 --- a/src/osdagbridge/core/bridge_components/super_structure/median/builder.py +++ b/src/osdagbridge/core/bridge_components/super_structure/median/builder.py @@ -434,7 +434,8 @@ def build_median( deck_top_z, carriageway_center_y, design_dict, - median_type="RCC Crash Barrier" + median_type="RCC Crash Barrier", + skew_angle=0 ): """ Build median barriers. @@ -444,6 +445,12 @@ def build_median( (posts + spacers + W-beams) on either side. """ + # SKEW OFFSET CALCULATION + def get_skew_x(y): + if skew_angle == 0: + return 0.0 + return y * math.tan(math.radians(skew_angle)) + median_barriers = [] # Get median width from design_dict (default 1200) @@ -453,10 +460,11 @@ def build_median( if median_type == "Raised Kerb": barrier_shape = create_raised_kerb(span_length, design_dict) # Centralized single barrier + y_pos = carriageway_center_y central_barrier = _translate( barrier_shape, - x=0.0, - y=carriageway_center_y, + x=get_skew_x(y_pos), + y=y_pos, z=deck_top_z ) median_barriers.append(central_barrier) @@ -471,19 +479,21 @@ def build_median( # offset is the distance from center to barrier center offset = (median_total_width - barrier_base_width) / 2.0 + y_l = carriageway_center_y - offset left_barrier = _mirror_y(barrier_shape) left_barrier = _translate( left_barrier, - x=0.0, - y=carriageway_center_y - offset, + x=get_skew_x(y_l), + y=y_l, z=deck_top_z ) median_barriers.append(left_barrier) + y_r = carriageway_center_y + offset right_barrier = _translate( barrier_shape, - x=0.0, - y=carriageway_center_y + offset, + x=get_skew_x(y_r), + y=y_r, z=deck_top_z ) median_barriers.append(right_barrier) @@ -495,10 +505,11 @@ def build_median( # Create single continuous kerb with total width = median_width kerb_shape = create_median_kerb(span_length, median_total_width, design_dict) + y_kerb = carriageway_center_y kerb_positioned = _translate( kerb_shape, - x=0.0, - y=carriageway_center_y, + x=get_skew_x(y_kerb), + y=y_kerb, z=deck_top_z ) median_barriers.append({"kerb": kerb_positioned}) @@ -512,15 +523,17 @@ def build_median( ) # Position left barrier system (mirrored) + # For simplicity, use the kerb center Y for skew shift if the systems are close to it + y_sys = carriageway_center_y left_dict = { - k: _translate(_mirror_y(v), x=0.0, y=carriageway_center_y, z=deck_top_z) + k: _translate(_mirror_y(v), x=get_skew_x(y_sys), y=carriageway_center_y, z=deck_top_z) for k, v in barrier_system_parts.items() if v } median_barriers.append(left_dict) # Position right barrier system right_dict = { - k: _translate(v, x=0.0, y=carriageway_center_y, z=deck_top_z) + k: _translate(v, x=get_skew_x(y_sys), y=carriageway_center_y, z=deck_top_z) for k, v in barrier_system_parts.items() if v } median_barriers.append(right_dict) diff --git a/src/osdagbridge/core/bridge_components/super_structure/railing/builder.py b/src/osdagbridge/core/bridge_components/super_structure/railing/builder.py index 933c776cc..d991e05c9 100644 --- a/src/osdagbridge/core/bridge_components/super_structure/railing/builder.py +++ b/src/osdagbridge/core/bridge_components/super_structure/railing/builder.py @@ -51,9 +51,7 @@ def create_rcc_railing( side="LEFT" ): - railing_width = 275 # Explicit width as per user request - # If height is None in dict, fall back to default? Or user input passed separately? - # Usually height is generic. Let's look for "railing_height". + railing_width = 275 # railing_height = design_dict.get("railing_height") if railing_height is None: railing_height = 1100 @@ -105,7 +103,6 @@ def create_rcc_railing( final_shape = BRepAlgoAPI_Fuse(base, body_with_holes).Shape() - # Mirror based on side? # For RCC railing (rectangular usually), mirroring Y might not change much unless Holes are asymmetric. # Holes are offset by HOLE_Y_OFFSET_RATIO (-0.2 * width). # So yes, we should mirror if RIGHT side. @@ -199,8 +196,10 @@ def build_railings( deck_top_z, total_deck_width, footpath_config, - design_dict + design_dict, + skew_angle=0 ): + import math if footpath_config == "NONE": return [] @@ -224,15 +223,23 @@ def create_shape(side): else: return create_rcc_railing(length=span_length, design_dict=design_dict, side=side) + # SKEW OFFSET CALCULATION + def get_skew_x(y): + if skew_angle == 0: + return 0.0 + return y * math.tan(math.radians(skew_angle)) + # Placement Logic # Left Railing: # Center Y = -deck_half + width/2 if footpath_config in ("LEFT", "BOTH"): shape = create_shape("LEFT") + y_pos = -deck_half + railing_width / 2.0 railings.append( translate( shape, - y=-deck_half + railing_width / 2.0, + x=get_skew_x(y_pos), + y=y_pos, z=deck_top_z ) ) @@ -241,10 +248,12 @@ def create_shape(side): # Center Y = +deck_half - width/2 if footpath_config in ("RIGHT", "BOTH"): shape = create_shape("RIGHT") + y_pos = deck_half - railing_width / 2.0 railings.append( translate( shape, - y=deck_half - railing_width / 2.0, + x=get_skew_x(y_pos), + y=y_pos, z=deck_top_z ) ) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py b/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py index 2acc2f302..ae018d200 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py @@ -73,6 +73,9 @@ def __init__(self, bridge_type=KEY_MODULE_PG): self.num_girders = 5 self.girder_spacing = 2750 # center-to-center spacing + # SKEW ANGLE PARAMETER + self.skew_angle = 25 # skew angle in degrees (0 = no skew) + # DECK PARAMETERS self.carriageway_width = 12000 self.deck_thickness = 400 @@ -128,6 +131,7 @@ def generate(self): """ # Local helpers + import math from OCC.Core.gp import gp_Trsf, gp_Vec from OCC.Core.BRepBuilderAPI import BRepBuilderAPI_Transform @@ -135,6 +139,25 @@ def _translate(shape, dx=0, dy=0, dz=0): trsf = gp_Trsf() trsf.SetTranslation(gp_Vec(dx, dy, dz)) return BRepBuilderAPI_Transform(shape, trsf, True).Shape() + + def _calculate_skew_offset(lateral_position, reference_position=0): + """ + Calculate longitudinal offset due to skew angle. + Plan-view geometric offset: shift = L × tan(θ) + + Args: + lateral_position: Transverse position (Y-coordinate) + reference_position: Reference lateral position with zero offset + + Returns: + Longitudinal offset (X-coordinate shift) + """ + if self.skew_angle == 0: + return 0.0 + + skew_rad = math.radians(self.skew_angle) + lateral_distance = lateral_position - reference_position + return lateral_distance * math.tan(skew_rad) # 1. BUILD SINGLE PLATE GIRDER GEOMETRY pg = build_plate_girder_geometry( @@ -152,7 +175,7 @@ def _translate(shape, dx=0, dy=0, dz=0): T_es=self.end_stiffener_thickness ) - # 2. PLACE MULTIPLE GIRDERS (Y-DIRECTION, CENTERED) + # 2. PLACE MULTIPLE GIRDERS (Y-DIRECTION, CENTERED) WITH SKEW OFFSET girders = [] stiffeners = [] @@ -160,43 +183,53 @@ def _translate(shape, dx=0, dy=0, dz=0): girder_flanges = [] total_width = (self.num_girders - 1) * self.girder_spacing + + # Reference position for skew (centerline = 0) + reference_position = 0.0 for i in range(self.num_girders): + # Transverse offset (Y-direction) y_offset = (i * self.girder_spacing) - (total_width / 2) + + # Longitudinal offset due to skew (X-direction) + # Each girder shifts by L × tan(θ) based on lateral distance from center + x_offset = _calculate_skew_offset(y_offset, reference_position) # Web - web = _translate(pg["web"], dy=y_offset) + web = _translate(pg["web"], dx=x_offset, dy=y_offset) girders.append(web) girder_web.append(web) # Top flange - top_flange = _translate(pg["top_flange"], dy=y_offset) + top_flange = _translate(pg["top_flange"], dx=x_offset, dy=y_offset) girders.append(top_flange) girder_flanges.append(top_flange) # Bottom flange - bottom_flange = _translate(pg["bottom_flange"], dy=y_offset) + bottom_flange = _translate(pg["bottom_flange"], dx=x_offset, dy=y_offset) girders.append(bottom_flange) girder_flanges.append(bottom_flange) - # Stiffeners + # Stiffeners (follow parent girder's offset) for stiff in pg["stiffeners"]: stiffeners.append( - _translate(stiff, dy=y_offset) + _translate(stiff, dx=x_offset, dy=y_offset) ) supports_tri = [] supports_cyl = [] for i in range(self.num_girders): + # Same offset calculation as girders y_offset = (i * self.girder_spacing) - (total_width / 2) + x_offset = _calculate_skew_offset(y_offset, reference_position) for s in pg["supports_tri"]: - supports_tri.append(_translate(s, dy=y_offset)) + supports_tri.append(_translate(s, dx=x_offset, dy=y_offset)) for s in pg["supports_cyl"]: - supports_cyl.append(_translate(s, dy=y_offset)) + supports_cyl.append(_translate(s, dx=x_offset, dy=y_offset)) # 3. REFERENCE Z-LEVELS @@ -210,8 +243,15 @@ def _translate(shape, dx=0, dy=0, dz=0): # Top of girder for deck placement ONLY girder_top_z = (self.girder_section_d / 2) + self.girder_section_tf + + # 4. SKEW ANGLE (HANDLED BY COMPONENT BUILDERS) + # We pass self.skew_angle to components that support skewed geometry (like deck) + # Components that are placed relative to girders (like cross-bracing) follow girder offsets. + pass - # 4. CROSS BRACING SYSTEM + # 5. CROSS BRACING SYSTEM + # Note: Cross bracings connect girders at their actual (skewed) positions + # The bracing builder handles placement and skew internally. cross_bracings = build_cross_bracings( span_length_L=self.span_length_L, num_girders=self.num_girders, @@ -230,7 +270,8 @@ def _translate(shape, dx=0, dy=0, dz=0): panel_spacing=self.cross_bracing_spacing, bracket_option=self.x_bracket_option, - top_bracket=self.k_top_bracket + top_bracket=self.k_top_bracket, + skew_angle=self.skew_angle ) # 5. IRC 5 SPECIFICATIONS (CRASH BARRIER) @@ -310,6 +351,7 @@ def _translate(shape, dx=0, dy=0, dz=0): # 6. DECK SYSTEM (USES TOP-OF-GIRDER Z) + # Deck handles skewed geometry (parallelogram) internally deck_out = build_deck( span_length_L=self.span_length_L, girder_section_d=girder_top_z, @@ -319,10 +361,14 @@ def _translate(shape, dx=0, dy=0, dz=0): carriageway_width=self.carriageway_width, crash_barrier_base_width=actual_base_width, footpath_width=self.footpath_width, - railing_width=actual_railing_width + railing_width=actual_railing_width, + skew_angle=self.skew_angle ) # 7. CRASH BARRIER PLACEMENT + # Barriers follow deck edges. + # Note: For skew, we might need to apply shifts to barriers as well + # if the barrier builder doesn't handle skew internally. crash_barrier_w_beams = [] crash_barrier_other = [] @@ -335,7 +381,8 @@ def _translate(shape, dx=0, dy=0, dz=0): footpath_width=self.footpath_width, railing_width=actual_railing_width, design_dict=design_dict, - barrier_type=self.barrier_type + barrier_type=self.barrier_type, + skew_angle=self.skew_angle ) crash_barriers = [] @@ -375,7 +422,8 @@ def _translate(shape, dx=0, dy=0, dz=0): deck_top_z=deck_out["deck_top_z"], carriageway_center_y=deck_out["carriageway_center_y"], design_dict=median_design_dict, - median_type=self.median_type + median_type=self.median_type, + skew_angle=self.skew_angle ) median_barriers = [] @@ -400,7 +448,8 @@ def _translate(shape, dx=0, dy=0, dz=0): deck_top_z=deck_out["deck_top_z"], total_deck_width=deck_out["total_deck_width"], footpath_config=self.footpath_config, - design_dict=design_dict + design_dict=design_dict, + skew_angle=self.skew_angle ) supports = supports_tri + supports_cyl From 090ae543568a2d93bacda5351871c0c42b68210a Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Sat, 7 Feb 2026 18:59:32 +0530 Subject: [PATCH 030/225] Add some offset to fix the metallic type median post placement --- .../super_structure/median/builder.py | 26 ++++++++++++++----- 1 file changed, 20 insertions(+), 6 deletions(-) diff --git a/src/osdagbridge/core/bridge_components/super_structure/median/builder.py b/src/osdagbridge/core/bridge_components/super_structure/median/builder.py index 9350eb5c1..46c2abd7e 100644 --- a/src/osdagbridge/core/bridge_components/super_structure/median/builder.py +++ b/src/osdagbridge/core/bridge_components/super_structure/median/builder.py @@ -298,9 +298,23 @@ def make_w_beam_face(): # GENERATE POSTS posts_combined = None + + # Start posts with an offset from the beginning to keep them within deck bounds + START_OFFSET = 170.0 + effective_length = length - 2 * START_OFFSET + if effective_length < 0: + effective_length = 0 + num_spaces = 0 + else: + num_spaces = int(effective_length / post_spacing) + if num_spaces < 1: + num_spaces = 1 + + actual_spacing = effective_length / num_spaces if num_spaces > 0 else 0 + num_posts = num_spaces + 1 if num_spaces > 0 else 1 + for i in range(num_posts): - x_pos = i * post_spacing - if x_pos > length: break + x_pos = START_OFFSET + i * actual_spacing def create_vertical_channel(h, d, w, tw, tf): x_web_back, x_web_front = -tw / 2.0, tw / 2.0 @@ -338,8 +352,7 @@ def create_vertical_channel(h, d, w, tw, tf): # Spacers (one per post) for i in range(num_posts): - x_pos = i * post_spacing - if x_pos > length: break + x_pos = START_OFFSET + i * actual_spacing def create_vertical_spacer(h, d, w, tw, tf): x_web_back, x_web_front = -tw / 2.0, tw / 2.0 @@ -363,14 +376,15 @@ def create_vertical_spacer(h, d, w, tw, tf): # Beam solid (HOLLOW W-BEAM) beam_face = make_w_beam_face() + # Extrude W-beam for the effective length only beam_solid = BRepPrimAPI_MakePrism( beam_face, - gp_Vec(length, 0, 0) + gp_Vec(effective_length, 0, 0) ).Shape() beam_solid = _translate( beam_solid, - x=0, y=beam_back_y, z=beam_z + x=START_OFFSET, y=beam_back_y, z=beam_z ) beams_combined = ( From 51382501f940a522f8b39164a55108560bfbc2ae Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Sat, 7 Feb 2026 19:00:28 +0530 Subject: [PATCH 031/225] Add concrete base and make circular railing post in steel type railing --- .../super_structure/railing/builder.py | 63 +++++++++++++------ 1 file changed, 43 insertions(+), 20 deletions(-) diff --git a/src/osdagbridge/core/bridge_components/super_structure/railing/builder.py b/src/osdagbridge/core/bridge_components/super_structure/railing/builder.py index d991e05c9..197daaa3b 100644 --- a/src/osdagbridge/core/bridge_components/super_structure/railing/builder.py +++ b/src/osdagbridge/core/bridge_components/super_structure/railing/builder.py @@ -1,5 +1,5 @@ -from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeBox +from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeBox, BRepPrimAPI_MakeCylinder from OCC.Core.gp import gp_Trsf, gp_Vec, gp_Ax2, gp_Pnt, gp_Dir from OCC.Core.BRepBuilderAPI import BRepBuilderAPI_Transform from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Cut, BRepAlgoAPI_Fuse @@ -42,6 +42,16 @@ def create_rectangular_prism(length, breadth, height): return BRepBuilderAPI_Transform(box, trsf, True).Shape() +def create_cylinder(radius, height): + """ + Creates a cylinder centered at origin, extending along Z-axis. + X, Y: centered at 0 + Z: 0 → height + """ + cylinder = BRepPrimAPI_MakeCylinder(radius, height).Shape() + return cylinder + + # Geometry def create_rcc_railing( @@ -120,7 +130,7 @@ def create_steel_railing( side="LEFT" ): """ - Creates a steel railing with posts and rails. + Creates a steel railing with posts and rails on a concrete base. aligned with typical railing coordinate system. """ railing_width = 200 @@ -128,18 +138,25 @@ def create_steel_railing( if railing_height is None: railing_height = 1100 - # Parameters for steel railing - POST_SIZE = railing_width - + # Concrete base dimensions + BASE_HEIGHT = 100 # 100mm height as per IRC standards + BASE_WIDTH = 375 # 375mm width for concrete base + + # Create concrete base with 375mm width + base = create_rectangular_prism(length, BASE_WIDTH, BASE_HEIGHT) + + # Parameters for steel railing (sits on top of base) + POST_DIAMETER = 150 # Circular post diameter in mm + POST_RADIUS = POST_DIAMETER / 2.0 POST_SPACING = 1000 RAIL_SIZE = 80 - # Posts - post_height = railing_height + # Posts height (from top of base to top of railing) + post_height = railing_height - BASE_HEIGHT # Calculate number of gaps # Safe length for posts center-to-beginning - effective_length = length - POST_SIZE + effective_length = length - POST_DIAMETER if effective_length < 0: effective_length = 0 @@ -151,38 +168,43 @@ def create_steel_railing( posts_shape = None - # Create posts + # Create circular posts (starting from top of base) # We need num_spaces + 1 posts to cover 0 to effective_length for i in range(num_spaces + 1): - x = i * actual_spacing + x = i * actual_spacing + POST_RADIUS # Center the cylinder at x position # Clamp x to be safe - if x > length - POST_SIZE: - x = length - POST_SIZE + if x > length - POST_RADIUS: + x = length - POST_RADIUS - post = create_rectangular_prism(POST_SIZE, POST_SIZE, post_height) - post = translate(post, x=x) + # Create cylindrical post + post = create_cylinder(POST_RADIUS, post_height) + post = translate(post, x=x, z=BASE_HEIGHT) if posts_shape is None: posts_shape = post else: posts_shape = BRepAlgoAPI_Fuse(posts_shape, post).Shape() - # Rails + # Rails (positioned relative to total railing height) # Top Rail top_rail = create_rectangular_prism(length, RAIL_SIZE, RAIL_SIZE) top_rail = translate(top_rail, z=railing_height - 2 * RAIL_SIZE) # Mid Rail mid_rail = create_rectangular_prism(length, RAIL_SIZE, RAIL_SIZE) - mid_rail = translate(mid_rail, z=railing_height * 0.5) + mid_rail = translate(mid_rail, z=BASE_HEIGHT + (post_height * 0.5)) rails_fused = BRepAlgoAPI_Fuse(top_rail, mid_rail).Shape() + # Combine all components if posts_shape: - final_shape = BRepAlgoAPI_Fuse(posts_shape, rails_fused).Shape() + steel_structure = BRepAlgoAPI_Fuse(posts_shape, rails_fused).Shape() else: - final_shape = rails_fused + steel_structure = rails_fused + + # Fuse concrete base with steel structure + final_shape = BRepAlgoAPI_Fuse(base, steel_structure).Shape() if side == "RIGHT": final_shape = mirror_y(final_shape) @@ -208,10 +230,11 @@ def build_railings( # Default to RCC if not found railing_type = design_dict.get("railing_type", "RCC") + # Use the actual base width for positioning if railing_type == "steel": - railing_width = 200 + railing_width = 375 # Steel railing base width else: - railing_width = 275 + railing_width = 275 # RCC railing width deck_half = total_deck_width / 2.0 railings = [] From 3a988cb14b557ba6695680ffa39d43353e070d4e Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Tue, 10 Feb 2026 00:33:25 +0530 Subject: [PATCH 032/225] Modify the circular post of steel railing to rectangle and fix the metallic median post position --- .../super_structure/median/builder.py | 45 ++++++++++--------- .../super_structure/railing/builder.py | 22 ++++----- 2 files changed, 35 insertions(+), 32 deletions(-) diff --git a/src/osdagbridge/core/bridge_components/super_structure/median/builder.py b/src/osdagbridge/core/bridge_components/super_structure/median/builder.py index 46c2abd7e..55270be15 100644 --- a/src/osdagbridge/core/bridge_components/super_structure/median/builder.py +++ b/src/osdagbridge/core/bridge_components/super_structure/median/builder.py @@ -296,25 +296,31 @@ def make_w_beam_face(): # Post is attached to the back of the spacer post_y_center = beam_back_y - spacer_width - post_width / 2.0 - # GENERATE POSTS + # Initialize combined shapes posts_combined = None + spacers_combined = None + beams_combined = None + + # Calculate spacing range to keep posts/spacers within [0, length] + # Component spans from x_pos - tw/2 to x_pos + depth - tw/2 + # To keep within [0, length]: + # x_pos - tw/2 >= 0 => x_pos >= tw/2 + # x_pos + post_depth - tw/2 <= length => x_pos <= length - post_depth + tw/2 - # Start posts with an offset from the beginning to keep them within deck bounds - START_OFFSET = 170.0 - effective_length = length - 2 * START_OFFSET - if effective_length < 0: - effective_length = 0 - num_spaces = 0 - else: - num_spaces = int(effective_length / post_spacing) - if num_spaces < 1: - num_spaces = 1 + start_x = post_web_thk / 2.0 + end_x = length - post_depth + post_web_thk / 2.0 + + post_range = end_x - start_x - actual_spacing = effective_length / num_spaces if num_spaces > 0 else 0 - num_posts = num_spaces + 1 if num_spaces > 0 else 1 + # Calculate number of posts based on original post_spacing + num_posts = int(length / post_spacing) + 1 + if num_posts < 2: + num_posts = 2 + + actual_spacing = post_range / (num_posts - 1) for i in range(num_posts): - x_pos = START_OFFSET + i * actual_spacing + x_pos = start_x + (i * actual_spacing) def create_vertical_channel(h, d, w, tw, tf): x_web_back, x_web_front = -tw / 2.0, tw / 2.0 @@ -336,9 +342,6 @@ def create_vertical_channel(h, d, w, tw, tf): posts_combined = post_solid if posts_combined is None else BRepAlgoAPI_Fuse(posts_combined, post_solid).Shape() # GENERATE BEAMS AND SPACERS - spacers_combined = None - beams_combined = None - if number_of_w_beams == 1: beam_heights = [post_height - spacer_height / 2.0] else: @@ -352,7 +355,7 @@ def create_vertical_channel(h, d, w, tw, tf): # Spacers (one per post) for i in range(num_posts): - x_pos = START_OFFSET + i * actual_spacing + x_pos = start_x + (i * actual_spacing) def create_vertical_spacer(h, d, w, tw, tf): x_web_back, x_web_front = -tw / 2.0, tw / 2.0 @@ -376,15 +379,15 @@ def create_vertical_spacer(h, d, w, tw, tf): # Beam solid (HOLLOW W-BEAM) beam_face = make_w_beam_face() - # Extrude W-beam for the effective length only + # Extrude W-beam for the full length beam_solid = BRepPrimAPI_MakePrism( beam_face, - gp_Vec(effective_length, 0, 0) + gp_Vec(length, 0, 0) ).Shape() beam_solid = _translate( beam_solid, - x=START_OFFSET, y=beam_back_y, z=beam_z + x=0.0, y=beam_back_y, z=beam_z ) beams_combined = ( diff --git a/src/osdagbridge/core/bridge_components/super_structure/railing/builder.py b/src/osdagbridge/core/bridge_components/super_structure/railing/builder.py index 197daaa3b..94ab3149f 100644 --- a/src/osdagbridge/core/bridge_components/super_structure/railing/builder.py +++ b/src/osdagbridge/core/bridge_components/super_structure/railing/builder.py @@ -133,7 +133,7 @@ def create_steel_railing( Creates a steel railing with posts and rails on a concrete base. aligned with typical railing coordinate system. """ - railing_width = 200 + # railing_width = 200 railing_height = design_dict.get("railing_height") if railing_height is None: railing_height = 1100 @@ -146,17 +146,17 @@ def create_steel_railing( base = create_rectangular_prism(length, BASE_WIDTH, BASE_HEIGHT) # Parameters for steel railing (sits on top of base) - POST_DIAMETER = 150 # Circular post diameter in mm - POST_RADIUS = POST_DIAMETER / 2.0 + POST_LENGTH = 150 # Rectangular post length in mm + POST_BREADTH = 150 # Rectangular post breadth in mm POST_SPACING = 1000 - RAIL_SIZE = 80 + RAIL_SIZE = 40 # Posts height (from top of base to top of railing) post_height = railing_height - BASE_HEIGHT # Calculate number of gaps # Safe length for posts center-to-beginning - effective_length = length - POST_DIAMETER + effective_length = length - POST_LENGTH if effective_length < 0: effective_length = 0 @@ -168,17 +168,17 @@ def create_steel_railing( posts_shape = None - # Create circular posts (starting from top of base) + # Create rectangular posts (starting from top of base) # We need num_spaces + 1 posts to cover 0 to effective_length for i in range(num_spaces + 1): - x = i * actual_spacing + POST_RADIUS # Center the cylinder at x position + x = i * actual_spacing # Clamp x to be safe - if x > length - POST_RADIUS: - x = length - POST_RADIUS + if x > length - POST_LENGTH: + x = length - POST_LENGTH - # Create cylindrical post - post = create_cylinder(POST_RADIUS, post_height) + # Create rectangular post + post = create_rectangular_prism(POST_LENGTH, POST_BREADTH, post_height) post = translate(post, x=x, z=BASE_HEIGHT) if posts_shape is None: From 40d7ae6ff85d5da82dab9605f62633a119de3c21 Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Tue, 10 Feb 2026 03:25:51 +0530 Subject: [PATCH 033/225] Fix the double angle section type cross bracinngs and refactored the code --- .../super_structure/cross_bracing/builder.py | 829 +++++++++++++----- .../plate_girder/cad_generator.py | 454 +++++++--- 2 files changed, 911 insertions(+), 372 deletions(-) diff --git a/src/osdagbridge/core/bridge_components/super_structure/cross_bracing/builder.py b/src/osdagbridge/core/bridge_components/super_structure/cross_bracing/builder.py index 93e85b888..4a853333b 100644 --- a/src/osdagbridge/core/bridge_components/super_structure/cross_bracing/builder.py +++ b/src/osdagbridge/core/bridge_components/super_structure/cross_bracing/builder.py @@ -1,382 +1,751 @@ """ -Cross bracing builder. +Cross Bracing Builder for Plate Girder Bridges +=============================================== -- Angle / Channel / Double Angle / Double Channel sections -- X and K bracing systems -- Geometry + placement -""" +This module provides functionality to create cross bracing systems for steel plate girder bridges. +It supports multiple section types and bracing configurations with skew angle capability. -# OCC imports +Supported Section Types: + - ANGLE: Single angle section (L-shape) + - CHANNEL: Channel section (C-shape) + - DOUBLE_ANGLE: Back-to-back double angle + - DOUBLE_CHANNEL: Back-to-back double channel + - I_SECTION: I-beam or H-beam section -import math +Supported Bracing Patterns: + - X-bracing: Diagonal cross pattern + - K-bracing: K-pattern with central node + - Horizontal Diaphragm: Rolled or welded beam diaphragms + +Features: + - Skew angle support for skewed bridges + - Configurable bracket options + - End diaphragm customization + + +""" -from OCC.Core.gp import ( - gp_Pnt, gp_Vec, gp_Trsf, gp_Ax1, gp_Ax2, gp_Dir -) +import math +from OCC.Core.gp import gp_Pnt, gp_Vec, gp_Trsf, gp_Ax1, gp_Ax2, gp_Dir from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeBox from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse from OCC.Core.BRepBuilderAPI import BRepBuilderAPI_Transform -# SECTION GEOMETRY +# SECTION GEOMETRY CREATORS def _create_angle_section(length, leg_h, leg_w, thickness): - + """ + Create a single angle section (L-shape). + + Args: + length: Length of the section along X-axis + leg_h: Height of the vertical leg (longer leg) + leg_w: Width of the horizontal leg (shorter leg) + thickness: Thickness of the angle + + Returns: + TopoDS_Shape: The angle section at origin + """ + # Create two perpendicular legs + # Vertical leg (longer) leg1 = BRepPrimAPI_MakeBox(length, thickness, leg_h).Shape() + + # Horizontal leg (shorter) leg2 = BRepPrimAPI_MakeBox(length, leg_w, thickness).Shape() - + + # Fuse the two legs to form L-shape angle = BRepAlgoAPI_Fuse(leg1, leg2).Shape() + + return angle - trsf = gp_Trsf() - trsf.SetTranslation( - gp_Vec(-length / 2, -leg_w / 2, -leg_h / 2) - ) - - return BRepBuilderAPI_Transform(angle, trsf, True).Shape() - - -def _create_channel_section( - length, depth, flange_width, web_thickness, flange_thickness -): - - web = BRepPrimAPI_MakeBox( - length, web_thickness, depth - ).Shape() - - bottom = BRepPrimAPI_MakeBox( - length, flange_width, flange_thickness - ).Shape() - - top = BRepPrimAPI_MakeBox( - length, flange_width, flange_thickness - ).Shape() +def _create_channel_section(length, depth, flange_width, web_thickness, flange_thickness): + """ + Create a channel section (C-shape). + + Args: + length: Length of the section along X-axis + depth: Overall depth of the channel + flange_width: Width of top and bottom flanges + web_thickness: Thickness of the web + flange_thickness: Thickness of the flanges + + Returns: + TopoDS_Shape: The channel section centered at origin + """ + # Create web + web = BRepPrimAPI_MakeBox(length, web_thickness, depth).Shape() + + # Create bottom flange + bottom = BRepPrimAPI_MakeBox(length, flange_width, flange_thickness).Shape() + + # Create top flange + top = BRepPrimAPI_MakeBox(length, flange_width, flange_thickness).Shape() + + # Position top flange trsf_top = gp_Trsf() - trsf_top.SetTranslation( - gp_Vec(0, 0, depth - flange_thickness) - ) + trsf_top.SetTranslation(gp_Vec(0, 0, depth - flange_thickness)) top = BRepBuilderAPI_Transform(top, trsf_top, True).Shape() - + + # Fuse all components channel = BRepAlgoAPI_Fuse(web, bottom).Shape() channel = BRepAlgoAPI_Fuse(channel, top).Shape() - + + # Center the section at origin trsf = gp_Trsf() - trsf.SetTranslation( - gp_Vec(-length / 2, -flange_width / 2, -depth / 2) - ) - + trsf.SetTranslation(gp_Vec(-length / 2, -flange_width / 2, -depth / 2)) + return BRepBuilderAPI_Transform(channel, trsf, True).Shape() - -def _create_double_angle_section( - length, leg_h, leg_w, thickness, connection_type="LONGER_LEG" -): - - base = _create_angle_section(length, leg_h, leg_w, thickness) - - mirror = gp_Trsf() - mirror.SetMirror(gp_Ax2(gp_Pnt(0, 0, 0), gp_Dir(0, 1, 0))) - mirrored = BRepBuilderAPI_Transform(base, mirror, True).Shape() - - offset = leg_h / 2 if connection_type == "LONGER_LEG" else leg_w / 2 - - t1 = gp_Trsf() - t1.SetTranslation(gp_Vec(0, +offset, 0)) - - t2 = gp_Trsf() - t2.SetTranslation(gp_Vec(0, -offset, 0)) - - a1 = BRepBuilderAPI_Transform(base, t1, True).Shape() - a2 = BRepBuilderAPI_Transform(mirrored, t2, True).Shape() - - return BRepAlgoAPI_Fuse(a1, a2).Shape() - - -def _create_double_channel_section( - length, depth, flange_width, web_thickness, flange_thickness -): - - base = _create_channel_section( - length, depth, flange_width, web_thickness, flange_thickness - ) - +def _create_double_angle_section(length, leg_h, leg_w, thickness, connection_type="SHORTER_LEG"): + """ + Create a double angle section (back-to-back angles). + + Args: + length: Length of the section along X-axis + leg_h: Height of the longer leg + leg_w: Width of the shorter leg + thickness: Thickness of each angle + connection_type: "LONGER_LEG" or "SHORTER_LEG" + + Returns: + TopoDS_Shape: The double angle section centered at origin + """ + if connection_type == "SHORTER_LEG": + # SHORTER_LEG connection: shorter legs are back-to-back (vertical) + # Longer legs point OUTWARD horizontally in opposite directions + + # First angle: L shape + # Shorter leg (vertical) - back-to-back part + vertical_leg1 = BRepPrimAPI_MakeBox( + gp_Pnt(0, -thickness/2, 0), + gp_Pnt(length, thickness/2, leg_w) + ).Shape() + # Longer leg (horizontal) - pointing RIGHT + horizontal_leg1 = BRepPrimAPI_MakeBox( + gp_Pnt(0, thickness/2, leg_w - thickness), + gp_Pnt(length, thickness/2 + leg_h, leg_w) + ).Shape() + angle1 = BRepAlgoAPI_Fuse(vertical_leg1, horizontal_leg1).Shape() + + # Second angle: Mirrored L + # Shorter leg (vertical) - back-to-back part (same position as first) + vertical_leg2 = BRepPrimAPI_MakeBox( + gp_Pnt(0, -thickness/2, 0), + gp_Pnt(length, thickness/2, leg_w) + ).Shape() + # Longer leg (horizontal) - pointing LEFT + horizontal_leg2 = BRepPrimAPI_MakeBox( + gp_Pnt(0, -thickness/2 - leg_h, leg_w - thickness), + gp_Pnt(length, -thickness/2, leg_w) + ).Shape() + angle2 = BRepAlgoAPI_Fuse(vertical_leg2, horizontal_leg2).Shape() + + # Fuse both angles + double_angle = BRepAlgoAPI_Fuse(angle1, angle2).Shape() + + # Center at origin + center_trsf = gp_Trsf() + center_trsf.SetTranslation(gp_Vec(-length/2, 0, -leg_w/2)) + + else: # LONGER_LEG connection + # LONGER_LEG connection: longer legs are back-to-back (vertical) + # Shorter legs point OUTWARD horizontally in opposite directions + + # First angle: L shape + # Longer leg (vertical) - back-to-back part + vertical_leg1 = BRepPrimAPI_MakeBox( + gp_Pnt(0, -thickness/2, 0), + gp_Pnt(length, thickness/2, leg_h) + ).Shape() + # Shorter leg (horizontal) - pointing RIGHT + horizontal_leg1 = BRepPrimAPI_MakeBox( + gp_Pnt(0, thickness/2, leg_h - thickness), + gp_Pnt(length, thickness/2 + leg_w, leg_h) + ).Shape() + angle1 = BRepAlgoAPI_Fuse(vertical_leg1, horizontal_leg1).Shape() + + # Second angle: Mirrored L + # Longer leg (vertical) - back-to-back part (same position as first) + vertical_leg2 = BRepPrimAPI_MakeBox( + gp_Pnt(0, -thickness/2, 0), + gp_Pnt(length, thickness/2, leg_h) + ).Shape() + # Shorter leg (horizontal) - pointing LEFT + horizontal_leg2 = BRepPrimAPI_MakeBox( + gp_Pnt(0, -thickness/2 - leg_w, leg_h - thickness), + gp_Pnt(length, -thickness/2, leg_h) + ).Shape() + angle2 = BRepAlgoAPI_Fuse(vertical_leg2, horizontal_leg2).Shape() + + # Fuse both angles + double_angle = BRepAlgoAPI_Fuse(angle1, angle2).Shape() + + # Center at origin + center_trsf = gp_Trsf() + center_trsf.SetTranslation(gp_Vec(-length/2, 0, -leg_h/2)) + + return BRepBuilderAPI_Transform(double_angle, center_trsf, True).Shape() + + +def _create_double_channel_section(length, depth, flange_width, web_thickness, flange_thickness): + """ + Create a double channel section (back-to-back channels). + + Args: + length: Length of the section along X-axis + depth: Overall depth of each channel + flange_width: Width of flanges + web_thickness: Thickness of the web + flange_thickness: Thickness of the flanges + + Returns: + TopoDS_Shape: The double channel section centered at origin + """ + # Create base channel + base = _create_channel_section(length, depth, flange_width, web_thickness, flange_thickness) + + # Create mirrored channel mirror = gp_Trsf() mirror.SetMirror(gp_Ax2(gp_Pnt(0, 0, 0), gp_Dir(0, 1, 0))) mirrored = BRepBuilderAPI_Transform(base, mirror, True).Shape() - + + # Spacing between channels offset = flange_width / 2 - + + # Position first channel t1 = gp_Trsf() t1.SetTranslation(gp_Vec(0, +offset, 0)) - + c1 = BRepBuilderAPI_Transform(base, t1, True).Shape() + + # Position second channel t2 = gp_Trsf() t2.SetTranslation(gp_Vec(0, -offset, 0)) - - c1 = BRepBuilderAPI_Transform(base, t1, True).Shape() c2 = BRepBuilderAPI_Transform(mirrored, t2, True).Shape() - + + # Fuse both channels return BRepAlgoAPI_Fuse(c1, c2).Shape() -# INTERNAL UTILITIES +def _create_i_section(length, depth, flange_width, web_thickness, flange_thickness): + """ + Create an I-section (I-beam or H-beam). + + Args: + length: Length of the section along X-axis + depth: Overall depth of the I-section + flange_width: Width of top and bottom flanges + web_thickness: Thickness of the web + flange_thickness: Thickness of the flanges + + Returns: + TopoDS_Shape: The I-section centered at origin + """ + # Create web + web = BRepPrimAPI_MakeBox(length, web_thickness, depth).Shape() + + # Create bottom flange + bottom = BRepPrimAPI_MakeBox(length, flange_width, flange_thickness).Shape() + + # Create top flange + top = BRepPrimAPI_MakeBox(length, flange_width, flange_thickness).Shape() + + # Position top flange + trsf_top = gp_Trsf() + trsf_top.SetTranslation( + gp_Vec(0, -flange_width / 2 + web_thickness / 2, depth - flange_thickness) + ) + top = BRepBuilderAPI_Transform(top, trsf_top, True).Shape() + + # Position bottom flange + trsf_bot = gp_Trsf() + trsf_bot.SetTranslation( + gp_Vec(0, -flange_width / 2 + web_thickness / 2, 0) + ) + bottom = BRepBuilderAPI_Transform(bottom, trsf_bot, True).Shape() + + # Fuse all components + i_section = BRepAlgoAPI_Fuse(web, bottom).Shape() + i_section = BRepAlgoAPI_Fuse(i_section, top).Shape() + + # Center the section at origin + trsf = gp_Trsf() + trsf.SetTranslation(gp_Vec(-length / 2, -web_thickness / 2, -depth / 2)) + + return BRepBuilderAPI_Transform(i_section, trsf, True).Shape() + + +# UTILITY FUNCTIONS def _get_roll_angle(section_type, roll_sign): + """ + Determine the roll angle for section orientation. + + Args: + section_type: Type of section ("ANGLE", "CHANNEL", etc.) + roll_sign: Sign indicating roll direction (+1 or -1) + + Returns: + float: Roll angle in radians + """ if section_type in ("ANGLE", "CHANNEL"): return roll_sign * (math.pi / 2) return 0.0 def _create_section_solid(section_type, length, thickness, dims): - + """ + Create a section solid based on type and dimensions. + + Args: + section_type: Type of section to create + length: Length of the section + thickness: Thickness parameter (used for angles) + dims: Dictionary containing section dimensions + + Returns: + TopoDS_Shape: The created section + + Raises: + ValueError: If section type is not supported + """ if section_type == "ANGLE": - return _create_angle_section( - length, dims["leg_h"], dims["leg_w"], thickness - ) - + # Support both angle-specific and generic dimension keys + h = dims.get("leg_h", dims.get("depth", 100)) + w = dims.get("leg_w", dims.get("flange_width", 50)) + return _create_angle_section(length, h, w, thickness) + if section_type == "CHANNEL": - return _create_channel_section( - length, - dims["depth"], - dims["flange_width"], - dims["web_thickness"], - dims["flange_thickness"] - ) - + d = dims.get("depth", 100) + wf = dims.get("flange_width", 50) + tw = dims.get("web_thickness", 5) + tf = dims.get("flange_thickness", 7) + return _create_channel_section(length, d, wf, tw, tf) + if section_type == "DOUBLE_ANGLE": + h = dims.get("leg_h", dims.get("depth", 100)) + w = dims.get("leg_w", dims.get("flange_width", 50)) return _create_double_angle_section( - length, - dims["leg_h"], - dims["leg_w"], - thickness, + length, h, w, thickness, dims.get("connection_type", "LONGER_LEG") ) - + if section_type == "DOUBLE_CHANNEL": - return _create_double_channel_section( - length, - dims["depth"], - dims["flange_width"], - dims["web_thickness"], - dims["flange_thickness"] - ) - - raise ValueError("Unsupported section type") - - -# MEMBER CREATION + d = dims.get("depth", 100) + wf = dims.get("flange_width", 50) + tw = dims.get("web_thickness", 5) + tf = dims.get("flange_thickness", 7) + return _create_double_channel_section(length, d, wf, tw, tf) + + if section_type == "I_SECTION": + d = dims.get("depth", 100) + wf = dims.get("flange_width", 50) + tw = dims.get("web_thickness", 10) + tf = dims.get("flange_thickness", 15) + return _create_i_section(length, d, wf, tw, tf) + + raise ValueError(f"Unsupported section type: {section_type}") + + +# MEMBER CREATION FUNCTIONS def _create_diagonal_member(p1, p2, thickness, section_type, dims, roll_sign): - + """ + Create a diagonal bracing member between two points. + + + Args: + p1: Starting point (gp_Pnt) + p2: Ending point (gp_Pnt) + thickness: Section thickness + section_type: Type of section + dims: Section dimensions dictionary + roll_sign: Roll direction indicator + + Returns: + TopoDS_Shape: The positioned bracing member + """ + # Calculate vector and length vec = gp_Vec(p1, p2) length = vec.Magnitude() - - solid = _create_section_solid( - section_type, length, thickness, dims - ) - - x_dir = gp_Dir(1, 0, 0) - tgt = gp_Dir(vec) - + + # Create section at origin + solid = _create_section_solid(section_type, length, thickness, dims) + + # Calculate rotation to align with target vector + x_dir = gp_Dir(1, 0, 0) # Initial direction + tgt = gp_Dir(vec) # Target direction + axis = gp_Vec(x_dir.Crossed(tgt)) angle = x_dir.Angle(tgt) - + + # Apply rotation if needed if axis.Magnitude() > 1e-6: tr = gp_Trsf() tr.SetRotation(gp_Ax1(gp_Pnt(0, 0, 0), gp_Dir(axis)), angle) solid = BRepBuilderAPI_Transform(solid, tr, True).Shape() - + + # Apply roll angle for proper orientation roll = _get_roll_angle(section_type, roll_sign) if abs(roll) > 1e-6: tr = gp_Trsf() tr.SetRotation(gp_Ax1(gp_Pnt(0, 0, 0), tgt), roll) solid = BRepBuilderAPI_Transform(solid, tr, True).Shape() - + + # Calculate midpoint mid = gp_Pnt( (p1.X() + p2.X()) / 2, (p1.Y() + p2.Y()) / 2, (p1.Z() + p2.Z()) / 2 ) - + + # Translate to position tr = gp_Trsf() tr.SetTranslation(gp_Vec(mid.X(), mid.Y(), mid.Z())) - - return BRepBuilderAPI_Transform(solid, tr, True).Shape() - - -def _create_horizontal_member_y( - x, yL, yR, z, thickness, flange_width, section_type, dims, roll_sign -): - - y0 = yL - y1 = yR - length = y1 - y0 - y_mid = (y0 + y1) / 2 - - solid = _create_section_solid( - section_type, length, thickness, dims - ) - - tr = gp_Trsf() - tr.SetRotation( - gp_Ax1(gp_Pnt(0, 0, 0), gp_Dir(0, 0, 1)), - math.pi / 2 - ) - solid = BRepBuilderAPI_Transform(solid, tr, True).Shape() - - roll = _get_roll_angle(section_type, roll_sign) - if abs(roll) > 1e-6: - tr = gp_Trsf() - tr.SetRotation(gp_Ax1(gp_Pnt(0, 0, 0), gp_Dir(0, 1, 0)), roll) - solid = BRepBuilderAPI_Transform(solid, tr, True).Shape() - - tr = gp_Trsf() - tr.SetTranslation(gp_Vec(x, y_mid, z)) - + return BRepBuilderAPI_Transform(solid, tr, True).Shape() -# BRACING TOPOLOGIES - -def _x_bracing( - x, yL, yR, depth, tf, thickness, flange_w, - section_type, dims, bracket, skew_angle=0 -): +# BRACING PATTERN FUNCTIONS - # ✅ WEB–FLANGE JUNCTIONS +def _x_bracing(x, yL, yR, depth, tf, thickness, flange_w, + section_type, dims, bracket, skew_angle=0): + """ + Create X-bracing pattern between two girders. + + X-bracing consists of two diagonal members crossing each other, + with optional horizontal brackets at top and/or bottom. + + Args: + x: Longitudinal position + yL: Left girder lateral position + yR: Right girder lateral position + depth: Girder depth + tf: Flange thickness + thickness: Bracing member thickness + flange_w: Flange width + section_type: Section type for bracing + dims: Section dimensions + bracket: Bracket option ("NONE", "UPPER", "LOWER", "BOTH") + skew_angle: Bridge skew angle in degrees + + Returns: + list: List of bracing member shapes + """ + # Calculate vertical positions (top and bottom of web) z_bot = -depth / 2 z_top = +depth / 2 - - yl = yL - yr = yR - + def get_skew_x(y): + """Calculate longitudinal offset due to skew.""" if skew_angle == 0: return 0.0 return y * math.tan(math.radians(skew_angle)) - - x_l = x + get_skew_x(yl) - x_r = x + get_skew_x(yr) - - + + # Apply skew offsets + x_l = x + get_skew_x(yL) + x_r = x + get_skew_x(yR) + + # Create main X-diagonals braces = [ - # Left TOP → Right BOTTOM + # Left TOP → Right BOTTOM diagonal _create_diagonal_member( - gp_Pnt(x_l, yl, z_top), gp_Pnt(x_r, yr, z_bot), + gp_Pnt(x_l, yL, z_top), + gp_Pnt(x_r, yR, z_bot), thickness, section_type, dims, +1 ), - # Left BOTTOM → Right TOP + # Left BOTTOM → Right TOP diagonal _create_diagonal_member( - gp_Pnt(x_l, yl, z_bot), gp_Pnt(x_r, yr, z_top), + gp_Pnt(x_l, yL, z_bot), + gp_Pnt(x_r, yR, z_top), thickness, section_type, dims, -1 ) ] - + + # Add optional brackets if bracket in ("LOWER", "BOTH"): - # Use diagonal member logic for skewed "horizontal" members braces.append( _create_diagonal_member( - gp_Pnt(x_l, yl, z_bot), gp_Pnt(x_r, yr, z_bot), + gp_Pnt(x_l, yL, z_bot), + gp_Pnt(x_r, yR, z_bot), thickness, section_type, dims, +1 ) ) - + if bracket in ("UPPER", "BOTH"): braces.append( _create_diagonal_member( - gp_Pnt(x_l, yl, z_top), gp_Pnt(x_r, yr, z_top), + gp_Pnt(x_l, yL, z_top), + gp_Pnt(x_r, yR, z_top), thickness, section_type, dims, +1 ) ) - + return braces -def _k_bracing( - x, yL, yR, depth, tf, thickness, flange_w, - section_type, dims, top_bracket, skew_angle=0 -): - +def _k_bracing(x, yL, yR, depth, tf, thickness, flange_w, + section_type, dims, top_bracket, skew_angle=0): + """ + Create K-bracing pattern between two girders. + + K-bracing consists of two diagonal members meeting at a central + bottom node, with a mandatory bottom horizontal and optional top horizontal. + + Args: + x: Longitudinal position + yL: Left girder lateral position + yR: Right girder lateral position + depth: Girder depth + tf: Flange thickness + thickness: Bracing member thickness + flange_w: Flange width + section_type: Section type for bracing + dims: Section dimensions + top_bracket: Whether to include top horizontal bracket + skew_angle: Bridge skew angle in degrees + + Returns: + list: List of bracing member shapes + """ + # Calculate vertical positions z_bot = -depth / 2 z_top = +depth / 2 - - yl = yL - yr = yR - ym = (yl + yr) / 2 - + + # Calculate midpoint between girders + ym = (yL + yR) / 2 + def get_skew_x(y): + """Calculate longitudinal offset due to skew.""" if skew_angle == 0: return 0.0 return y * math.tan(math.radians(skew_angle)) - - x_l = x + get_skew_x(yl) - x_r = x + get_skew_x(yr) + + # Apply skew offsets + x_l = x + get_skew_x(yL) + x_r = x + get_skew_x(yR) x_m = x + get_skew_x(ym) - + + # Create K-pattern members braces = [ + # Left TOP → Middle BOTTOM diagonal _create_diagonal_member( - gp_Pnt(x_l, yl, z_top), gp_Pnt(x_m, ym, z_bot), + gp_Pnt(x_l, yL, z_top), + gp_Pnt(x_m, ym, z_bot), thickness, section_type, dims, +1 ), + # Right TOP → Middle BOTTOM diagonal _create_diagonal_member( - gp_Pnt(x_r, yr, z_top), gp_Pnt(x_m, ym, z_bot), + gp_Pnt(x_r, yR, z_top), + gp_Pnt(x_m, ym, z_bot), thickness, section_type, dims, -1 ), + # Bottom horizontal (mandatory for K-bracing) _create_diagonal_member( - gp_Pnt(x_l, yl, z_bot), gp_Pnt(x_r, yr, z_bot), + gp_Pnt(x_l, yL, z_bot), + gp_Pnt(x_r, yR, z_bot), thickness, section_type, dims, +1 ) ] - + + # Add optional top bracket if top_bracket: braces.append( _create_diagonal_member( - gp_Pnt(x_l, yl, z_top), gp_Pnt(x_r, yr, z_top), + gp_Pnt(x_l, yL, z_top), + gp_Pnt(x_r, yR, z_top), thickness, section_type, dims, +1 ) ) - + return braces -# PUBLIC API + +def _diaphragm_bracing(x, yL, yR, depth, tf, thickness, section_type, dims, skew_angle=0): + """ + Create a horizontal diaphragm member (rolled or welded beam). + + Diaphragm is placed at the top of the girder depth, typically used + at bridge ends for load distribution and stability. + + Args: + x: Longitudinal position + yL: Left girder lateral position + yR: Right girder lateral position + depth: Girder depth + tf: Flange thickness + thickness: Diaphragm thickness + section_type: Section type (typically I_SECTION) + dims: Section dimensions + skew_angle: Bridge skew angle in degrees + + Returns: + list: List containing the diaphragm member shape + """ + # Place at top of girder + z_top = depth / 2 + + def get_skew_x(y): + """Calculate longitudinal offset due to skew.""" + if skew_angle == 0: + return 0.0 + return y * math.tan(math.radians(skew_angle)) + + # Apply skew offsets + x_l = x + get_skew_x(yL) + x_r = x + get_skew_x(yR) + + # Create horizontal diaphragm member + return [ + _create_diagonal_member( + gp_Pnt(x_l, yL, z_top), + gp_Pnt(x_r, yR, z_top), + thickness, + section_type, + dims, + +1 + ) + ] + + + def build_cross_bracings( *, + # Bridge geometry parameters span_length_L, num_girders, girder_spacing, girder_depth, flange_thickness, flange_width, - + + # Bracing configuration bracing_type, # "X" or "K" - section_type, # "ANGLE", "CHANNEL", "DOUBLE_ANGLE", "DOUBKE_CHANNEL" - section_dims, - thickness, - - panel_spacing, - bracket_option="BOTH", - top_bracket=False, - skew_angle=0 + section_type, # "ANGLE", "CHANNEL", "DOUBLE_ANGLE", etc. + section_dims, # Dictionary with section dimensions + thickness, # Member thickness + + # Spacing and options + panel_spacing, # Spacing between bracing frames + bracket_option="BOTH", # For X-bracing: "NONE", "UPPER", "LOWER", "BOTH" + top_bracket=False, # For K-bracing: include top horizontal + skew_angle=0, # Bridge skew angle in degrees + + # End diaphragm configuration + end_diaphragm_type="Cross Bracing", # "Cross Bracing", "Rolled Beam", "Welded Beam" + end_diaphragm_section="I_SECTION", # Section type for diaphragm + end_diaphragm_dims=None, # Custom dimensions for diaphragm + end_diaphragm_spacing=0 ): - """ - Build cross bracings for entire bridge. - """ bracings = [] - - # Number of bracing frames along span - n = int(span_length_L / panel_spacing) - 1 - n_total = n + 2 + + # Calculate bracing frame positions along the span + # Number of internal panels + n_internal = int(span_length_L / panel_spacing) - 1 + # Total number of frames (internal + 2 end frames) + n_total = n_internal + 2 + # Actual spacing (may differ slightly from panel_spacing) spacing = span_length_L / (n_total - 1) + # Generate longitudinal positions x_positions = [i * spacing for i in range(n_total)] - + + # Calculate total transverse width total_width = (num_girders - 1) * girder_spacing + + # Loop through all bracing frames for x in x_positions: + # Loop through all bays between girders for i in range(num_girders - 1): - + # Calculate lateral positions of left and right girders yL = (i * girder_spacing) - total_width / 2 yR = yL + girder_spacing - + + # Check if this is an end position (first or last frame) + is_end = (x == x_positions[0] or x == x_positions[-1]) + + # END DIAPHRAGM HANDLING + if is_end: + if end_diaphragm_type == "Cross Bracing": + # Use the same bracing type (X or K) as internal panels + if bracing_type == "X": + bracings.extend( + _x_bracing( + x, yL, yR, + girder_depth, flange_thickness, + thickness, flange_width, + section_type, section_dims, + bracket_option, + skew_angle=skew_angle + ) + ) + elif bracing_type == "K": + bracings.extend( + _k_bracing( + x, yL, yR, + girder_depth, flange_thickness, + thickness, flange_width, + section_type, section_dims, + top_bracket, + skew_angle=skew_angle + ) + ) + + elif end_diaphragm_type == "Rolled Beam": + # Use I-section for rolled beam diaphragm + diaphragm_dims = end_diaphragm_dims if end_diaphragm_dims is not None else section_dims + + # Validate dimensions or use defaults + if "depth" not in diaphragm_dims or "flange_width" not in diaphragm_dims: + diaphragm_dims = { + "depth": girder_depth * 0.8, + "flange_width": 200, + "web_thickness": 10, + "flange_thickness": 15 + } + + bracings.extend( + _diaphragm_bracing( + x, yL, yR, + girder_depth, flange_thickness, + thickness, + "I_SECTION", + diaphragm_dims, + skew_angle=skew_angle + ) + ) + + elif end_diaphragm_type == "Welded Beam": + # Use I-section for welded beam diaphragm + # Welded beams can have different proportions than rolled + diaphragm_dims = end_diaphragm_dims if end_diaphragm_dims is not None else section_dims + + # Validate dimensions or use defaults (slightly larger than rolled) + if "depth" not in diaphragm_dims or "flange_width" not in diaphragm_dims: + diaphragm_dims = { + "depth": girder_depth * 0.85, # Slightly deeper + "flange_width": 250, # Wider flange + "web_thickness": 12, # Thicker web + "flange_thickness": 20 # Thicker flange + } + + bracings.extend( + _diaphragm_bracing( + x, yL, yR, + girder_depth, flange_thickness, + thickness, + "I_SECTION", + diaphragm_dims, + skew_angle=skew_angle + ) + ) + + continue + + # INTERNAL BRACING HANDLING + # Build normal X or K bracing for internal panels if bracing_type == "X": bracings.extend( _x_bracing( @@ -388,7 +757,7 @@ def build_cross_bracings( skew_angle=skew_angle ) ) - + elif bracing_type == "K": bracings.extend( _k_bracing( @@ -400,5 +769,5 @@ def build_cross_bracings( skew_angle=skew_angle ) ) - - return bracings + + return bracings \ No newline at end of file diff --git a/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py b/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py index ae018d200..640465ecc 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py @@ -1,5 +1,25 @@ """ -CAD generator for Plate Girder Bridge. +Plate Girder Bridge CAD Generator +================================== + +This module generates complete 3D CAD models for plate girder bridges, +including girders, deck, crash barriers, railings, median, and cross bracing systems. + +Components Generated: + - Plate Girders: Web, top flange, bottom flange, stiffeners + - Deck System: Concrete deck slab with textures + - Safety Features: Crash barriers, railings, median + - Bracing System: Cross bracings and end diaphragms + - Supports: Bearing supports (triangular and cylindrical) + +Features: + - Configurable number of girders and spacing + - Multiple bracing patterns (X, K) + - Various end diaphragm options + - Skew angle support + - IRC-compliant crash barriers and railings + - Flexible footpath and median configurations + """ @@ -8,34 +28,27 @@ from OCC.Core.AIS import AIS_Shape from OCC.Core.TopAbs import TopAbs_EDGE -# Builder imports - +# Component builder imports from osdagbridge.core.bridge_components.super_structure.plate_girder.builder import ( build_plate_girder_geometry ) - - from osdagbridge.core.bridge_components.super_structure.deck.builder import ( build_deck ) - from osdagbridge.core.bridge_components.super_structure.crash_barrier.builder import ( build_crash_barriers ) - from osdagbridge.core.bridge_components.super_structure.railing.builder import ( build_railings ) - from osdagbridge.core.bridge_components.super_structure.median.builder import ( build_median ) - from osdagbridge.core.bridge_components.super_structure.cross_bracing.builder import ( build_cross_bracings ) - +# Component keys for CAD organization KEY_CAD_GIRDER = "Girder" KEY_CAD_STIFFENER = "Stiffener" KEY_CAD_CROSS_BRACING = "Cross Bracing" @@ -46,96 +59,247 @@ KEY_MODULE_PG = "Plate Girder" - # CAD GENERATOR CLASS class PlateGirderCADGenerator: """ Plate Girder Bridge CAD Generator. - - Holds parameters and generates assembled CAD geometry. + + This class manages all parameters for a plate girder bridge and + generates the complete 3D CAD geometry. + + Attributes: + bridge_type: Type of bridge module + + Girder Parameters: + span_length_L: Total span length + girder_section_d: Clear web depth + girder_section_bf: Top flange width + girder_section_bf_b: Bottom flange width + girder_section_tf: Top flange thickness + girder_section_tf_b: Bottom flange thickness + girder_section_tw: Web thickness + num_girders: Number of parallel girders + girder_spacing: Center-to-center girder spacing + + Geometry: + skew_angle: Bridge skew angle in degrees (0 = no skew) + + Deck Parameters: + carriageway_width: Width of traffic lanes + deck_thickness: Deck slab thickness + footpath_config: Footpath configuration ("NONE", "LEFT", "RIGHT", "BOTH") + footpath_width: Width of footpath + railing_width: Width of railing + + Safety Features: + barrier_type: Type of crash barrier ("Rigid", "Semi-Rigid", "Flexible") + crash_barrier_subtype: Specific barrier design + enable_median: Whether to include median barrier + median_type: Type of median barrier + railing_type: Type of railing ("rcc", "steel") + rail_count: Number of rails + + Bracing System: + cross_bracing_spacing: Spacing between bracing frames + cross_bracing_thickness: Thickness of bracing members + bracing_type: Bracing pattern ("X" or "K") + x_bracket_option: X-bracing bracket option + k_top_bracket: K-bracing top bracket option + cross_bracing_section_type: Section type for bracing + cross_bracing_section_dims: Section dimensions + For ANGLE/DOUBLE_ANGLE sections: + - leg_h: vertical leg height + - leg_w: horizontal leg width + - connection_type (DOUBLE_ANGLE only): "LONGER_LEG" or "SHORTER_LEG" + determines which legs are connected back-to-back + For CHANNEL/DOUBLE_CHANNEL/I_SECTION: + - depth: overall depth + - flange_width: flange width + - web_thickness: web thickness + - flange_thickness: flange thickness + + End Diaphragm: + end_diaphragm_type: Type of end treatment + end_diaphragm_section: Section type for diaphragm + end_diaphragm_dims: Diaphragm dimensions + end_diaphragm_spacing: Reserved for future use """ def __init__(self, bridge_type=KEY_MODULE_PG): - + """ + Initialize the CAD generator with default parameters. + + Args: + bridge_type: Type of bridge module (default: Plate Girder) + """ self.bridge_type = bridge_type - # GIRDERS PARAMETERS - self.span_length_L = 10000 + # GIRDER PARAMETERS + self.span_length_L = 10000 # Total span length (mm) - self.girder_section_d = 900 # clear web depth - self.girder_section_bf = 500 #top flange width - self.girder_section_bf_b = 500 #bottom flange width - self.girder_section_tf = 260 #top flange thickness - self.girder_section_tf_b = 260 #bottom flange thickness - self.girder_section_tw = 100 + self.girder_section_d = 900 # Clear web depth (mm) + self.girder_section_bf = 500 # Top flange width (mm) + self.girder_section_bf_b = 500 # Bottom flange width (mm) + self.girder_section_tf = 260 # Top flange thickness (mm) + self.girder_section_tf_b = 260 # Bottom flange thickness (mm) + self.girder_section_tw = 100 # Web thickness (mm) - self.num_girders = 5 - self.girder_spacing = 2750 # center-to-center spacing + self.num_girders = 5 # Number of girders + self.girder_spacing = 2750 # Center-to-center spacing (mm) - # SKEW ANGLE PARAMETER - self.skew_angle = 25 # skew angle in degrees (0 = no skew) + # GEOMETRY PARAMETERS + self.skew_angle = 0 # Skew angle in degrees (0 = no skew) # DECK PARAMETERS - self.carriageway_width = 12000 - self.deck_thickness = 400 + self.carriageway_width = 12000 # Width of traffic lanes (mm) + self.deck_thickness = 400 # Deck slab thickness (mm) - self.footpath_config = "BOTH" # NONE / LEFT / RIGHT / BOTH - self.footpath_width = 1500 - self.railing_width = 300 + self.footpath_config = "BOTH" # "NONE" / "LEFT" / "RIGHT" / "BOTH" + self.footpath_width = 1500 # Footpath width (mm) + self.railing_width = 300 # Railing width (mm) # CRASH BARRIER PARAMETERS - self.barrier_type = "Rigid" # "Rigid" or "Semi-Rigid" - self.crash_barrier_subtype = "IRC-5R" # "IRC-5R", "High Containment", "Single W-beam", "Double W-beam" + self.barrier_type = "Rigid" # "Rigid", "Semi-Rigid", or "Flexible" + self.crash_barrier_subtype = "IRC-5R" # Specific barrier design + + # Options: + # - Rigid: "IRC-5R", "High Containment" + # - Semi-Rigid/Metallic: "Single W-beam", "Double W-beam" # MEDIAN PARAMETERS - self.enable_median = True - self.median_type = "Metallic Crash Barrier" # "Raised Kerb", "RCC Crash Barrier", "Metallic Crash Barrier" + self.enable_median = True # Include median barrier + self.median_type = "Metallic Crash Barrier" + # Options: "Raised Kerb", "RCC Crash Barrier", "Metallic Crash Barrier" # RAILING PARAMETERS - self.rail_count = 3 - self.railing_type = "rcc" + self.rail_count = 3 # Number of rails + self.railing_type = "rcc" # "rcc" or "steel" # STIFFENER PARAMETERS - self.stiffener_width = 200 - self.stiffener_length = 10 - - # END STIFFENER PARAMETERS - self.include_end_stiffeners = True - self.end_stiffener_thickness = 25 + self.stiffener_width = 200 # Stiffener width (mm) + self.stiffener_length = 10 # Stiffener length (mm) + # End stiffener configuration + self.include_end_stiffeners = True # Include end stiffeners + self.end_stiffener_thickness = 25 # End stiffener thickness (mm) # CROSS BRACING PARAMETERS - self.cross_bracing_spacing = 4000 - self.cross_bracing_thickness = 5 + self.cross_bracing_spacing = 4000 # Spacing between bracing frames (mm) + self.cross_bracing_thickness = 5 # Bracing member thickness (mm) - self.bracing_type = "K" # "X" or "K" - self.x_bracket_option = "BOTH" - self.k_top_bracket = True + self.bracing_type = "K" # "X" or "K" + self.x_bracket_option = "BOTH" # For X-bracing: "NONE", "UPPER", "LOWER", "BOTH" + self.k_top_bracket = True # For K-bracing: include top bracket - self.cross_bracing_section_type = "CHANNEL" + # Section configuration - Choose one of the following: + + # OPTION 1: CHANNEL section (current default) + # self.cross_bracing_section_type = "CHANNEL" + # self.cross_bracing_section_dims = { + # "depth": 100, + # "flange_width": 50, + # "web_thickness": 5, + # "flange_thickness": 7 + # } + + # OPTION 2: DOUBLE_ANGLE section (uncomment to use) + self.cross_bracing_section_type = "DOUBLE_ANGLE" self.cross_bracing_section_dims = { - "depth": 100, - "flange_width": 50, - "web_thickness": 5, - "flange_thickness": 7 + "leg_h": 100, # Vertical leg height (longer leg) + "leg_w": 50, # Horizontal leg width (shorter leg) + "connection_type": "LONGER_LEG" # "LONGER_LEG" or "SHORTER_LEG" } - - + + + # OPTION 3: ANGLE section (uncomment to use) + # self.cross_bracing_section_type = "ANGLE" + # self.cross_bracing_section_dims = { + # "leg_h": 100, # Vertical leg height + # "leg_w": 50 # Horizontal leg width + # } + + # OPTION 4: DOUBLE_CHANNEL section (uncomment to use) + # self.cross_bracing_section_type = "DOUBLE_CHANNEL" + # self.cross_bracing_section_dims = { + # "depth": 100, + # "flange_width": 50, + # "web_thickness": 5, + # "flange_thickness": 7 + # } + + # END DIAPHRAGM PARAMETERS + self.end_diaphragm_type = "Cross Bracing" # Options: "Cross Bracing", "Rolled Beam", "Welded Beam" + + + # If using "Cross Bracing" type, end diaphragms will use the same + # section as cross_bracing_section_type and cross_bracing_section_dims + + # If using "Rolled Beam" or "Welded Beam", these parameters are used: + self.end_diaphragm_section = "I_SECTION" + self.end_diaphragm_dims = { + "depth": 800, + "flange_width": 250, + "web_thickness": 12, + "flange_thickness": 20 + } + self.end_diaphragm_spacing = 0 # MAIN CAD GENERATION def generate(self): """ - Generate full bridge CAD. + Generate complete bridge CAD geometry. + + This method orchestrates the creation of all bridge components: + 1. Plate girders (web, flanges, stiffeners) + 2. Cross bracing system + 3. Deck slab + 4. Crash barriers + 5. Median barriers (if enabled) + 6. Railings + 7. Support structures + + Returns: + dict: Dictionary containing all generated CAD components: + - girders: List of girder components (web + flanges) + - girder_web: List of web components only + - girder_flanges: List of flange components only + - stiffeners: List of stiffener components + - supports: All support structures + - supports_tri: Triangular supports + - supports_cyl: Cylindrical supports + - cross_bracings: Cross bracing members + - deck_slab: Deck slab geometry + - deck_textures: Deck surface textures + - deck_top_z: Z-coordinate of deck top surface + - total_deck_width: Total width of deck + - crash_barriers: Crash barrier components + - crash_barrier_w_beams: W-beam components (if metallic) + - median_barriers: Median barrier components + - median_w_beams: Median W-beams (if metallic) + - railings: Railing components """ - - # Local helpers + + # HELPER FUNCTIONS + import math from OCC.Core.gp import gp_Trsf, gp_Vec from OCC.Core.BRepBuilderAPI import BRepBuilderAPI_Transform def _translate(shape, dx=0, dy=0, dz=0): + """ + Translate a shape by the specified offsets. + + Args: + shape: TopoDS_Shape to translate + dx: X-offset + dy: Y-offset + dz: Z-offset + + Returns: + Translated TopoDS_Shape + """ trsf = gp_Trsf() trsf.SetTranslation(gp_Vec(dx, dy, dz)) return BRepBuilderAPI_Transform(shape, trsf, True).Shape() @@ -143,12 +307,14 @@ def _translate(shape, dx=0, dy=0, dz=0): def _calculate_skew_offset(lateral_position, reference_position=0): """ Calculate longitudinal offset due to skew angle. - Plan-view geometric offset: shift = L × tan(θ) + + This implements the plan-view geometric offset for skewed bridges: + longitudinal_shift = lateral_distance × tan(skew_angle) Args: lateral_position: Transverse position (Y-coordinate) reference_position: Reference lateral position with zero offset - + Returns: Longitudinal offset (X-coordinate shift) """ @@ -159,7 +325,8 @@ def _calculate_skew_offset(lateral_position, reference_position=0): lateral_distance = lateral_position - reference_position return lateral_distance * math.tan(skew_rad) - # 1. BUILD SINGLE PLATE GIRDER GEOMETRY + # STEP 1: BUILD SINGLE PLATE GIRDER GEOMETRY + pg = build_plate_girder_geometry( D=self.girder_section_d, tw=self.girder_section_tw, @@ -175,106 +342,101 @@ def _calculate_skew_offset(lateral_position, reference_position=0): T_es=self.end_stiffener_thickness ) - # 2. PLACE MULTIPLE GIRDERS (Y-DIRECTION, CENTERED) WITH SKEW OFFSET + # STEP 2: PLACE MULTIPLE GIRDERS WITH SKEW OFFSET + girders = [] stiffeners = [] - girder_web = [] girder_flanges = [] total_width = (self.num_girders - 1) * self.girder_spacing - - # Reference position for skew (centerline = 0) - reference_position = 0.0 + reference_position = 0.0 # Centerline reference for skew for i in range(self.num_girders): - # Transverse offset (Y-direction) + # Calculate transverse offset (Y-direction) y_offset = (i * self.girder_spacing) - (total_width / 2) - # Longitudinal offset due to skew (X-direction) - # Each girder shifts by L × tan(θ) based on lateral distance from center + # Calculate longitudinal offset due to skew (X-direction) x_offset = _calculate_skew_offset(y_offset, reference_position) - # Web + # Place web web = _translate(pg["web"], dx=x_offset, dy=y_offset) girders.append(web) girder_web.append(web) - # Top flange + # Place top flange top_flange = _translate(pg["top_flange"], dx=x_offset, dy=y_offset) girders.append(top_flange) girder_flanges.append(top_flange) - # Bottom flange + # Place bottom flange bottom_flange = _translate(pg["bottom_flange"], dx=x_offset, dy=y_offset) girders.append(bottom_flange) girder_flanges.append(bottom_flange) - - # Stiffeners (follow parent girder's offset) + # Place stiffeners (follow parent girder's offset) for stiff in pg["stiffeners"]: stiffeners.append( _translate(stiff, dx=x_offset, dy=y_offset) ) + # STEP 3: PLACE SUPPORT STRUCTURES + supports_tri = [] supports_cyl = [] for i in range(self.num_girders): - # Same offset calculation as girders + # Calculate offsets (same as girders) y_offset = (i * self.girder_spacing) - (total_width / 2) x_offset = _calculate_skew_offset(y_offset, reference_position) + # Place triangular supports for s in pg["supports_tri"]: supports_tri.append(_translate(s, dx=x_offset, dy=y_offset)) + # Place cylindrical supports for s in pg["supports_cyl"]: supports_cyl.append(_translate(s, dx=x_offset, dy=y_offset)) - - # 3. REFERENCE Z-LEVELS - + # STEP 4: CALCULATE REFERENCE Z-LEVELS + + # Bracing girder depth (for cross bracing placement) bracing_girder_depth = ( - (self.girder_section_d / 2) - + self.girder_section_tf + (self.girder_section_d / 2) + + self.girder_section_tf ) - - - # Top of girder for deck placement ONLY + # Top of girder for deck placement girder_top_z = (self.girder_section_d / 2) + self.girder_section_tf - - # 4. SKEW ANGLE (HANDLED BY COMPONENT BUILDERS) - # We pass self.skew_angle to components that support skewed geometry (like deck) - # Components that are placed relative to girders (like cross-bracing) follow girder offsets. - pass - # 5. CROSS BRACING SYSTEM - # Note: Cross bracings connect girders at their actual (skewed) positions - # The bracing builder handles placement and skew internally. + # STEP 5: BUILD CROSS BRACING SYSTEM + cross_bracings = build_cross_bracings( span_length_L=self.span_length_L, num_girders=self.num_girders, girder_spacing=self.girder_spacing, - - girder_depth=bracing_girder_depth, - flange_thickness=self.girder_section_tf, flange_width=self.girder_section_bf, - + bracing_type=self.bracing_type, section_type=self.cross_bracing_section_type, section_dims=self.cross_bracing_section_dims, thickness=self.cross_bracing_thickness, - + panel_spacing=self.cross_bracing_spacing, bracket_option=self.x_bracket_option, top_bracket=self.k_top_bracket, - skew_angle=self.skew_angle + skew_angle=self.skew_angle, + + end_diaphragm_type=self.end_diaphragm_type, + end_diaphragm_section=self.end_diaphragm_section, + end_diaphragm_dims=self.end_diaphragm_dims, + end_diaphragm_spacing=self.end_diaphragm_spacing ) - # 5. IRC 5 SPECIFICATIONS (CRASH BARRIER) + # STEP 6: CONFIGURE CRASH BARRIER SPECIFICATIONS (IRC 5:2015) + from osdagbridge.core.utils.codes.irc5_2015 import IRC5_2015 from osdagbridge.core.utils.common import ( KEY_CRASH_BARRIER_TYPE, @@ -286,21 +448,20 @@ def _calculate_skew_offset(lateral_position, reference_position=0): VALUES_RAILING_TYPE ) - # Map barrier_type string to KEY_CRASH_BARRIER_TYPE index + # Map barrier types to indices barrier_type_map = {"Flexible": 0, "Semi-Rigid": 1, "Rigid": 2} barrier_idx = barrier_type_map.get(self.barrier_type, 2) - # Map crash_barrier_subtype rigid_subtype_map = {"IRC-5R": 0, "High Containment": 1} metallic_subtype_map = {"Single W-beam": 0, "Double W-beam": 1} - # Map railing type + # Map railing types railing_map = { - VALUES_RAILING_TYPE[0]: KEY_RAILING_TYPE[0], # RCC - VALUES_RAILING_TYPE[1]: KEY_RAILING_TYPE[1], # Steel + VALUES_RAILING_TYPE[0]: KEY_RAILING_TYPE[0], # RCC + VALUES_RAILING_TYPE[1]: KEY_RAILING_TYPE[1], # Steel } - # Robust selection: Check map, then check for rough string match (e.g. "steel") + # Robust railing selection selected_railing_key = railing_map.get(self.railing_type) if selected_railing_key is None: if "steel" in self.railing_type.lower(): @@ -308,17 +469,17 @@ def _calculate_skew_offset(lateral_position, reference_position=0): else: selected_railing_key = KEY_RAILING_TYPE[0] - # If Semi-Rigid, force default RCC railing + # Force RCC railing for Semi-Rigid barriers if self.barrier_type != "Rigid": selected_railing_key = KEY_RAILING_TYPE[0] - # Determine explicit railing width for Deck Sizing - if selected_railing_key == KEY_RAILING_TYPE[1]: # Steel + # Determine railing width + if selected_railing_key == KEY_RAILING_TYPE[1]: # Steel actual_railing_width = 200 else: actual_railing_width = 275 - # Populate design_dict + # Populate design dictionary based on barrier type if self.barrier_type == "Rigid": rigid_subtype_idx = rigid_subtype_map.get(self.crash_barrier_subtype, 0) design_dict = IRC5_2015.cl_109_6_3_shapes( @@ -330,18 +491,18 @@ def _calculate_skew_offset(lateral_position, reference_position=0): ) actual_base_width = design_dict.get("crash_barrier_width", 450) else: - # Semi-rigid / Metallic + # Semi-Rigid / Metallic barrier metallic_subtype_idx = metallic_subtype_map.get(self.crash_barrier_subtype, 0) design_dict = IRC5_2015.cl_109_6_3_shapes( barrier_type=KEY_CRASH_BARRIER_TYPE[1], footpath=KEY_FOOTPATH[0] if self.footpath_config == "NONE" else KEY_FOOTPATH[1], - railing_type=selected_railing_key, # Passing this ensures dictionary gets updated with railing params + railing_type=selected_railing_key, design_dict={}, crash_barrier_type=KEY_METALLIC_CRASH_BARRIER_TYPE[metallic_subtype_idx] ) actual_base_width = design_dict.get("kerb_bottom_width", 550) - - # Ensure railing params are in design_dict + + # Ensure railing parameters are in design dictionary if selected_railing_key == KEY_RAILING_TYPE[1]: design_dict["railing_type"] = "steel" design_dict["railing_width"] = 200 @@ -349,14 +510,12 @@ def _calculate_skew_offset(lateral_position, reference_position=0): design_dict["railing_type"] = "RCC" design_dict["railing_width"] = 275 + # STEP 7: BUILD DECK SYSTEM - # 6. DECK SYSTEM (USES TOP-OF-GIRDER Z) - # Deck handles skewed geometry (parallelogram) internally deck_out = build_deck( span_length_L=self.span_length_L, girder_section_d=girder_top_z, deck_thickness=self.deck_thickness, - footpath_config=self.footpath_config, carriageway_width=self.carriageway_width, crash_barrier_base_width=actual_base_width, @@ -365,11 +524,8 @@ def _calculate_skew_offset(lateral_position, reference_position=0): skew_angle=self.skew_angle ) - # 7. CRASH BARRIER PLACEMENT - # Barriers follow deck edges. - # Note: For skew, we might need to apply shifts to barriers as well - # if the barrier builder doesn't handle skew internally. - + # STEP 8: BUILD CRASH BARRIERS + crash_barrier_w_beams = [] crash_barrier_other = [] @@ -387,6 +543,7 @@ def _calculate_skew_offset(lateral_position, reference_position=0): crash_barriers = [] + # Separate W-beams from other barrier components for cb in crash_barriers_raw: if isinstance(cb, dict): if cb.get("w_beams"): @@ -398,15 +555,20 @@ def _calculate_skew_offset(lateral_position, reference_position=0): else: crash_barriers.append(cb) - # 8. MEDIAN + # STEP 9: BUILD MEDIAN BARRIERS (IF ENABLED) + median_barriers = [] - median_w_beams = [] + median_w_beams = [] + if self.enable_median: - # Get median design specifications from IRC5_2015 - median_type_map = {"Raised Kerb": 0, "RCC Crash Barrier": 1, "Metallic Crash Barrier": 2} + # Get median design specifications from IRC 5:2015 + median_type_map = { + "Raised Kerb": 0, + "RCC Crash Barrier": 1, + "Metallic Crash Barrier": 2 + } median_idx = median_type_map.get(self.median_type, 1) - # Map metallic subtype for median metallic_subtype_idx = metallic_subtype_map.get(self.crash_barrier_subtype, 0) median_design_dict = IRC5_2015.cl_109_6_3_shapes( @@ -414,7 +576,8 @@ def _calculate_skew_offset(lateral_position, reference_position=0): footpath=KEY_FOOTPATH[0], railing_type=None, design_dict={}, - crash_barrier_type=KEY_METALLIC_CRASH_BARRIER_TYPE[metallic_subtype_idx] if self.median_type == "Metallic Crash Barrier" else None + crash_barrier_type=KEY_METALLIC_CRASH_BARRIER_TYPE[metallic_subtype_idx] + if self.median_type == "Metallic Crash Barrier" else None ) median_barriers_raw = build_median( @@ -426,22 +589,19 @@ def _calculate_skew_offset(lateral_position, reference_position=0): skew_angle=self.skew_angle ) - median_barriers = [] - median_w_beams = [] + # Separate W-beams from other median components for mb in median_barriers_raw: if isinstance(mb, dict): if mb.get("w_beams"): median_w_beams.append(mb["w_beams"]) for k in ("kerb", "posts", "spacers"): if mb.get(k): - crash_barrier_other.append(mb[k]) # Using same 'other' list for coloring + crash_barrier_other.append(mb[k]) median_barriers.append(mb[k]) else: median_barriers.append(mb) - # 8. RAILINGS - - + # STEP 10: BUILD RAILINGS railings = build_railings( span_length=self.span_length_L, @@ -452,37 +612,47 @@ def _calculate_skew_offset(lateral_position, reference_position=0): skew_angle=self.skew_angle ) + # STEP 11: CONSOLIDATE SUPPORT STRUCTURES + supports = supports_tri + supports_cyl - - # FINAL RETURN + # RETURN ALL GENERATED COMPONENTS + return { + # Girder components "girders": girders, "girder_web": girder_web, "girder_flanges": girder_flanges, - + + # Stiffeners "stiffeners": stiffeners, - - "supports": supports, + + # Support structures + "supports": supports, "supports_tri": supports_tri, "supports_cyl": supports_cyl, - - + + # Cross bracing system "cross_bracings": cross_bracings, - + + # Deck system "deck_slab": deck_out["deck_slab"], "deck_textures": deck_out["deck_textures"], "deck_top_z": deck_out["deck_top_z"], "total_deck_width": deck_out["total_deck_width"], - + + # Crash barriers "crash_barriers": crash_barriers, "crash_barrier_w_beams": crash_barrier_w_beams, + + # Median barriers "median_barriers": median_barriers, "median_w_beams": median_w_beams, + + # Railings "railings": railings } - def display_3dModel(self, component): hover_dict = { From 84b019df5fe00586b6bbaad39ab5b5686c11cb21 Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Wed, 11 Feb 2026 01:11:40 +0530 Subject: [PATCH 034/225] Align railing, crash barrier, and median geometry with be=ridge skew --- .../super_structure/crash_barrier/builder.py | 93 +++++++---- .../super_structure/median/builder.py | 144 +++++++++++------- .../super_structure/railing/builder.py | 77 ++++++---- 3 files changed, 201 insertions(+), 113 deletions(-) diff --git a/src/osdagbridge/core/bridge_components/super_structure/crash_barrier/builder.py b/src/osdagbridge/core/bridge_components/super_structure/crash_barrier/builder.py index 6957d838f..514b0a239 100644 --- a/src/osdagbridge/core/bridge_components/super_structure/crash_barrier/builder.py +++ b/src/osdagbridge/core/bridge_components/super_structure/crash_barrier/builder.py @@ -48,7 +48,8 @@ def create_rigid_rcc_crash_barrier( *, length, design_dict, - side="LEFT" + side="LEFT", + skew_angle=0 ): @@ -77,19 +78,24 @@ def create_rigid_rcc_crash_barrier( y_top = W_top / 2.0 # 87.5mm from center y_trans = W_at_transition / 2.0 # 125mm from center at transition - # PROFILE POINTS (YZ PLANE) + # SKEW LOGIC + skew_rad = math.radians(skew_angle) + def get_skew_x(y): + return y * math.tan(skew_rad) + + # PROFILE POINTS (YZ PLANE -> SKEWED XY PLANE) # Right side is outer edge (road side), Left is inner edge # Points traced clockwise from bottom-right: - p1 = gp_Pnt(0, y_base, z0) # Bottom right - p2 = gp_Pnt(0, -y_base, z0) # Bottom left + p1 = gp_Pnt(get_skew_x(y_base), y_base, z0) # Bottom right + p2 = gp_Pnt(get_skew_x(-y_base), -y_base, z0) # Bottom left - p3 = gp_Pnt(0, -y_base, z1) # Left side - top of base vertical - p4 = gp_Pnt(0, -y_top, z3) # Left side - top corner (straight slope from base to top) + p3 = gp_Pnt(get_skew_x(-y_base), -y_base, z1) # Left side - top of base vertical + p4 = gp_Pnt(get_skew_x(-y_top), -y_top, z3) # Left side - top corner (straight slope from base to top) - p5 = gp_Pnt(0, y_top, z3) # Right side - top corner - p6 = gp_Pnt(0, y_trans, z2) # Right side - end of main slope / start of transition - p7 = gp_Pnt(0, y_base, z1) # Right side - top of base vertical + p5 = gp_Pnt(get_skew_x(y_top), y_top, z3) # Right side - top corner + p6 = gp_Pnt(get_skew_x(y_trans), y_trans, z2) # Right side - end of main slope / start of transition + p7 = gp_Pnt(get_skew_x(y_base), y_base, z1) # Right side - top of base vertical # Build face poly = BRepBuilderAPI_MakePolygon() @@ -98,6 +104,7 @@ def create_rigid_rcc_crash_barrier( poly.Close() face = BRepBuilderAPI_MakeFace(poly.Wire()).Face() + # Extrude along X (length) solid = BRepPrimAPI_MakePrism(face, gp_Vec(length, 0, 0)).Shape() # MIRROR FOR RIGHT SIDE @@ -112,7 +119,8 @@ def create_semi_rigid_metallic_barrier( *, length, design_dict, - side="LEFT" + side="LEFT", + skew_angle=0 ): """ Creates semi-rigid metallic crash barrier (IRC Fig 4). @@ -135,6 +143,11 @@ def create_semi_rigid_metallic_barrier( + # SKEW LOGIC + skew_rad = math.radians(skew_angle) + def get_skew_x(y): + return y * math.tan(skew_rad) + # RCC KERB z0 = 0.0 z1 = kerb_height @@ -144,10 +157,10 @@ def create_semi_rigid_metallic_barrier( y_top_l = -kerb_top_width / 2.0 y_top_r = kerb_top_width / 2.0 - p1 = gp_Pnt(0, y_bottom_l, z0) - p2 = gp_Pnt(0, y_bottom_r, z0) - p3 = gp_Pnt(0, y_top_r, z1) - p4 = gp_Pnt(0, y_top_l, z1) + p1 = gp_Pnt(get_skew_x(y_bottom_l), y_bottom_l, z0) + p2 = gp_Pnt(get_skew_x(y_bottom_r), y_bottom_r, z0) + p3 = gp_Pnt(get_skew_x(y_top_r), y_top_r, z1) + p4 = gp_Pnt(get_skew_x(y_top_l), y_top_l, z1) kerb_poly = BRepBuilderAPI_MakePolygon() for p in (p1, p2, p3, p4): @@ -166,7 +179,24 @@ def create_semi_rigid_metallic_barrier( post_flange_thk = design_dict.get("post_flange_thickness", 7.8) post_offset_from_edge = design_dict.get("post_offset_from_edge", 75) # From outer edge + # Component spans from x_pos - post_web_thk/2 to x_pos + post_depth - post_web_thk/2 + # To keep within [0, length]: + # x_pos - post_web_thk/2 >= 0 => x_pos >= post_web_thk/2 + # x_pos + post_depth - post_web_thk/2 <= length => x_pos <= length - post_depth + post_web_thk/2 + + start_x = post_web_thk / 2.0 + end_x = length - post_depth + post_web_thk / 2.0 + + post_range = end_x - start_x + if post_range < 0: + post_range = 0 + num_posts = int(length / post_spacing) + 1 + if num_posts < 2: + num_posts = 2 + + actual_spacing = post_range / (num_posts - 1) if num_posts > 1 else 0 + posts_combined = None def create_vertical_channel(h, d, w, tw, tf): @@ -208,9 +238,7 @@ def create_vertical_channel(h, d, w, tw, tf): ) for i in range(num_posts): - x_pos = i * post_spacing - if x_pos > length: - break + x_pos = start_x + (i * actual_spacing) post_solid = create_vertical_channel( post_height, post_depth, @@ -264,7 +292,8 @@ def make_w_beam_face(): amp * math.exp(-((z - mu1) ** 2) / (2 * sigma ** 2)) + amp * math.exp(-((z - mu2) ** 2) / (2 * sigma ** 2)) ) - outer_pts.SetValue(i, gp_Pnt(0.0, y_wave, z)) + # Offset X by y_wave * tan(skew) + outer_pts.SetValue(i, gp_Pnt(get_skew_x(y_wave), y_wave, z)) y_top_outer = y_wave y_bottom_outer = ( @@ -281,7 +310,8 @@ def make_w_beam_face(): amp * math.exp(-((z - mu1) ** 2) / (2 * sigma ** 2)) + amp * math.exp(-((z - mu2) ** 2) / (2 * sigma ** 2)) ) - W_BEAM_THICKNESS - inner_pts.SetValue(i, gp_Pnt(0.0, y_wave_inner, z)) + # Offset X by y_wave_inner * tan(skew) + inner_pts.SetValue(i, gp_Pnt(get_skew_x(y_wave_inner), y_wave_inner, z)) y_top_inner = y_wave_inner y_bottom_inner = ( @@ -295,13 +325,13 @@ def make_w_beam_face(): wire = BRepBuilderAPI_MakeWire() wire.Add(BRepBuilderAPI_MakeEdge(outer_curve).Edge()) wire.Add(BRepBuilderAPI_MakeEdge( - gp_Pnt(0.0, y_top_outer, W_BEAM_HEIGHT), - gp_Pnt(0.0, y_top_inner, W_BEAM_HEIGHT) + gp_Pnt(get_skew_x(y_top_outer), y_top_outer, W_BEAM_HEIGHT), + gp_Pnt(get_skew_x(y_top_inner), y_top_inner, W_BEAM_HEIGHT) ).Edge()) wire.Add(BRepBuilderAPI_MakeEdge(inner_curve).Edge()) wire.Add(BRepBuilderAPI_MakeEdge( - gp_Pnt(0.0, y_bottom_inner, 0.0), - gp_Pnt(0.0, y_bottom_outer, 0.0) + gp_Pnt(get_skew_x(y_bottom_inner), y_bottom_inner, 0.0), + gp_Pnt(get_skew_x(y_bottom_outer), y_bottom_outer, 0.0) ).Edge()) return BRepBuilderAPI_MakeFace(wire.Wire()).Face() @@ -331,10 +361,9 @@ def make_w_beam_face(): spacer_z = kerb_height + h_center - spacer_height / 2.0 spacer_y_center = post_y_center + post_width / 2.0 + spacer_width / 2.0 + # Spacers (one per post) for i in range(num_posts): - x_pos = i * post_spacing - if x_pos > length: - break + x_pos = start_x + (i * actual_spacing) spacer_solid = create_vertical_channel( spacer_height, spacer_depth, @@ -533,12 +562,14 @@ def get_skew_x(y): right_shape = create_rigid_rcc_crash_barrier( length=span_length_L, design_dict=design_dict, - side="RIGHT" + side="RIGHT", + skew_angle=-skew_angle ) left_shape = create_rigid_rcc_crash_barrier( length=span_length_L, design_dict=design_dict, - side="LEFT" + side="LEFT", + skew_angle=skew_angle ) crash_barriers.append(translate(right_shape, x=get_skew_x(y_r), y=y_r, z=deck_top_z)) @@ -548,13 +579,15 @@ def get_skew_x(y): right_parts = create_semi_rigid_metallic_barrier( length=span_length_L, design_dict=design_dict, - side="RIGHT" + side="RIGHT", + skew_angle=-skew_angle ) left_parts = create_semi_rigid_metallic_barrier( length=span_length_L, design_dict=design_dict, - side="LEFT" + side="LEFT", + skew_angle=skew_angle ) # Apply translations and store as dictionaries for coloring diff --git a/src/osdagbridge/core/bridge_components/super_structure/median/builder.py b/src/osdagbridge/core/bridge_components/super_structure/median/builder.py index 55270be15..eab616b94 100644 --- a/src/osdagbridge/core/bridge_components/super_structure/median/builder.py +++ b/src/osdagbridge/core/bridge_components/super_structure/median/builder.py @@ -32,13 +32,15 @@ def _mirror_y(shape): return BRepBuilderAPI_Transform(shape, trsf, True).Shape() -def _create_channel_section(length, depth, flange_width, web_thickness, flange_thickness): +def _create_channel_section(length, depth, flange_width, web_thickness, flange_thickness, skew_angle=0): """ - Creates a C-channel section extruded along Z-axis (initially). - Origin at center of the back of the web. + Creates a C-channel section extruded along X-axis. + Supports skewing the end faces. """ - # Re-using the logic from crash_barrier/builder.py - + skew_rad = math.radians(skew_angle) + def get_skew_x(y): + return y * math.tan(skew_rad) + y_web_back = -web_thickness / 2.0 y_web_front = web_thickness / 2.0 y_flange_tip = depth - web_thickness / 2.0 @@ -46,15 +48,15 @@ def _create_channel_section(length, depth, flange_width, web_thickness, flange_t z_bottom = -flange_width / 2.0 z_top = flange_width / 2.0 - # Points for C-shape (facing +Y) in YZ plane - p1 = gp_Pnt(0, y_flange_tip, z_bottom) - p2 = gp_Pnt(0, y_web_back, z_bottom) - p3 = gp_Pnt(0, y_web_back, z_top) - p4 = gp_Pnt(0, y_flange_tip, z_top) - p5 = gp_Pnt(0, y_flange_tip, z_top - flange_thickness) - p6 = gp_Pnt(0, y_web_front, z_top - flange_thickness) - p7 = gp_Pnt(0, y_web_front, z_bottom + flange_thickness) - p8 = gp_Pnt(0, y_flange_tip, z_bottom + flange_thickness) + # Points for C-shape (facing +Y) in YZ plane -> SKEWED XY plane + p1 = gp_Pnt(get_skew_x(y_flange_tip), y_flange_tip, z_bottom) + p2 = gp_Pnt(get_skew_x(y_web_back), y_web_back, z_bottom) + p3 = gp_Pnt(get_skew_x(y_web_back), y_web_back, z_top) + p4 = gp_Pnt(get_skew_x(y_flange_tip), y_flange_tip, z_top) + p5 = gp_Pnt(get_skew_x(y_flange_tip), y_flange_tip, z_top - flange_thickness) + p6 = gp_Pnt(get_skew_x(y_web_front), y_web_front, z_top - flange_thickness) + p7 = gp_Pnt(get_skew_x(y_web_front), y_web_front, z_bottom + flange_thickness) + p8 = gp_Pnt(get_skew_x(y_flange_tip), y_flange_tip, z_bottom + flange_thickness) poly = BRepBuilderAPI_MakePolygon() for p in (p1, p2, p3, p4, p5, p6, p7, p8): @@ -67,11 +69,14 @@ def _create_channel_section(length, depth, flange_width, web_thickness, flange_t return solid -def create_raised_kerb(length, design_dict): +def create_raised_kerb(length, design_dict, skew_angle=0): """ Creates raised kerb median (IRC Fig 5a). Trapezoidal profile extruded along span. """ + skew_rad = math.radians(skew_angle) + def get_skew_x(y): + return y * math.tan(skew_rad) kerb_height = design_dict.get("kerb_height") kerb_top_width = design_dict.get("kerb_top_width") kerb_bottom_width = design_dict.get("kerb_bottom_width") @@ -86,10 +91,10 @@ def create_raised_kerb(length, design_dict): y_top_r = kerb_top_width / 2.0 # Trapezoidal profile (counter-clockwise) - p1 = gp_Pnt(0, y_bottom_l, z0) - p2 = gp_Pnt(0, y_bottom_r, z0) - p3 = gp_Pnt(0, y_top_r, z1) - p4 = gp_Pnt(0, y_top_l, z1) + p1 = gp_Pnt(get_skew_x(y_bottom_l), y_bottom_l, z0) + p2 = gp_Pnt(get_skew_x(y_bottom_r), y_bottom_r, z0) + p3 = gp_Pnt(get_skew_x(y_top_r), y_top_r, z1) + p4 = gp_Pnt(get_skew_x(y_top_l), y_top_l, z1) poly = BRepBuilderAPI_MakePolygon() for p in (p1, p2, p3, p4): @@ -102,7 +107,7 @@ def create_raised_kerb(length, design_dict): return solid -def create_rcc_crash_barrier_median(length, design_dict): +def create_rcc_crash_barrier_median(length, design_dict, skew_angle=0): """ Creates RCC crash barrier median (IRC Fig 5b). Single New Jersey barrier profile (will be mirrored for the other side). @@ -133,26 +138,31 @@ def create_rcc_crash_barrier_median(length, design_dict): y_top = barrier_top_width / 2.0 y_trans = W_at_transition / 2.0 + # SKEW LOGIC + skew_rad = math.radians(skew_angle) + def get_skew_x(y): + return y * math.tan(skew_rad) + # 1. Bottom Right (Road side base) - p1 = gp_Pnt(0, y_base, z0) + p1 = gp_Pnt(get_skew_x(y_base), y_base, z0) # 2. Bottom Left (Median side base) - p2 = gp_Pnt(0, -y_base, z0) + p2 = gp_Pnt(get_skew_x(-y_base), -y_base, z0) # 3. Base Top Left (Median side) - p3 = gp_Pnt(0, -y_base, z1) + p3 = gp_Pnt(get_skew_x(-y_base), -y_base, z1) # 4. Top Left (Median side) - Sloped back face - p4 = gp_Pnt(0, -y_top, z3) + p4 = gp_Pnt(get_skew_x(-y_top), -y_top, z3) # 5. Top Right (Road side) - p5 = gp_Pnt(0, y_top, z3) + p5 = gp_Pnt(get_skew_x(y_top), y_top, z3) # 6. Transition Top Right (End of main slope) - p6 = gp_Pnt(0, y_trans, z2) + p6 = gp_Pnt(get_skew_x(y_trans), y_trans, z2) # 7. Base Top Right (Start of transition) - p7 = gp_Pnt(0, y_base, z1) + p7 = gp_Pnt(get_skew_x(y_base), y_base, z1) # Create Polygon poly = BRepBuilderAPI_MakePolygon() @@ -166,7 +176,7 @@ def create_rcc_crash_barrier_median(length, design_dict): return solid -def create_metallic_barrier_system(length, design_dict, kerb_top_width, kerb_height): +def create_metallic_barrier_system(length, design_dict, kerb_top_width, kerb_height, skew_angle=0): """ Creates metallic crash barrier system (IRC Fig 5c) - posts, spacers, and W-beams only. Single side system (will be positioned on each side of the central kerb). @@ -222,6 +232,12 @@ def create_metallic_barrier_system(length, design_dict, kerb_top_width, kerb_hei from OCC.Core.BRepBuilderAPI import BRepBuilderAPI_MakeEdge + # SKEW LOGIC + skew_rad = math.radians(skew_angle) + def get_skew_x(y): + return y * math.tan(skew_rad) + + def make_w_beam_face(): points = 40 zs = np.linspace(0, W_BEAM_HEIGHT, points) @@ -233,7 +249,8 @@ def make_w_beam_face(): amp * math.exp(-((z - mu1) ** 2) / (2 * sigma ** 2)) + amp * math.exp(-((z - mu2) ** 2) / (2 * sigma ** 2)) ) - outer_pts.SetValue(i, gp_Pnt(0.0, y_wave, z)) + # Offset X by y_wave * tan(skew) + outer_pts.SetValue(i, gp_Pnt(get_skew_x(y_wave), y_wave, z)) y_top_outer = y_wave # Last y_wave value y_bottom_outer = ( @@ -250,7 +267,8 @@ def make_w_beam_face(): amp * math.exp(-((z - mu1) ** 2) / (2 * sigma ** 2)) + amp * math.exp(-((z - mu2) ** 2) / (2 * sigma ** 2)) ) - W_BEAM_THICKNESS - inner_pts.SetValue(i, gp_Pnt(0.0, y_wave_inner, z)) + # Offset X by y_wave_inner * tan(skew) + inner_pts.SetValue(i, gp_Pnt(get_skew_x(y_wave_inner), y_wave_inner, z)) y_top_inner = y_wave_inner y_bottom_inner = ( @@ -266,15 +284,15 @@ def make_w_beam_face(): wire.Add(BRepBuilderAPI_MakeEdge(outer_curve).Edge()) # Top connecting edge wire.Add(BRepBuilderAPI_MakeEdge( - gp_Pnt(0.0, y_top_outer, W_BEAM_HEIGHT), - gp_Pnt(0.0, y_top_inner, W_BEAM_HEIGHT) + gp_Pnt(get_skew_x(y_top_outer), y_top_outer, W_BEAM_HEIGHT), + gp_Pnt(get_skew_x(y_top_inner), y_top_inner, W_BEAM_HEIGHT) ).Edge()) # Inner curve (downwards) wire.Add(BRepBuilderAPI_MakeEdge(inner_curve).Edge()) # Bottom connecting edge wire.Add(BRepBuilderAPI_MakeEdge( - gp_Pnt(0.0, y_bottom_inner, 0.0), - gp_Pnt(0.0, y_bottom_outer, 0.0) + gp_Pnt(get_skew_x(y_bottom_inner), y_bottom_inner, 0.0), + gp_Pnt(get_skew_x(y_bottom_outer), y_bottom_outer, 0.0) ).Edge()) return BRepBuilderAPI_MakeFace(wire.Wire()).Face() @@ -282,7 +300,7 @@ def make_w_beam_face(): # ARRANGEMENT CALCULATIONS - # Right side template: Post -> Spacer -> W-beam -> 75mm gap -> Kerb edge + # Right side template: Post -> Spacer -> W-beam -> Kerb edge # Kerb edge is at +kerb_top_width / 2.0 gap_from_edge = 5.0 kerb_edge_y = kerb_top_width / 2.0 @@ -338,6 +356,8 @@ def create_vertical_channel(h, d, w, tw, tf): return BRepPrimAPI_MakePrism(BRepBuilderAPI_MakeFace(poly.Wire()).Face(), gp_Vec(0, 0, h)).Shape() post_solid = create_vertical_channel(post_height, post_depth, post_width, post_web_thk, post_flange_thk) + # Post itself is typically not skewed, but we could skew it if needed. + # Keeping post vertical for now as standard. post_solid = _translate(post_solid, x=x_pos, y=post_y_center, z=kerb_height) posts_combined = post_solid if posts_combined is None else BRepAlgoAPI_Fuse(posts_combined, post_solid).Shape() @@ -403,7 +423,7 @@ def create_vertical_spacer(h, d, w, tw, tf): } -def create_median_kerb(length, median_width, design_dict): +def create_median_kerb(length, median_width, design_dict, skew_angle=0): """ Creates a single continuous median kerb with specified total width. Used for metallic crash barrier median as per IRC Fig 5c. @@ -412,10 +432,15 @@ def create_median_kerb(length, median_width, design_dict): length: Length of the kerb along the span median_width: Total width of the median (center to center distance) design_dict: Design parameters containing kerb dimensions + skew_angle: Bridge skew angle Returns: Kerb solid centered at y=0 """ + skew_rad = math.radians(skew_angle) + def get_skew_x(y): + return y * math.tan(skew_rad) + kerb_height = design_dict.get("kerb_height", 100) # Use the median_width as the total kerb width kerb_top_width = median_width @@ -430,10 +455,10 @@ def create_median_kerb(length, median_width, design_dict): y_top_r = kerb_top_width / 2.0 # Trapezoidal profile (counter-clockwise) - p1 = gp_Pnt(0, y_bottom_l, z0) - p2 = gp_Pnt(0, y_bottom_r, z0) - p3 = gp_Pnt(0, y_top_r, z1) - p4 = gp_Pnt(0, y_top_l, z1) + p1 = gp_Pnt(get_skew_x(y_bottom_l), y_bottom_l, z0) + p2 = gp_Pnt(get_skew_x(y_bottom_r), y_bottom_r, z0) + p3 = gp_Pnt(get_skew_x(y_top_r), y_top_r, z1) + p4 = gp_Pnt(get_skew_x(y_top_l), y_top_l, z1) poly = BRepBuilderAPI_MakePolygon() for p in (p1, p2, p3, p4): @@ -489,15 +514,16 @@ def get_skew_x(y): # CASE 2: RCC CRASH BARRIER (Double Side mirrored) elif median_type == "RCC Crash Barrier": - barrier_shape = create_rcc_crash_barrier_median(span_length, design_dict) + # Left barrier (mirrored) + # For mirrored side, we need to invert skew angle during generation + left_shape = create_rcc_crash_barrier_median(span_length, design_dict, skew_angle=-skew_angle) barrier_base_width = design_dict.get("barrier_bottom_width", 450) # Calculate offset so outer edges are at median_total_width / 2 - # offset is the distance from center to barrier center offset = (median_total_width - barrier_base_width) / 2.0 y_l = carriageway_center_y - offset - left_barrier = _mirror_y(barrier_shape) + left_barrier = _mirror_y(left_shape) left_barrier = _translate( left_barrier, x=get_skew_x(y_l), @@ -506,9 +532,11 @@ def get_skew_x(y): ) median_barriers.append(left_barrier) + # Right barrier (not mirrored) + right_shape = create_rcc_crash_barrier_median(span_length, design_dict, skew_angle=skew_angle) y_r = carriageway_center_y + offset right_barrier = _translate( - barrier_shape, + right_shape, x=get_skew_x(y_r), y=y_r, z=deck_top_z @@ -521,7 +549,7 @@ def get_skew_x(y): kerb_height = design_dict.get("kerb_height", 100) # Create single continuous kerb with total width = median_width - kerb_shape = create_median_kerb(span_length, median_total_width, design_dict) + kerb_shape = create_median_kerb(span_length, median_total_width, design_dict, skew_angle=skew_angle) y_kerb = carriageway_center_y kerb_positioned = _translate( kerb_shape, @@ -532,26 +560,36 @@ def get_skew_x(y): median_barriers.append({"kerb": kerb_positioned}) # Create metallic barrier system (posts, spacers, W-beams) for one side - barrier_system_parts = create_metallic_barrier_system( + # PASS SKEW ANGLE TO SYSTEM PARTS + + # Left barrier system (mirrored) + left_parts = create_metallic_barrier_system( span_length, design_dict, - median_total_width, # Pass the total median width as kerb_top_width - kerb_height + median_total_width, + kerb_height, + skew_angle=-skew_angle # Invert for mirror ) - # Position left barrier system (mirrored) - # For simplicity, use the kerb center Y for skew shift if the systems are close to it y_sys = carriageway_center_y left_dict = { k: _translate(_mirror_y(v), x=get_skew_x(y_sys), y=carriageway_center_y, z=deck_top_z) - for k, v in barrier_system_parts.items() if v + for k, v in left_parts.items() if v } median_barriers.append(left_dict) - # Position right barrier system + # Right barrier system + right_parts = create_metallic_barrier_system( + span_length, + design_dict, + median_total_width, + kerb_height, + skew_angle=skew_angle + ) + right_dict = { k: _translate(v, x=get_skew_x(y_sys), y=carriageway_center_y, z=deck_top_z) - for k, v in barrier_system_parts.items() if v + for k, v in right_parts.items() if v } median_barriers.append(right_dict) diff --git a/src/osdagbridge/core/bridge_components/super_structure/railing/builder.py b/src/osdagbridge/core/bridge_components/super_structure/railing/builder.py index 94ab3149f..8d06d49bf 100644 --- a/src/osdagbridge/core/bridge_components/super_structure/railing/builder.py +++ b/src/osdagbridge/core/bridge_components/super_structure/railing/builder.py @@ -1,7 +1,7 @@ -from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeBox, BRepPrimAPI_MakeCylinder +from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeBox, BRepPrimAPI_MakeCylinder, BRepPrimAPI_MakePrism from OCC.Core.gp import gp_Trsf, gp_Vec, gp_Ax2, gp_Pnt, gp_Dir -from OCC.Core.BRepBuilderAPI import BRepBuilderAPI_Transform +from OCC.Core.BRepBuilderAPI import BRepBuilderAPI_Transform, BRepBuilderAPI_MakePolygon, BRepBuilderAPI_MakeFace from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Cut, BRepAlgoAPI_Fuse @@ -25,21 +25,38 @@ def mirror_y(shape): return transformer.Shape() -def create_rectangular_prism(length, breadth, height): +def create_rectangular_prism(length, breadth, height, skew_angle=0): """ Aligned with crash barrier: X: 0 → +length Y: -breadth/2 → +breadth/2 Z: 0 → height + Supports skewing the end faces. """ - box = BRepPrimAPI_MakeBox(length, breadth, height).Shape() - - trsf = gp_Trsf() - trsf.SetTranslation( - gp_Vec(0.0, -breadth / 2.0, 0.0) - ) + import math + skew_rad = math.radians(skew_angle) + + # Vertices for the skewed footprint (parallelogram in plan-view) + y_half = breadth / 2.0 + + def get_skew_x(y): + return y * math.tan(skew_rad) - return BRepBuilderAPI_Transform(box, trsf, True).Shape() + p1 = gp_Pnt(get_skew_x(-y_half), -y_half, 0) + p2 = gp_Pnt(length + get_skew_x(-y_half), -y_half, 0) + p3 = gp_Pnt(length + get_skew_x(y_half), y_half, 0) + p4 = gp_Pnt(get_skew_x(y_half), y_half, 0) + + poly = BRepBuilderAPI_MakePolygon() + poly.Add(p1) + poly.Add(p2) + poly.Add(p3) + poly.Add(p4) + poly.Close() + + face = BRepBuilderAPI_MakeFace(poly.Wire()).Face() + # Extrude along Z + return BRepPrimAPI_MakePrism(face, gp_Vec(0, 0, height)).Shape() def create_cylinder(radius, height): @@ -58,7 +75,8 @@ def create_rcc_railing( *, length, design_dict, - side="LEFT" + side="LEFT", + skew_angle=0 ): railing_width = 275 # @@ -76,9 +94,9 @@ def create_rcc_railing( if body_height <= 0: raise ValueError("Railing height must be > base height") - base = create_rectangular_prism(length, railing_width, BASE_HEIGHT) + base = create_rectangular_prism(length, railing_width, BASE_HEIGHT, skew_angle=skew_angle) - body = create_rectangular_prism(length, railing_width, body_height) + body = create_rectangular_prism(length, railing_width, body_height, skew_angle=skew_angle) body = translate(body, z=BASE_HEIGHT) HOLE_LENGTH_RATIO = 1 @@ -97,7 +115,7 @@ def create_rcc_railing( z_center = BASE_HEIGHT + (i + 1) * spacing hole = create_rectangular_prism( - hole_length, hole_width, hole_height + hole_length, hole_width, hole_height, skew_angle=skew_angle ) hole = translate( @@ -127,7 +145,8 @@ def create_steel_railing( *, length, design_dict, - side="LEFT" + side="LEFT", + skew_angle=0 ): """ Creates a steel railing with posts and rails on a concrete base. @@ -143,19 +162,16 @@ def create_steel_railing( BASE_WIDTH = 375 # 375mm width for concrete base # Create concrete base with 375mm width - base = create_rectangular_prism(length, BASE_WIDTH, BASE_HEIGHT) + base = create_rectangular_prism(length, BASE_WIDTH, BASE_HEIGHT, skew_angle=skew_angle) # Parameters for steel railing (sits on top of base) + post_height = railing_height - BASE_HEIGHT POST_LENGTH = 150 # Rectangular post length in mm POST_BREADTH = 150 # Rectangular post breadth in mm POST_SPACING = 1000 RAIL_SIZE = 40 - # Posts height (from top of base to top of railing) - post_height = railing_height - BASE_HEIGHT - - # Calculate number of gaps - # Safe length for posts center-to-beginning + # Calculate spacing effective_length = length - POST_LENGTH if effective_length < 0: effective_length = 0 @@ -168,17 +184,16 @@ def create_steel_railing( posts_shape = None - # Create rectangular posts (starting from top of base) - # We need num_spaces + 1 posts to cover 0 to effective_length + # Create rectangular posts for i in range(num_spaces + 1): x = i * actual_spacing - # Clamp x to be safe if x > length - POST_LENGTH: x = length - POST_LENGTH - # Create rectangular post - post = create_rectangular_prism(POST_LENGTH, POST_BREADTH, post_height) + # Posts are NOT skewed themselves in standard practice, + # but here we keep them square for simplicity and only skew the rails/base + post = create_rectangular_prism(POST_LENGTH, POST_BREADTH, post_height, skew_angle=skew_angle) post = translate(post, x=x, z=BASE_HEIGHT) if posts_shape is None: @@ -188,11 +203,11 @@ def create_steel_railing( # Rails (positioned relative to total railing height) # Top Rail - top_rail = create_rectangular_prism(length, RAIL_SIZE, RAIL_SIZE) + top_rail = create_rectangular_prism(length, RAIL_SIZE, RAIL_SIZE, skew_angle=skew_angle) top_rail = translate(top_rail, z=railing_height - 2 * RAIL_SIZE) # Mid Rail - mid_rail = create_rectangular_prism(length, RAIL_SIZE, RAIL_SIZE) + mid_rail = create_rectangular_prism(length, RAIL_SIZE, RAIL_SIZE, skew_angle=skew_angle) mid_rail = translate(mid_rail, z=BASE_HEIGHT + (post_height * 0.5)) rails_fused = BRepAlgoAPI_Fuse(top_rail, mid_rail).Shape() @@ -241,10 +256,12 @@ def build_railings( # Helper to create correct type def create_shape(side): + # Invert skew for RIGHT side to compensate for mirror_y + s_angle = skew_angle if side == "LEFT" else -skew_angle if railing_type == "steel": - return create_steel_railing(length=span_length, design_dict=design_dict, side=side) + return create_steel_railing(length=span_length, design_dict=design_dict, side=side, skew_angle=s_angle) else: - return create_rcc_railing(length=span_length, design_dict=design_dict, side=side) + return create_rcc_railing(length=span_length, design_dict=design_dict, side=side, skew_angle=s_angle) # SKEW OFFSET CALCULATION def get_skew_x(y): From 294bb1b5b4799e696937dc14c82ef37051d427a9 Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Wed, 11 Feb 2026 18:07:42 +0530 Subject: [PATCH 035/225] Remove plate girder test file --- .../tests/test_plate_girder_only.py | 92 ------------------- 1 file changed, 92 deletions(-) delete mode 100644 src/osdagbridge/tests/test_plate_girder_only.py diff --git a/src/osdagbridge/tests/test_plate_girder_only.py b/src/osdagbridge/tests/test_plate_girder_only.py deleted file mode 100644 index 3497e313a..000000000 --- a/src/osdagbridge/tests/test_plate_girder_only.py +++ /dev/null @@ -1,92 +0,0 @@ -""" -Test file for Plate Girder Bridge CAD Generator -(Girder + Stiffeners + Cross Bracings + Deck + Crash Barriers + Median + Railings) -""" - -from OCC.Display.SimpleGui import init_display -from OCC.Display.backend import load_backend -from OCC.Core.Quantity import Quantity_Color, Quantity_TOC_RGB - -load_backend("pyside6") - -from osdagbridge.core.bridge_types.plate_girder.cad_generator import ( - generate_cad -) - -# Colors (RGB 0–1) - -COLOR_GIRDER = (72/255, 72/255, 54/255) -COLOR_STIFFENER = (30/255, 30/255, 30/255) -COLOR_CROSS_BRACING = (60/255, 60/255, 60/255) - -COLOR_DECK = (180/255, 180/255, 180/255) -COLOR_DECK_TEXTURE = (150/255, 150/255, 150/255) - -COLOR_CRASH_BARRIER = (120/255, 120/255, 120/255) -COLOR_MEDIAN = (110/255, 110/255, 110/255) -COLOR_RAILING = (90/255, 90/255, 90/255) - - -# Main - -def main(): - display, start_display, _, _ = init_display() - - cad = generate_cad() - - # Quantity colors - girder_color = Quantity_Color(*COLOR_GIRDER, Quantity_TOC_RGB) - stiffener_color = Quantity_Color(*COLOR_STIFFENER, Quantity_TOC_RGB) - cross_bracing_color = Quantity_Color(*COLOR_CROSS_BRACING, Quantity_TOC_RGB) - - deck_color = Quantity_Color(*COLOR_DECK, Quantity_TOC_RGB) - deck_texture_color = Quantity_Color(*COLOR_DECK_TEXTURE, Quantity_TOC_RGB) - - crash_barrier_color = Quantity_Color(*COLOR_CRASH_BARRIER, Quantity_TOC_RGB) - median_color = Quantity_Color(*COLOR_MEDIAN, Quantity_TOC_RGB) - railing_color = Quantity_Color(*COLOR_RAILING, Quantity_TOC_RGB) - - # Girders - for girder in cad["girders"]: - display.DisplayColoredShape(girder, girder_color, update=False) - - # Stiffeners - for stiffener in cad["stiffeners"]: - display.DisplayColoredShape(stiffener, stiffener_color, update=False) - - # Cross bracings - if "cross_bracings" in cad: - for brace in cad["cross_bracings"]: - display.DisplayColoredShape(brace, cross_bracing_color, update=False) - - # Deck slab - display.DisplayColoredShape( - cad["deck_slab"], - deck_color, - update=False - ) - - # Deck textures - for tex in cad["deck_textures"]: - display.DisplayColoredShape(tex, deck_texture_color, update=False) - - # Crash barriers - for barrier in cad["crash_barriers"]: - display.DisplayColoredShape(barrier, crash_barrier_color, update=False) - - # Median barriers - for median in cad.get("median_barriers", []): - display.DisplayColoredShape(median, median_color, update=False) - - # Railings - for railing in cad["railings"]: - display.DisplayColoredShape(railing, railing_color, update=False) - - - - display.FitAll() - start_display() - - -if __name__ == "__main__": - main() From 6fb5eed05376ed5d4d5e1f4b12b4d3699a27ce5b Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Thu, 12 Feb 2026 02:54:24 +0530 Subject: [PATCH 036/225] Fix and place the rolled beam end diaphragm behind the girder --- .../super_structure/cross_bracing/builder.py | 32 +++++++++++++------ .../plate_girder/cad_generator.py | 18 +++++------ 2 files changed, 31 insertions(+), 19 deletions(-) diff --git a/src/osdagbridge/core/bridge_components/super_structure/cross_bracing/builder.py b/src/osdagbridge/core/bridge_components/super_structure/cross_bracing/builder.py index 4a853333b..ff3f3058d 100644 --- a/src/osdagbridge/core/bridge_components/super_structure/cross_bracing/builder.py +++ b/src/osdagbridge/core/bridge_components/super_structure/cross_bracing/builder.py @@ -583,8 +583,11 @@ def _diaphragm_bracing(x, yL, yR, depth, tf, thickness, section_type, dims, skew Returns: list: List containing the diaphragm member shape """ - # Place at top of girder - z_top = depth / 2 + # Place exactly at the bottom of the girder top flange + # top edge of web is at +depth / 2 + # diaphragm is centered at gp_Pnt, so center = (top_edge) - (member_depth / 2) + member_depth = dims.get("depth", 100) + z_center = (depth / 2) - (member_depth / 2) def get_skew_x(y): """Calculate longitudinal offset due to skew.""" @@ -599,8 +602,8 @@ def get_skew_x(y): # Create horizontal diaphragm member return [ _create_diagonal_member( - gp_Pnt(x_l, yL, z_top), - gp_Pnt(x_r, yR, z_top), + gp_Pnt(x_l, yL, z_center), + gp_Pnt(x_r, yR, z_center), thickness, section_type, dims, @@ -656,7 +659,7 @@ def build_cross_bracings( total_width = (num_girders - 1) * girder_spacing # Loop through all bracing frames - for x in x_positions: + for idx_x, x in enumerate(x_positions): # Loop through all bays between girders for i in range(num_girders - 1): # Calculate lateral positions of left and right girders @@ -665,15 +668,26 @@ def build_cross_bracings( # Check if this is an end position (first or last frame) is_end = (x == x_positions[0] or x == x_positions[-1]) + is_first = (x == x_positions[0]) + is_last = (x == x_positions[-1]) # END DIAPHRAGM HANDLING if is_end: + # Apply longitudinal offset for end diaphragms + # Default offset if spacing is 0 + offset = end_diaphragm_spacing if end_diaphragm_spacing > 0 else 200.0 + + if is_first: + x_eff = x + offset + else: # is_last + x_eff = x - offset + if end_diaphragm_type == "Cross Bracing": # Use the same bracing type (X or K) as internal panels if bracing_type == "X": bracings.extend( _x_bracing( - x, yL, yR, + x_eff, yL, yR, girder_depth, flange_thickness, thickness, flange_width, section_type, section_dims, @@ -684,7 +698,7 @@ def build_cross_bracings( elif bracing_type == "K": bracings.extend( _k_bracing( - x, yL, yR, + x_eff, yL, yR, girder_depth, flange_thickness, thickness, flange_width, section_type, section_dims, @@ -708,7 +722,7 @@ def build_cross_bracings( bracings.extend( _diaphragm_bracing( - x, yL, yR, + x_eff, yL, yR, girder_depth, flange_thickness, thickness, "I_SECTION", @@ -733,7 +747,7 @@ def build_cross_bracings( bracings.extend( _diaphragm_bracing( - x, yL, yR, + x_eff, yL, yR, girder_depth, flange_thickness, thickness, "I_SECTION", diff --git a/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py b/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py index 640465ecc..839781d42 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py @@ -136,7 +136,7 @@ def __init__(self, bridge_type=KEY_MODULE_PG): self.bridge_type = bridge_type # GIRDER PARAMETERS - self.span_length_L = 10000 # Total span length (mm) + self.span_length_L = 25000 # Total span length (mm) self.girder_section_d = 900 # Clear web depth (mm) self.girder_section_bf = 500 # Top flange width (mm) @@ -174,7 +174,7 @@ def __init__(self, bridge_type=KEY_MODULE_PG): # RAILING PARAMETERS self.rail_count = 3 # Number of rails - self.railing_type = "rcc" # "rcc" or "steel" + self.railing_type = "steel" # "rcc" or "steel" # STIFFENER PARAMETERS self.stiffener_width = 200 # Stiffener width (mm) @@ -229,7 +229,7 @@ def __init__(self, bridge_type=KEY_MODULE_PG): # } # END DIAPHRAGM PARAMETERS - self.end_diaphragm_type = "Cross Bracing" # Options: "Cross Bracing", "Rolled Beam", "Welded Beam" + self.end_diaphragm_type = "Rolled Beam" # Options: "Cross Bracing", "Rolled Beam", "Welded Beam" # If using "Cross Bracing" type, end diaphragms will use the same @@ -241,9 +241,9 @@ def __init__(self, bridge_type=KEY_MODULE_PG): "depth": 800, "flange_width": 250, "web_thickness": 12, - "flange_thickness": 20 + "flange_thickness": 100 } - self.end_diaphragm_spacing = 0 + self.end_diaphragm_spacing = 200 # MAIN CAD GENERATION @@ -309,7 +309,7 @@ def _calculate_skew_offset(lateral_position, reference_position=0): Calculate longitudinal offset due to skew angle. This implements the plan-view geometric offset for skewed bridges: - longitudinal_shift = lateral_distance × tan(skew_angle) + longitudinal_shift = lateral_distance x tan(skew_angle) Args: lateral_position: Transverse position (Y-coordinate) @@ -401,10 +401,8 @@ def _calculate_skew_offset(lateral_position, reference_position=0): # STEP 4: CALCULATE REFERENCE Z-LEVELS # Bracing girder depth (for cross bracing placement) - bracing_girder_depth = ( - (self.girder_section_d / 2) + - self.girder_section_tf - ) + # Use clear web depth D, so top/bottom are at +/- D/2 + bracing_girder_depth = self.girder_section_d # Top of girder for deck placement girder_top_z = (self.girder_section_d / 2) + self.girder_section_tf From bd62b74fbe39b8b3ca613f1e1bbd230a0727621b Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Thu, 12 Feb 2026 23:54:33 +0530 Subject: [PATCH 037/225] Adjust metallic post and end-diaphragm offsets for skewed bridges --- .../super_structure/crash_barrier/builder.py | 30 +++++++++++-------- .../super_structure/cross_bracing/builder.py | 17 +++++++++-- .../super_structure/median/builder.py | 20 ++++++++----- 3 files changed, 45 insertions(+), 22 deletions(-) diff --git a/src/osdagbridge/core/bridge_components/super_structure/crash_barrier/builder.py b/src/osdagbridge/core/bridge_components/super_structure/crash_barrier/builder.py index 514b0a239..4d076e6ad 100644 --- a/src/osdagbridge/core/bridge_components/super_structure/crash_barrier/builder.py +++ b/src/osdagbridge/core/bridge_components/super_structure/crash_barrier/builder.py @@ -179,13 +179,25 @@ def get_skew_x(y): post_flange_thk = design_dict.get("post_flange_thickness", 7.8) post_offset_from_edge = design_dict.get("post_offset_from_edge", 75) # From outer edge - # Component spans from x_pos - post_web_thk/2 to x_pos + post_depth - post_web_thk/2 - # To keep within [0, length]: - # x_pos - post_web_thk/2 >= 0 => x_pos >= post_web_thk/2 - # x_pos + post_depth - post_web_thk/2 <= length => x_pos <= length - post_depth + post_web_thk/2 + # Calculate Post Y (Center of Post) + post_y_center = ( + -kerb_top_width / 2.0 + + post_offset_from_edge + + post_width / 2.0 + ) + + # SKEW ADJUSTMENT FOR POSTS/SPACERS + # Use absolute skew to ensure symmetric offsets for left/right alignment. + # We use the maximum possible kerb shift to ensure all parts stay inside. + skew_rad_abs = math.radians(abs(skew_angle)) + safe_skew_shift = (kerb_bottom_width / 2.0) * math.tan(skew_rad_abs) - start_x = post_web_thk / 2.0 - end_x = length - post_depth + post_web_thk / 2.0 + # Added end offset (margin) to stay well within deck + end_offset = 150.0 + total_start_offset = safe_skew_shift + end_offset + + start_x = total_start_offset + post_web_thk / 2.0 + end_x = length - total_start_offset - (post_depth - post_web_thk / 2.0) post_range = end_x - start_x if post_range < 0: @@ -230,12 +242,6 @@ def create_vertical_channel(h, d, w, tw, tf): # Spacer is to the Right of Post. # Beam is to the Right of Spacer. - # Calculate Post Y (Center of Post) - post_y_center = ( - -kerb_top_width / 2.0 - + post_offset_from_edge - + post_width / 2.0 - ) for i in range(num_posts): x_pos = start_x + (i * actual_spacing) diff --git a/src/osdagbridge/core/bridge_components/super_structure/cross_bracing/builder.py b/src/osdagbridge/core/bridge_components/super_structure/cross_bracing/builder.py index ff3f3058d..a671bc2ad 100644 --- a/src/osdagbridge/core/bridge_components/super_structure/cross_bracing/builder.py +++ b/src/osdagbridge/core/bridge_components/super_structure/cross_bracing/builder.py @@ -674,8 +674,21 @@ def build_cross_bracings( # END DIAPHRAGM HANDLING if is_end: # Apply longitudinal offset for end diaphragms - # Default offset if spacing is 0 - offset = end_diaphragm_spacing if end_diaphragm_spacing > 0 else 200.0 + # Base offset from parameters or default + base_offset = end_diaphragm_spacing if end_diaphragm_spacing > 0 else 200.0 + + # Skew-aware adjustment: + # Stiffeners are perpendicular to the girder axis (global Y in girder local coords). + # Diaphragms are skewed (parallel to skew). + # To clear the stiffener tip (which extends ~200mm from web), + # we need an extra shift equal to (stiffener_width * tan(skew)). + + # We use a hardcoded 200mm for stiffener width for now to match cad_generator defaults + stiffener_width = 300.0 + skew_rad = math.radians(abs(skew_angle)) + extra_offset = stiffener_width * math.tan(skew_rad) + + offset = base_offset + extra_offset if is_first: x_eff = x + offset diff --git a/src/osdagbridge/core/bridge_components/super_structure/median/builder.py b/src/osdagbridge/core/bridge_components/super_structure/median/builder.py index eab616b94..02aebe378 100644 --- a/src/osdagbridge/core/bridge_components/super_structure/median/builder.py +++ b/src/osdagbridge/core/bridge_components/super_structure/median/builder.py @@ -319,14 +319,18 @@ def make_w_beam_face(): spacers_combined = None beams_combined = None - # Calculate spacing range to keep posts/spacers within [0, length] - # Component spans from x_pos - tw/2 to x_pos + depth - tw/2 - # To keep within [0, length]: - # x_pos - tw/2 >= 0 => x_pos >= tw/2 - # x_pos + post_depth - tw/2 <= length => x_pos <= length - post_depth + tw/2 - - start_x = post_web_thk / 2.0 - end_x = length - post_depth + post_web_thk / 2.0 + # SKEW ADJUSTMENT FOR POSTS/SPACERS + # Use absolute skew to ensure symmetric offsets for left/right alignment. + # We use the maximum possible kerb shift to ensure all parts stay inside. + skew_rad_abs = math.radians(abs(skew_angle)) + safe_skew_shift = (kerb_top_width / 2.0 + 25.0) * math.tan(skew_rad_abs) + + # Added end offset (margin) to stay well within deck + end_offset = 150.0 + total_start_offset = safe_skew_shift + end_offset + + start_x = total_start_offset + post_web_thk / 2.0 + end_x = length - total_start_offset - (post_depth - post_web_thk / 2.0) post_range = end_x - start_x From 21a1fbd02e60391761880d7d8e35dcd1e7096544 Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Tue, 17 Feb 2026 02:50:14 +0530 Subject: [PATCH 038/225] Add multi components selection in the viewer --- src/osdagbridge/desktop/ui/cad_3d.py | 134 +++++++++++++++++---------- 1 file changed, 83 insertions(+), 51 deletions(-) diff --git a/src/osdagbridge/desktop/ui/cad_3d.py b/src/osdagbridge/desktop/ui/cad_3d.py index 5ac2047a0..6bf634154 100644 --- a/src/osdagbridge/desktop/ui/cad_3d.py +++ b/src/osdagbridge/desktop/ui/cad_3d.py @@ -3,6 +3,7 @@ - Embeds CustomViewer3d - Calls CAD generator +- Multi-select component visibility """ import sys @@ -370,56 +371,56 @@ def show_full_model(self): self.display.Repaint() - def isolate_component(self, component_key): + def update_component_visibility(self, selected_components): """ - Isolate a single bridge component using AIS visibility - Deck textures shown ONLY for Deck + Show/hide components based on multi-selection. + + Args: + selected_components: List of component keys that should be visible """ if not self._is_display_ready(): return context = self.viewer.context - # Hide all structural components - for ais_list in self.viewer.model_ais_objects.values(): + # Component key mappings (handles composite components) + component_map = { + "Crash Barrier": ["Crash Barrier", "Crash Barrier W-Beam"], + "Median": ["Median", "Median W-Beam"], + "Girder": ["Girder Web", "Girder Flange", "Support", "Stiffener"], + "Deck": ["Deck"], + "Cross Bracing": ["Cross Bracing"], + "Railing": ["Railing"], + "Stiffener": ["Stiffener"] + } + + # Collect all keys that should be visible + visible_keys = set() + for comp in selected_components: + if comp in component_map: + visible_keys.update(component_map[comp]) + + # Update visibility for all structural components + for key, ais_list in self.viewer.model_ais_objects.items(): + should_show = key in visible_keys for ais in ais_list: - context.Erase(ais, False) - - # Hide deck textures by default - for ais in getattr(self.viewer, "deck_texture_ais", []): - context.Erase(ais, False) - - # Show selected component - if component_key == "Crash Barrier": - for key in ("Crash Barrier", "Crash Barrier W-Beam"): - for ais in self.viewer.model_ais_objects.get(key, []): + if should_show: context.Display(ais, False) + else: + context.Erase(ais, False) - elif component_key == "Median": - for key in ("Median", "Median W-Beam"): - for ais in self.viewer.model_ais_objects.get(key, []): - context.Display(ais, False) - - - elif component_key == "Girder": - for key in ("Girder Web", "Girder Flange", "Support"): - for ais in self.viewer.model_ais_objects.get(key, []): - context.Display(ais, False) - - else: - for ais in self.viewer.model_ais_objects.get(component_key, []): - context.Display(ais, False) - - # Show deck textures ONLY if Deck is selected - if component_key == "Deck": - for ais in getattr(self.viewer, "deck_texture_ais", []): + # Handle deck textures (show only if Deck is selected) + show_deck_textures = "Deck" in selected_components + for ais in getattr(self.viewer, "deck_texture_ais", []): + if show_deck_textures: context.Display(ais, False) + else: + context.Erase(ais, False) self.display.FitAll() self.display.Repaint() - def regenerate_bridge(self): self.load_bridge() @@ -427,7 +428,7 @@ def regenerate_bridge(self): class BridgeComponentCheckbox(QWidget): """ - Horizontal component selector + Horizontal component selector with multi-select capability """ def __init__(self, parent: CAD3DWindow): super().__init__(parent) @@ -446,7 +447,7 @@ def __init__(self, parent: CAD3DWindow): self.components = [ - ("Model", None), + ("Model", None), # Special: shows full model ("Girder", "Girder"), ("Deck", "Deck"), ("Cross Bracing", "Cross Bracing"), @@ -474,27 +475,58 @@ def __init__(self, parent: CAD3DWindow): def _on_click(self, component_key, clicked_cb, checked): """ - Enforce single selection (Osdag behavior) + Handle multi-select logic: + - "Model" is exclusive (unchecks all others) + - Other components can be multi-selected + - Selecting any component unchecks "Model" """ - if checked: - # Uncheck all others - for cb in self.checkboxes: - if cb != clicked_cb: + model_cb = self.checkboxes[0] # "Model" checkbox + + if component_key is None: # "Model" clicked + if checked: + # Uncheck all other components + for cb in self.checkboxes[1:]: cb.blockSignals(True) cb.setChecked(False) cb.blockSignals(False) - - # if none is selected -> then full model - if component_key is None: self.parent.show_full_model() else: - self.parent.isolate_component(component_key) + # Don't allow unchecking Model if nothing else is selected + if not any(cb.isChecked() for cb in self.checkboxes[1:]): + clicked_cb.blockSignals(True) + clicked_cb.setChecked(True) + clicked_cb.blockSignals(False) + + else: # Component clicked + if checked: + # Uncheck "Model" when selecting a specific component + model_cb.blockSignals(True) + model_cb.setChecked(False) + model_cb.blockSignals(False) + else: + # If all components are unchecked, check "Model" + if not any(cb.isChecked() for cb in self.checkboxes): + model_cb.blockSignals(True) + model_cb.setChecked(True) + model_cb.blockSignals(False) + self.parent.show_full_model() + return + + # Update visibility based on selected components + selected = [ + key for cb, (_, key) in zip(self.checkboxes[1:], self.components[1:]) + if cb.isChecked() and key is not None + ] + + if selected: + self.parent.update_component_visibility(selected) + else: + # If nothing selected, show full model + model_cb.blockSignals(True) + model_cb.setChecked(True) + model_cb.blockSignals(False) + self.parent.show_full_model() - else: - # Prevent "no selection" state - clicked_cb.blockSignals(True) - clicked_cb.setChecked(True) - clicked_cb.blockSignals(False) def main(): app = QApplication(sys.argv) @@ -504,4 +536,4 @@ def main(): if __name__ == "__main__": - main() + main() \ No newline at end of file From 278b094f46025d9b4fdc6a39e14e4504c04f2a60 Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Tue, 17 Feb 2026 02:51:49 +0530 Subject: [PATCH 039/225] Add option of selecting different sections for top, bottom and diagonal members for cross-bracings and end-diaphragm --- .../super_structure/cross_bracing/builder.py | 212 ++++++++++++------ .../plate_girder/cad_generator.py | 140 ++++++++---- 2 files changed, 240 insertions(+), 112 deletions(-) diff --git a/src/osdagbridge/core/bridge_components/super_structure/cross_bracing/builder.py b/src/osdagbridge/core/bridge_components/super_structure/cross_bracing/builder.py index a671bc2ad..b42ec2b8a 100644 --- a/src/osdagbridge/core/bridge_components/super_structure/cross_bracing/builder.py +++ b/src/osdagbridge/core/bridge_components/super_structure/cross_bracing/builder.py @@ -45,7 +45,7 @@ def _create_angle_section(length, leg_h, leg_w, thickness): thickness: Thickness of the angle Returns: - TopoDS_Shape: The angle section at origin + TopoDS_Shape: The angle section centered at origin """ # Create two perpendicular legs # Vertical leg (longer) @@ -57,7 +57,13 @@ def _create_angle_section(length, leg_h, leg_w, thickness): # Fuse the two legs to form L-shape angle = BRepAlgoAPI_Fuse(leg1, leg2).Shape() - return angle + # Center the section at origin (similar to channel and double angle sections) + # The angle should be centered around the X-axis + # Move it so the inner corner is at the centroid + trsf = gp_Trsf() + trsf.SetTranslation(gp_Vec(-length / 2, -leg_w / 2, -leg_h / 2)) + + return BRepBuilderAPI_Transform(angle, trsf, True).Shape() def _create_channel_section(length, depth, flange_width, web_thickness, flange_thickness): @@ -409,8 +415,11 @@ def _create_diagonal_member(p1, p2, thickness, section_type, dims, roll_sign): # BRACING PATTERN FUNCTIONS -def _x_bracing(x, yL, yR, depth, tf, thickness, flange_w, - section_type, dims, bracket, skew_angle=0): +def _x_bracing(x, yL, yR, depth, tf, flange_w, + diagonal_thickness, diagonal_section_type, diagonal_dims, + top_chord_thickness, top_chord_section_type, top_chord_dims, + bottom_chord_thickness, bottom_chord_section_type, bottom_chord_dims, + bracket, skew_angle=0): """ Create X-bracing pattern between two girders. @@ -423,10 +432,20 @@ def _x_bracing(x, yL, yR, depth, tf, thickness, flange_w, yR: Right girder lateral position depth: Girder depth tf: Flange thickness - thickness: Bracing member thickness flange_w: Flange width - section_type: Section type for bracing - dims: Section dimensions + + diagonal_thickness: Thickness of diagonal members + diagonal_section_type: Section type for diagonal members + diagonal_dims: Section dimensions for diagonal members + + top_chord_thickness: Thickness of top chord/bracket + top_chord_section_type: Section type for top chord/bracket + top_chord_dims: Section dimensions for top chord/bracket + + bottom_chord_thickness: Thickness of bottom chord/bracket + bottom_chord_section_type: Section type for bottom chord/bracket + bottom_chord_dims: Section dimensions for bottom chord/bracket + bracket: Bracket option ("NONE", "UPPER", "LOWER", "BOTH") skew_angle: Bridge skew angle in degrees @@ -447,46 +466,50 @@ def get_skew_x(y): x_l = x + get_skew_x(yL) x_r = x + get_skew_x(yR) - # Create main X-diagonals + # Create main X-diagonals using diagonal section braces = [ # Left TOP → Right BOTTOM diagonal _create_diagonal_member( gp_Pnt(x_l, yL, z_top), gp_Pnt(x_r, yR, z_bot), - thickness, section_type, dims, +1 + diagonal_thickness, diagonal_section_type, diagonal_dims, +1 ), # Left BOTTOM → Right TOP diagonal _create_diagonal_member( gp_Pnt(x_l, yL, z_bot), gp_Pnt(x_r, yR, z_top), - thickness, section_type, dims, -1 + diagonal_thickness, diagonal_section_type, diagonal_dims, -1 ) ] - # Add optional brackets + # Add optional bottom bracket using bottom chord section if bracket in ("LOWER", "BOTH"): braces.append( _create_diagonal_member( gp_Pnt(x_l, yL, z_bot), gp_Pnt(x_r, yR, z_bot), - thickness, section_type, dims, +1 + bottom_chord_thickness, bottom_chord_section_type, bottom_chord_dims, +1 ) ) + # Add optional top bracket using top chord section if bracket in ("UPPER", "BOTH"): braces.append( _create_diagonal_member( gp_Pnt(x_l, yL, z_top), gp_Pnt(x_r, yR, z_top), - thickness, section_type, dims, +1 + top_chord_thickness, top_chord_section_type, top_chord_dims, +1 ) ) return braces -def _k_bracing(x, yL, yR, depth, tf, thickness, flange_w, - section_type, dims, top_bracket, skew_angle=0): +def _k_bracing(x, yL, yR, depth, tf, flange_w, + diagonal_thickness, diagonal_section_type, diagonal_dims, + top_chord_thickness, top_chord_section_type, top_chord_dims, + bottom_chord_thickness, bottom_chord_section_type, bottom_chord_dims, + top_bracket, skew_angle=0): """ Create K-bracing pattern between two girders. @@ -499,10 +522,20 @@ def _k_bracing(x, yL, yR, depth, tf, thickness, flange_w, yR: Right girder lateral position depth: Girder depth tf: Flange thickness - thickness: Bracing member thickness flange_w: Flange width - section_type: Section type for bracing - dims: Section dimensions + + diagonal_thickness: Thickness of diagonal members + diagonal_section_type: Section type for diagonal members + diagonal_dims: Section dimensions for diagonal members + + top_chord_thickness: Thickness of top chord/bracket + top_chord_section_type: Section type for top chord/bracket + top_chord_dims: Section dimensions for top chord/bracket + + bottom_chord_thickness: Thickness of bottom chord/bracket + bottom_chord_section_type: Section type for bottom chord/bracket + bottom_chord_dims: Section dimensions for bottom chord/bracket + top_bracket: Whether to include top horizontal bracket skew_angle: Bridge skew angle in degrees @@ -529,33 +562,33 @@ def get_skew_x(y): # Create K-pattern members braces = [ - # Left TOP → Middle BOTTOM diagonal + # Left TOP → Middle BOTTOM diagonal (using diagonal section) _create_diagonal_member( gp_Pnt(x_l, yL, z_top), gp_Pnt(x_m, ym, z_bot), - thickness, section_type, dims, +1 + diagonal_thickness, diagonal_section_type, diagonal_dims, +1 ), - # Right TOP → Middle BOTTOM diagonal + # Right TOP → Middle BOTTOM diagonal (using diagonal section) _create_diagonal_member( gp_Pnt(x_r, yR, z_top), gp_Pnt(x_m, ym, z_bot), - thickness, section_type, dims, -1 + diagonal_thickness, diagonal_section_type, diagonal_dims, -1 ), - # Bottom horizontal (mandatory for K-bracing) + # Bottom horizontal (mandatory for K-bracing, using bottom chord section) _create_diagonal_member( gp_Pnt(x_l, yL, z_bot), gp_Pnt(x_r, yR, z_bot), - thickness, section_type, dims, +1 + bottom_chord_thickness, bottom_chord_section_type, bottom_chord_dims, +1 ) ] - # Add optional top bracket + # Add optional top bracket using top chord section if top_bracket: braces.append( _create_diagonal_member( gp_Pnt(x_l, yL, z_top), gp_Pnt(x_r, yR, z_top), - thickness, section_type, dims, +1 + top_chord_thickness, top_chord_section_type, top_chord_dims, +1 ) ) @@ -624,11 +657,23 @@ def build_cross_bracings( flange_thickness, flange_width, - # Bracing configuration + # Internal bracing configuration bracing_type, # "X" or "K" - section_type, # "ANGLE", "CHANNEL", "DOUBLE_ANGLE", etc. - section_dims, # Dictionary with section dimensions - thickness, # Member thickness + + # Diagonal member configuration + diagonal_section_type, + diagonal_section_dims, + diagonal_thickness, + + # Top chord/bracket configuration + top_chord_section_type, + top_chord_section_dims, + top_chord_thickness, + + # Bottom chord/bracket configuration + bottom_chord_section_type, + bottom_chord_section_dims, + bottom_chord_thickness, # Spacing and options panel_spacing, # Spacing between bracing frames @@ -638,9 +683,27 @@ def build_cross_bracings( # End diaphragm configuration end_diaphragm_type="Cross Bracing", # "Cross Bracing", "Rolled Beam", "Welded Beam" - end_diaphragm_section="I_SECTION", # Section type for diaphragm - end_diaphragm_dims=None, # Custom dimensions for diaphragm - end_diaphragm_spacing=0 + end_diaphragm_bracing_type=None, # If None, use bracing_type + + # End diaphragm diagonal configuration + end_diaphragm_diagonal_section_type=None, # If None, error + end_diaphragm_diagonal_section_dims=None, + end_diaphragm_diagonal_thickness=None, + + # End diaphragm top chord configuration + end_diaphragm_top_chord_section_type=None, + end_diaphragm_top_chord_section_dims=None, + end_diaphragm_top_chord_thickness=None, + + # End diaphragm bottom chord configuration + end_diaphragm_bottom_chord_section_type=None, + end_diaphragm_bottom_chord_section_dims=None, + end_diaphragm_bottom_chord_thickness=None, + + # For Rolled/Welded beam diaphragms + end_diaphragm_section="I_SECTION", + end_diaphragm_dims=None, + end_diaphragm_spacing=0 ): bracings = [] @@ -696,25 +759,39 @@ def build_cross_bracings( x_eff = x - offset if end_diaphragm_type == "Cross Bracing": - # Use the same bracing type (X or K) as internal panels - if bracing_type == "X": + # Use end diaphragm section configurations + if end_diaphragm_bracing_type == "X": bracings.extend( _x_bracing( x_eff, yL, yR, - girder_depth, flange_thickness, - thickness, flange_width, - section_type, section_dims, + girder_depth, flange_thickness, flange_width, + end_diaphragm_diagonal_thickness, + end_diaphragm_diagonal_section_type, + end_diaphragm_diagonal_section_dims, + end_diaphragm_top_chord_thickness, + end_diaphragm_top_chord_section_type, + end_diaphragm_top_chord_section_dims, + end_diaphragm_bottom_chord_thickness, + end_diaphragm_bottom_chord_section_type, + end_diaphragm_bottom_chord_section_dims, bracket_option, skew_angle=skew_angle ) ) - elif bracing_type == "K": + elif end_diaphragm_bracing_type == "K": bracings.extend( _k_bracing( x_eff, yL, yR, - girder_depth, flange_thickness, - thickness, flange_width, - section_type, section_dims, + girder_depth, flange_thickness, flange_width, + end_diaphragm_diagonal_thickness, + end_diaphragm_diagonal_section_type, + end_diaphragm_diagonal_section_dims, + end_diaphragm_top_chord_thickness, + end_diaphragm_top_chord_section_type, + end_diaphragm_top_chord_section_dims, + end_diaphragm_bottom_chord_thickness, + end_diaphragm_bottom_chord_section_type, + end_diaphragm_bottom_chord_section_dims, top_bracket, skew_angle=skew_angle ) @@ -722,22 +799,18 @@ def build_cross_bracings( elif end_diaphragm_type == "Rolled Beam": # Use I-section for rolled beam diaphragm - diaphragm_dims = end_diaphragm_dims if end_diaphragm_dims is not None else section_dims - - # Validate dimensions or use defaults - if "depth" not in diaphragm_dims or "flange_width" not in diaphragm_dims: - diaphragm_dims = { - "depth": girder_depth * 0.8, - "flange_width": 200, - "web_thickness": 10, - "flange_thickness": 15 - } + diaphragm_dims = end_diaphragm_dims if end_diaphragm_dims is not None else { + "depth": girder_depth * 0.8, + "flange_width": 200, + "web_thickness": 10, + "flange_thickness": 15 + } bracings.extend( _diaphragm_bracing( x_eff, yL, yR, girder_depth, flange_thickness, - thickness, + diagonal_thickness, "I_SECTION", diaphragm_dims, skew_angle=skew_angle @@ -747,22 +820,27 @@ def build_cross_bracings( elif end_diaphragm_type == "Welded Beam": # Use I-section for welded beam diaphragm # Welded beams can have different proportions than rolled - diaphragm_dims = end_diaphragm_dims if end_diaphragm_dims is not None else section_dims + diaphragm_dims = end_diaphragm_dims if end_diaphragm_dims is not None else { + "depth": girder_depth * 0.85, + "flange_width": 250, + "web_thickness": 12, + "flange_thickness": 20 + } # Validate dimensions or use defaults (slightly larger than rolled) if "depth" not in diaphragm_dims or "flange_width" not in diaphragm_dims: diaphragm_dims = { - "depth": girder_depth * 0.85, # Slightly deeper - "flange_width": 250, # Wider flange - "web_thickness": 12, # Thicker web - "flange_thickness": 20 # Thicker flange + "depth": girder_depth * 0.85, + "flange_width": 250, + "web_thickness": 12, + "flange_thickness": 20 } bracings.extend( _diaphragm_bracing( x_eff, yL, yR, girder_depth, flange_thickness, - thickness, + diagonal_thickness, "I_SECTION", diaphragm_dims, skew_angle=skew_angle @@ -772,14 +850,15 @@ def build_cross_bracings( continue # INTERNAL BRACING HANDLING - # Build normal X or K bracing for internal panels + # Build normal X or K bracing for internal panels using separate sections if bracing_type == "X": bracings.extend( _x_bracing( x, yL, yR, - girder_depth, flange_thickness, - thickness, flange_width, - section_type, section_dims, + girder_depth, flange_thickness, flange_width, + diagonal_thickness, diagonal_section_type, diagonal_section_dims, + top_chord_thickness, top_chord_section_type, top_chord_section_dims, + bottom_chord_thickness, bottom_chord_section_type, bottom_chord_section_dims, bracket_option, skew_angle=skew_angle ) @@ -789,9 +868,10 @@ def build_cross_bracings( bracings.extend( _k_bracing( x, yL, yR, - girder_depth, flange_thickness, - thickness, flange_width, - section_type, section_dims, + girder_depth, flange_thickness, flange_width, + diagonal_thickness, diagonal_section_type, diagonal_section_dims, + top_chord_thickness, top_chord_section_type, top_chord_section_dims, + bottom_chord_thickness, bottom_chord_section_type, bottom_chord_section_dims, top_bracket, skew_angle=skew_angle ) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py b/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py index 839781d42..7344949c1 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py @@ -160,8 +160,8 @@ def __init__(self, bridge_type=KEY_MODULE_PG): self.railing_width = 300 # Railing width (mm) # CRASH BARRIER PARAMETERS - self.barrier_type = "Rigid" # "Rigid", "Semi-Rigid", or "Flexible" - self.crash_barrier_subtype = "IRC-5R" # Specific barrier design + self.barrier_type = "Semi-Rigid" # "Rigid", "Semi-Rigid", or "Flexible" + self.crash_barrier_subtype = "Double W-beam" # Specific barrier design # Options: # - Rigid: "IRC-5R", "High Containment" @@ -174,7 +174,7 @@ def __init__(self, bridge_type=KEY_MODULE_PG): # RAILING PARAMETERS self.rail_count = 3 # Number of rails - self.railing_type = "steel" # "rcc" or "steel" + self.railing_type = "rcc" # "rcc" or "steel" # STIFFENER PARAMETERS self.stiffener_width = 200 # Stiffener width (mm) @@ -186,64 +186,80 @@ def __init__(self, bridge_type=KEY_MODULE_PG): # CROSS BRACING PARAMETERS self.cross_bracing_spacing = 4000 # Spacing between bracing frames (mm) - self.cross_bracing_thickness = 5 # Bracing member thickness (mm) self.bracing_type = "K" # "X" or "K" self.x_bracket_option = "BOTH" # For X-bracing: "NONE", "UPPER", "LOWER", "BOTH" self.k_top_bracket = True # For K-bracing: include top bracket - # Section configuration - Choose one of the following: - - # OPTION 1: CHANNEL section (current default) - # self.cross_bracing_section_type = "CHANNEL" - # self.cross_bracing_section_dims = { - # "depth": 100, - # "flange_width": 50, - # "web_thickness": 5, - # "flange_thickness": 7 - # } - - # OPTION 2: DOUBLE_ANGLE section (uncomment to use) - self.cross_bracing_section_type = "DOUBLE_ANGLE" - self.cross_bracing_section_dims = { + # Diagonal members section configuration + self.diagonal_section_type = "ANGLE" + self.diagonal_section_dims = { "leg_h": 100, # Vertical leg height (longer leg) "leg_w": 50, # Horizontal leg width (shorter leg) "connection_type": "LONGER_LEG" # "LONGER_LEG" or "SHORTER_LEG" } - - - # OPTION 3: ANGLE section (uncomment to use) - # self.cross_bracing_section_type = "ANGLE" - # self.cross_bracing_section_dims = { - # "leg_h": 100, # Vertical leg height - # "leg_w": 50 # Horizontal leg width - # } - - # OPTION 4: DOUBLE_CHANNEL section (uncomment to use) - # self.cross_bracing_section_type = "DOUBLE_CHANNEL" - # self.cross_bracing_section_dims = { - # "depth": 100, - # "flange_width": 50, - # "web_thickness": 5, - # "flange_thickness": 7 - # } + self.diagonal_thickness = 5 # Diagonal member thickness (mm) + + # Top chord/bracket section configuration + self.top_chord_section_type = "ANGLE" + self.top_chord_section_dims = { + "leg_h": 80, + "leg_w": 40, + "connection_type": "LONGER_LEG" + } + self.top_chord_thickness = 5 # Top chord thickness (mm) + + # Bottom chord/bracket section configuration + self.bottom_chord_section_type = "ANGLE" + self.bottom_chord_section_dims = { + "leg_h": 80, + "leg_w": 40, + "connection_type": "LONGER_LEG" + } + self.bottom_chord_thickness = 5 # Bottom chord thickness (mm) # END DIAPHRAGM PARAMETERS - self.end_diaphragm_type = "Rolled Beam" # Options: "Cross Bracing", "Rolled Beam", "Welded Beam" - - - # If using "Cross Bracing" type, end diaphragms will use the same - # section as cross_bracing_section_type and cross_bracing_section_dims + self.end_diaphragm_type = "Cross Bracing" # Options: "Cross Bracing", "Rolled Beam", "Welded Beam" + self.end_diaphragm_spacing = 100 # Longitudinal offset from bridge ends (mm) + + # For "Cross Bracing" type end diaphragms - separate section configuration + self.end_diaphragm_bracing_type = "K" # "X" or "K" + + # End diaphragm diagonal members + self.end_diaphragm_diagonal_section_type = "ANGLE" + self.end_diaphragm_diagonal_section_dims = { + "leg_h": 100, + "leg_w": 50, + "connection_type": "LONGER_LEG" + } + self.end_diaphragm_diagonal_thickness = 5 + + # End diaphragm top chord + self.end_diaphragm_top_chord_section_type = "ANGLE" + self.end_diaphragm_top_chord_section_dims = { + "leg_h": 80, + "leg_w": 40, + "connection_type": "LONGER_LEG" + } + self.end_diaphragm_top_chord_thickness = 5 + + # End diaphragm bottom chord + self.end_diaphragm_bottom_chord_section_type = "ANGLE" + self.end_diaphragm_bottom_chord_section_dims = { + "leg_h": 80, + "leg_w": 40, + "connection_type": "LONGER_LEG" + } + self.end_diaphragm_bottom_chord_thickness = 5 - # If using "Rolled Beam" or "Welded Beam", these parameters are used: + # For "Rolled Beam" or "Welded Beam" types (unchanged) self.end_diaphragm_section = "I_SECTION" self.end_diaphragm_dims = { "depth": 800, "flange_width": 250, "web_thickness": 12, "flange_thickness": 100 - } - self.end_diaphragm_spacing = 200 + } # MAIN CAD GENERATION @@ -417,17 +433,49 @@ def _calculate_skew_offset(lateral_position, reference_position=0): flange_thickness=self.girder_section_tf, flange_width=self.girder_section_bf, + # Internal bracing configuration bracing_type=self.bracing_type, - section_type=self.cross_bracing_section_type, - section_dims=self.cross_bracing_section_dims, - thickness=self.cross_bracing_thickness, + + # Diagonal members + diagonal_section_type=self.diagonal_section_type, + diagonal_section_dims=self.diagonal_section_dims, + diagonal_thickness=self.diagonal_thickness, + + # Top chord/bracket + top_chord_section_type=self.top_chord_section_type, + top_chord_section_dims=self.top_chord_section_dims, + top_chord_thickness=self.top_chord_thickness, + + # Bottom chord/bracket + bottom_chord_section_type=self.bottom_chord_section_type, + bottom_chord_section_dims=self.bottom_chord_section_dims, + bottom_chord_thickness=self.bottom_chord_thickness, panel_spacing=self.cross_bracing_spacing, bracket_option=self.x_bracket_option, top_bracket=self.k_top_bracket, skew_angle=self.skew_angle, + # End diaphragm configuration end_diaphragm_type=self.end_diaphragm_type, + end_diaphragm_bracing_type=self.end_diaphragm_bracing_type, + + # End diaphragm diagonal members + end_diaphragm_diagonal_section_type=self.end_diaphragm_diagonal_section_type, + end_diaphragm_diagonal_section_dims=self.end_diaphragm_diagonal_section_dims, + end_diaphragm_diagonal_thickness=self.end_diaphragm_diagonal_thickness, + + # End diaphragm top chord + end_diaphragm_top_chord_section_type=self.end_diaphragm_top_chord_section_type, + end_diaphragm_top_chord_section_dims=self.end_diaphragm_top_chord_section_dims, + end_diaphragm_top_chord_thickness=self.end_diaphragm_top_chord_thickness, + + # End diaphragm bottom chord + end_diaphragm_bottom_chord_section_type=self.end_diaphragm_bottom_chord_section_type, + end_diaphragm_bottom_chord_section_dims=self.end_diaphragm_bottom_chord_section_dims, + end_diaphragm_bottom_chord_thickness=self.end_diaphragm_bottom_chord_thickness, + + # For Rolled/Welded beam diaphragms end_diaphragm_section=self.end_diaphragm_section, end_diaphragm_dims=self.end_diaphragm_dims, end_diaphragm_spacing=self.end_diaphragm_spacing From ea9d5704885515722a23472e83a7117467b0e2b5 Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Tue, 17 Feb 2026 19:23:19 +0530 Subject: [PATCH 040/225] Add option of selecting number and thickness of end bearings --- .../super_structure/plate_girder/builder.py | 119 +++++++++--------- .../plate_girder/cad_generator.py | 22 ++-- 2 files changed, 76 insertions(+), 65 deletions(-) diff --git a/src/osdagbridge/core/bridge_components/super_structure/plate_girder/builder.py b/src/osdagbridge/core/bridge_components/super_structure/plate_girder/builder.py index 75b1910d4..739c44311 100644 --- a/src/osdagbridge/core/bridge_components/super_structure/plate_girder/builder.py +++ b/src/osdagbridge/core/bridge_components/super_structure/plate_girder/builder.py @@ -20,6 +20,10 @@ ) +# END STIFFENER SPACING +END_STIFFENER_SPACING = 50.0 # Spacing between end stiffener pairs (mm) + + # Helper geometry utilities ( def _make_edge(p1, p2): @@ -123,11 +127,12 @@ def build_plate_girder_geometry( T_fb, # Bottom flange thickness B_ft, # Top flange width B_fb, # Bottom flange width - stiffener_spacing, # Space between each stiffener plate - T_is, # Stiffener thickness - chamfer_length, # Triangular chamfer length - include_end_stiffeners=False, # Whether to include end stiffeners - T_es=None # End stiffener thickness + include_intermediate_stiffeners=True, # Whether to include intermediate stiffeners + intermediate_stiffener_spacing=750, # Space between intermediate stiffeners (mm) + intermediate_stiffener_thickness=20, # Intermediate stiffener thickness (mm) + chamfer_length=40, # Triangular chamfer length + num_end_stiffener_pairs=2, # Number of end stiffener pairs on each end + T_es=25 # End stiffener thickness (mm) ): """ Geometry-only Plate Girder builder for Osdag Bridge. @@ -167,71 +172,34 @@ def build_plate_girder_geometry( w_dir=w_dir ) - # Stiffeners (intermediate only, no end stiffeners) + # Stiffeners stiffeners = [] eff_depth = D - T_ft - T_fb stiff_width = (min(B_ft, B_fb) - tw) / 2 - num_panels = max(1, int(length // stiffener_spacing)) + # Intermediate stiffeners (only if enabled) + if include_intermediate_stiffeners: + num_panels = max(1, int(length // intermediate_stiffener_spacing)) - start_y = 0.0 - end_y = length - - if include_end_stiffeners: + # Calculate exclusion zone for end stiffeners end_stiffener_gap = T_es / 2.0 - start_y = end_stiffener_gap + 50.0 - end_y = length - (end_stiffener_gap + 50.0) - - - for i in range(1, num_panels): - y = i * stiffener_spacing - - if y <= start_y or y >= end_y: - continue - - stiffeners.append( - _create_stiffener_plate( - position=[ tw / 2, y, 0 ], - width=stiff_width, - height=D, - thickness=T_is, - chamfer=chamfer_length, - side="right" - ) - ) + end_stiffener_zone = end_stiffener_gap + (num_end_stiffener_pairs - 1) * END_STIFFENER_SPACING + END_STIFFENER_SPACING + start_y = end_stiffener_zone + end_y = length - end_stiffener_zone - stiffeners.append( - _create_stiffener_plate( - position=[ -tw / 2, y, 0 ], - width=stiff_width, - height=D, - thickness=T_is, - chamfer=chamfer_length, - side="left" - ) - ) - # End stiffeners - if include_end_stiffeners: - if T_es is None: - T_es = T_is + for i in range(1, num_panels): + y = i * intermediate_stiffener_spacing - end_stiffener_gap = (T_es / 2.0) + if y <= start_y or y >= end_y: + continue - end_positions = [ - end_stiffener_gap, - end_stiffener_gap + 50.0, - length - (end_stiffener_gap + 50.0), - length - end_stiffener_gap, - ] - - for y in end_positions: stiffeners.append( _create_stiffener_plate( position=[ tw / 2, y, 0 ], width=stiff_width, height=D, - thickness=T_es, + thickness=intermediate_stiffener_thickness, chamfer=chamfer_length, side="right" ) @@ -242,12 +210,51 @@ def build_plate_girder_geometry( position=[ -tw / 2, y, 0 ], width=stiff_width, height=D, - thickness=T_es, + thickness=intermediate_stiffener_thickness, chamfer=chamfer_length, side="left" ) ) + # End stiffeners (always present) + end_stiffener_gap = (T_es / 2.0) + + # Generate positions for the specified number of pairs + end_positions = [] + + # Left end stiffeners + for i in range(num_end_stiffener_pairs): + y_pos = end_stiffener_gap + i * END_STIFFENER_SPACING + end_positions.append(y_pos) + + # Right end stiffeners + for i in range(num_end_stiffener_pairs): + y_pos = length - end_stiffener_gap - i * END_STIFFENER_SPACING + end_positions.append(y_pos) + + for y in end_positions: + stiffeners.append( + _create_stiffener_plate( + position=[ tw / 2, y, 0 ], + width=stiff_width, + height=D, + thickness=T_es, + chamfer=chamfer_length, + side="right" + ) + ) + + stiffeners.append( + _create_stiffener_plate( + position=[ -tw / 2, y, 0 ], + width=stiff_width, + height=D, + thickness=T_es, + chamfer=chamfer_length, + side="left" + ) + ) + # SUPPORTS supports_tri = [] diff --git a/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py b/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py index 7344949c1..a30b0aa3c 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py @@ -177,12 +177,15 @@ def __init__(self, bridge_type=KEY_MODULE_PG): self.railing_type = "rcc" # "rcc" or "steel" # STIFFENER PARAMETERS - self.stiffener_width = 200 # Stiffener width (mm) - self.stiffener_length = 10 # Stiffener length (mm) - - # End stiffener configuration - self.include_end_stiffeners = True # Include end stiffeners - self.end_stiffener_thickness = 25 # End stiffener thickness (mm) + + # Intermediate stiffener configuration + self.include_intermediate_stiffeners = True # Include intermediate stiffeners + self.intermediate_stiffener_spacing = 750 # Spacing between intermediate stiffeners (mm) + self.intermediate_stiffener_thickness = 20 # Intermediate stiffener thickness (mm) + + # End stiffener configuration + self.num_end_stiffener_pairs = 4 # Number of end stiffener pairs on each end + self.end_stiffener_thickness = 20 # End stiffener thickness (mm) # CROSS BRACING PARAMETERS self.cross_bracing_spacing = 4000 # Spacing between bracing frames (mm) @@ -351,10 +354,11 @@ def _calculate_skew_offset(lateral_position, reference_position=0): T_fb=self.girder_section_tf_b, B_ft=self.girder_section_bf, B_fb=self.girder_section_bf_b, - stiffener_spacing=750, - T_is=20, + include_intermediate_stiffeners=self.include_intermediate_stiffeners, + intermediate_stiffener_spacing=self.intermediate_stiffener_spacing, + intermediate_stiffener_thickness=self.intermediate_stiffener_thickness, chamfer_length=40, - include_end_stiffeners=self.include_end_stiffeners, + num_end_stiffener_pairs=self.num_end_stiffener_pairs, T_es=self.end_stiffener_thickness ) From 67ffd3e1073c4c2a21393e15a12414525ba35e11 Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Thu, 19 Feb 2026 00:57:35 +0530 Subject: [PATCH 041/225] Add outstand option for intermediate and end stiffeners --- .../super_structure/plate_girder/builder.py | 48 ++++++++++++++++--- 1 file changed, 42 insertions(+), 6 deletions(-) diff --git a/src/osdagbridge/core/bridge_components/super_structure/plate_girder/builder.py b/src/osdagbridge/core/bridge_components/super_structure/plate_girder/builder.py index 739c44311..0458dd40a 100644 --- a/src/osdagbridge/core/bridge_components/super_structure/plate_girder/builder.py +++ b/src/osdagbridge/core/bridge_components/super_structure/plate_girder/builder.py @@ -132,7 +132,13 @@ def build_plate_girder_geometry( intermediate_stiffener_thickness=20, # Intermediate stiffener thickness (mm) chamfer_length=40, # Triangular chamfer length num_end_stiffener_pairs=2, # Number of end stiffener pairs on each end - T_es=25 # End stiffener thickness (mm) + T_es=25, # End stiffener thickness (mm) + intermediate_stiffener_outstand=None, # Custom outstand for intermediate stiffeners + end_stiffener_outstand=None, # Custom outstand for end stiffeners + include_longitudinal_stiffeners=False, # Whether to include longitudinal stiffeners + num_longitudinal_stiffeners=1, # Number of longitudinal stiffeners (1 or 2) + longitudinal_stiffener_thickness=20, # Thickness of longitudinal stiffeners (mm) + longitudinal_stiffener_outstand=None # Custom outstand for longitudinal stiffeners ): """ Geometry-only Plate Girder builder for Osdag Bridge. @@ -175,7 +181,12 @@ def build_plate_girder_geometry( # Stiffeners stiffeners = [] eff_depth = D - T_ft - T_fb - stiff_width = (min(B_ft, B_fb) - tw) / 2 + + # Calculate default outstand if not provided + default_stiff_width = (min(B_ft, B_fb) - tw) / 2 + + int_stiff_width = intermediate_stiffener_outstand if intermediate_stiffener_outstand is not None else default_stiff_width + end_stiff_width = end_stiffener_outstand if end_stiffener_outstand is not None else default_stiff_width # Intermediate stiffeners (only if enabled) if include_intermediate_stiffeners: @@ -197,7 +208,7 @@ def build_plate_girder_geometry( stiffeners.append( _create_stiffener_plate( position=[ tw / 2, y, 0 ], - width=stiff_width, + width=int_stiff_width, height=D, thickness=intermediate_stiffener_thickness, chamfer=chamfer_length, @@ -208,7 +219,7 @@ def build_plate_girder_geometry( stiffeners.append( _create_stiffener_plate( position=[ -tw / 2, y, 0 ], - width=stiff_width, + width=int_stiff_width, height=D, thickness=intermediate_stiffener_thickness, chamfer=chamfer_length, @@ -236,7 +247,7 @@ def build_plate_girder_geometry( stiffeners.append( _create_stiffener_plate( position=[ tw / 2, y, 0 ], - width=stiff_width, + width=end_stiff_width, height=D, thickness=T_es, chamfer=chamfer_length, @@ -247,7 +258,7 @@ def build_plate_girder_geometry( stiffeners.append( _create_stiffener_plate( position=[ -tw / 2, y, 0 ], - width=stiff_width, + width=end_stiff_width, height=D, thickness=T_es, chamfer=chamfer_length, @@ -255,6 +266,31 @@ def build_plate_girder_geometry( ) ) + # Longitudinal Stiffeners + if include_longitudinal_stiffeners: + long_stiff_width = longitudinal_stiffener_outstand if longitudinal_stiffener_outstand is not None else default_stiff_width + + # Calculate vertical positions from the web top (D/2) + heights = [] + if num_longitudinal_stiffeners == 1: + # 1/3 height from web top + heights.append(D / 2 - D / 3) + elif num_longitudinal_stiffeners == 2: + # 1/3 and 2/3 height from web top + heights.append(D / 2 - D / 3) + heights.append(D / 2 - 2 * D / 3) + + for h in heights: + long_stiff = _make_plate( + origin=np.array([tw / 2 + long_stiff_width / 2, length / 2, h]), + length=long_stiff_width, + width=length, + thickness=longitudinal_stiffener_thickness, + u_dir=np.array([0., 0., 1.]), # Thickness along Z + w_dir=np.array([0., 1., 0.]) # Length along Y + ) + stiffeners.append(long_stiff) + # SUPPORTS supports_tri = [] From 396a57105d1c238fc62790b9d45417c8b8edeff4 Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Thu, 19 Feb 2026 01:22:38 +0530 Subject: [PATCH 042/225] Add longitudinal stiffeners with outstand option --- .../super_structure/plate_girder/builder.py | 8 ++++-- .../plate_girder/cad_generator.py | 26 ++++++++++++++----- 2 files changed, 26 insertions(+), 8 deletions(-) diff --git a/src/osdagbridge/core/bridge_components/super_structure/plate_girder/builder.py b/src/osdagbridge/core/bridge_components/super_structure/plate_girder/builder.py index 0458dd40a..d1933ac2b 100644 --- a/src/osdagbridge/core/bridge_components/super_structure/plate_girder/builder.py +++ b/src/osdagbridge/core/bridge_components/super_structure/plate_girder/builder.py @@ -270,6 +270,10 @@ def build_plate_girder_geometry( if include_longitudinal_stiffeners: long_stiff_width = longitudinal_stiffener_outstand if longitudinal_stiffener_outstand is not None else default_stiff_width + # Start after the first end stiffener and end before the last one + long_stiff_start = T_es + long_stiff_len = length - 2 * long_stiff_start + # Calculate vertical positions from the web top (D/2) heights = [] if num_longitudinal_stiffeners == 1: @@ -282,9 +286,9 @@ def build_plate_girder_geometry( for h in heights: long_stiff = _make_plate( - origin=np.array([tw / 2 + long_stiff_width / 2, length / 2, h]), + origin=np.array([tw / 2 + long_stiff_width / 2, long_stiff_start, h]), length=long_stiff_width, - width=length, + width=long_stiff_len, thickness=longitudinal_stiffener_thickness, u_dir=np.array([0., 0., 1.]), # Thickness along Z w_dir=np.array([0., 1., 0.]) # Length along Y diff --git a/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py b/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py index a30b0aa3c..c007fb511 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py @@ -180,17 +180,25 @@ def __init__(self, bridge_type=KEY_MODULE_PG): # Intermediate stiffener configuration self.include_intermediate_stiffeners = True # Include intermediate stiffeners - self.intermediate_stiffener_spacing = 750 # Spacing between intermediate stiffeners (mm) + self.intermediate_stiffener_spacing = 2000 # Spacing between intermediate stiffeners (mm) self.intermediate_stiffener_thickness = 20 # Intermediate stiffener thickness (mm) + self.intermediate_stiffener_outstand = None # outstand for intermediate stiffeners # End stiffener configuration self.num_end_stiffener_pairs = 4 # Number of end stiffener pairs on each end - self.end_stiffener_thickness = 20 # End stiffener thickness (mm) + self.end_stiffener_thickness = 30 # End stiffener thickness (mm) + self.end_stiffener_outstand = None # outstand for end stiffeners + + # Longitudinal stiffener configuration + self.include_longitudinal_stiffeners = True # Whether to include longitudinal stiffeners + self.num_longitudinal_stiffeners = 2 # Number of longitudinal stiffeners (1 or 2) + self.longitudinal_stiffener_thickness = 20 # Thickness of longitudinal stiffeners (mm) + self.longitudinal_stiffener_outstand = None # outstand for longitudinal stiffeners # CROSS BRACING PARAMETERS self.cross_bracing_spacing = 4000 # Spacing between bracing frames (mm) - self.bracing_type = "K" # "X" or "K" + self.bracing_type = "X" # "X" or "K" self.x_bracket_option = "BOTH" # For X-bracing: "NONE", "UPPER", "LOWER", "BOTH" self.k_top_bracket = True # For K-bracing: include top bracket @@ -204,7 +212,7 @@ def __init__(self, bridge_type=KEY_MODULE_PG): self.diagonal_thickness = 5 # Diagonal member thickness (mm) # Top chord/bracket section configuration - self.top_chord_section_type = "ANGLE" + self.top_chord_section_type = "DOUBLE_CHANNEL" self.top_chord_section_dims = { "leg_h": 80, "leg_w": 40, @@ -238,7 +246,7 @@ def __init__(self, bridge_type=KEY_MODULE_PG): self.end_diaphragm_diagonal_thickness = 5 # End diaphragm top chord - self.end_diaphragm_top_chord_section_type = "ANGLE" + self.end_diaphragm_top_chord_section_type = "CHANNEL" self.end_diaphragm_top_chord_section_dims = { "leg_h": 80, "leg_w": 40, @@ -359,7 +367,13 @@ def _calculate_skew_offset(lateral_position, reference_position=0): intermediate_stiffener_thickness=self.intermediate_stiffener_thickness, chamfer_length=40, num_end_stiffener_pairs=self.num_end_stiffener_pairs, - T_es=self.end_stiffener_thickness + T_es=self.end_stiffener_thickness, + intermediate_stiffener_outstand=self.intermediate_stiffener_outstand, + end_stiffener_outstand=self.end_stiffener_outstand, + include_longitudinal_stiffeners=self.include_longitudinal_stiffeners, + num_longitudinal_stiffeners=self.num_longitudinal_stiffeners, + longitudinal_stiffener_thickness=self.longitudinal_stiffener_thickness, + longitudinal_stiffener_outstand=self.longitudinal_stiffener_outstand ) # STEP 2: PLACE MULTIPLE GIRDERS WITH SKEW OFFSET From a7bab29699fea2a898d8b9360dac253e3538ec48 Mon Sep 17 00:00:00 2001 From: AdityaWagh06 Date: Thu, 19 Feb 2026 04:12:06 +0530 Subject: [PATCH 043/225] feat: implement loading module with custom load integration --- .../ui_fields_additional_input.py | 697 ++++++++++++++++++ .../desktop/ui/dialogs/additional_inputs.py | 76 +- .../desktop/ui/dialogs/tabs/loading_tab.py | 105 ++- .../tabs/sub_tabs/loading/custom_load_tab.py | 625 ++++++++++++---- .../tabs/sub_tabs/loading/live_load_tab.py | 579 +++++++++++---- .../sub_tabs/loading/load_combination_tab.py | 559 ++++++++++---- .../sub_tabs/loading/permanent_load_tab.py | 190 ++++- .../tabs/sub_tabs/loading/seismic_load_tab.py | 371 ++++++---- .../sub_tabs/loading/temperature_load_tab.py | 195 +++-- .../tabs/sub_tabs/loading/wind_load_tab.py | 414 +++++++---- 10 files changed, 2897 insertions(+), 914 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields_additional_input.py b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields_additional_input.py index 94b1f0502..ea4eed544 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields_additional_input.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields_additional_input.py @@ -413,6 +413,703 @@ } ], } +PERMANENT_LOAD_TAB_SCHEMA = { + "id": "permanent_load_tab", + "label_width": 220, + "sections": [ + { + "title": "Dead Load (DL):", + "fields": [ + { + "id": "include_self_weight", + "label": "Include Member Self Weight:", + "type": "combo", + "choices": ["Yes", "No"], + "default": "Yes", + "bind": "include_self_weight_combo", + }, + { + "id": "self_weight_factor", + "label": "Self-weight factor:", + "type": "line", + "validator": {"type": "double_range", "bottom": 0.0, "top": 10.0, "decimals": 2}, + "default": "1.00", + "bind": "self_weight_factor_input", + }, + { + "id": "include_deck_weight", + "label": "Include Concrete Deck Weight:", + "type": "combo", + "choices": ["Yes", "No"], + "default": "Yes", + "bind": "include_deck_weight_combo", + }, + ], + }, + { + "title": "Dead Load for Surfacing (DW):", + "fields": [ + { + "id": "include_wearing_course", + "label": "Include Load from Wearing Course:", + "type": "combo", + "choices": ["Yes", "No"], + "default": "Yes", + "bind": "include_wearing_course_combo", + }, + ], + }, + { + "title": "Super-Imposed Dead Load (SIDL):", + "fields": [ + { + "id": "include_crash_barrier", + "label": "Include Load from Crash Barrier:", + "type": "combo", + "choices": ["Yes", "No"], + "default": "Yes", + "bind": "include_crash_barrier_combo", + }, + { + "id": "include_median", + "label": "Include Load from Median:", + "type": "combo", + "choices": ["Yes", "No"], + "default": "Yes", + "bind": "include_median_combo", + }, + { + "id": "include_railing", + "label": "Include Load from Railing:", + "type": "combo", + "choices": ["Yes", "No"], + "default": "Yes", + "bind": "include_railing_combo", + }, + ], + }, + ], +} + +LIVE_LOAD_TAB_SCHEMA = { + "id": "live_load_tab", + "label_width": 220, + "field_width": 180, + "field_height": 28, + "sections": [ + { + "id": "irc_vehicles_section", + "title": "Vehicles from IRC 6:", + "type": "checkbox_list", + "items": [ + "Class A", + "Class 70R Wheeled", + "Class 70R Tracked", + "Class AA Wheeled", + "Class AA Tracked", + "Class SV", + "Fatigue Truck", + ], + "bind": "irc_vehicle_checkboxes", + "default_checked": True, + }, + { + "id": "custom_vehicle_section", + "title": "Custom Vehicle:", + "type": "custom_vehicle_table", + "bind": "custom_vehicle_table", + "add_button_bind": "custom_vehicle_add_button", + }, + { + "id": "braking_section", + "title": "Braking Load from Vehicles:", + "type": "dynamic_checkbox_list", + "bind": "braking_vehicle_checkboxes", + "default_checked": True, + }, + { + "id": "eccentricity", + "label": "Eccentricity from top of Deck (m):", + "type": "line", + "validator": {"type": "double_range", "bottom": 0.0, "top": 100.0, "decimals": 2}, + "default": "0.00", + "bind": "eccentricity_input", + }, + { + "id": "footpath_pressure", + "label": "Footpath Pressure (kN/mm²):", + "type": "mode_line", + "mode_choices": ["Automatic", "User-defined"], + "default_mode": "Automatic", + "bind_mode": "footpath_mode_combo", + "bind_value": "footpath_value_input", + "default_value": "5.00", + "mode_width": 120, + "value_width": 80, + "on_mode_change": "_on_footpath_mode_changed", + }, + ], + "description": { + "title": "Description Box", + "text": ( + "or on any other type of bridge unit shall be assumed to have the following value:\n\n" + "a) In the case of a single lane or a two lane bridge: twenty percent of the first train " + "load plus ten percent of the load of the succeeding trains or part thereof, the train " + "loads in one lane only being considered for the purpose of this subclause. Where the " + "entire first train is not on the full span, the braking force shall be taken as equal to " + "twenty percent of the loads actually on the span or continuous unit of spans.\n" + "b) In the case of bridges having more than two lanes: as in (a) above for the first two " + "lanes plus five percent of the loads on the lanes in excess of two." + ), + }, +} + +SEISMIC_LOAD_TAB_SCHEMA = { + "id": "seismic_load_tab", + "label_width": 220, + "field_width": 180, + "field_height": 28, + "sections": [ + { + "id": "seismic_inputs_section", + "title": "Seismic/Earthquake Load (EL) Inputs:", + "type": "input_group", + "fields": [ + { + "id": "seismic_zone", + "label": "Seismic Zone:", + "type": "combo", + "choices": ["II", "III", "IV", "V"], + "default": "II", + "bind": "seismic_zone_combo", + }, + { + "id": "importance_factor", + "label": "Importance Factor:", + "type": "line", + "default": "1.0", + "bind": "importance_factor_input", + }, + { + "id": "soil_type", + "label": "Type of Soil:", + "type": "combo", + "choices": [ + "Type I – Rocky or Hard", + "Type II – Medium Soil", + "Type III – Soft Soil", + ], + "default": "Type I – Rocky or Hard Soil", + "bind": "soil_type_combo", + }, + { + "id": "time_period", + "label": "Time Period:", + "type": "line", + "bind": "time_period_input", + }, + { + "id": "damping", + "label": "Damping Percentage:", + "type": "line", + "default": "2", + "bind": "damping_input", + }, + { + "id": "response_reduction_factor", + "label": "Response Reduction Factor:", + "type": "combo", + "choices": ["1", "2", "3", "4", "5"], + "default": "1", + "bind": "response_factor_combo", + }, + { + "id": "dead_load_seismic", + "label": "Dead Load for Seismic Force (kN):", + "type": "mode_line", + "mode_choices": ["Automatic", "Custom"], + "default_mode": "Automatic", + "bind_mode": "dead_load_seismic_combo", + "bind_value": "dead_load_custom_input", + "placeholder": "Custom Value", + "on_mode_change": "_toggle_seismic_custom_inputs", + }, + { + "id": "live_load_seismic", + "label": "Live Load for Seismic Force (kN):", + "type": "mode_line", + "mode_choices": ["Automatic", "Custom"], + "default_mode": "Automatic", + "bind_mode": "live_load_seismic_combo", + "bind_value": "live_load_custom_input", + "placeholder": "Custom Value", + "on_mode_change": "_toggle_seismic_custom_inputs", + }, + ], + }, + { + "id": "computed_values_section", + "title": "Computed Values", + "type": "computed_group", + "fields": [ + { + "id": "zone_factor", + "label": "Zone Factor:", + "type": "computed", + "bind": "zone_factor", + }, + { + "id": "spectral_coeff", + "label": "Spectral Acceleration Coefficient:", + "type": "computed", + "bind": "spectral_coeff", + }, + { + "id": "horizontal_coeff", + "label": "Horizontal Seismic Coefficient:", + "type": "computed", + "bind": "horizontal_coeff", + }, + { + "id": "vertical_coeff", + "label": "Vertical Seismic Coefficient:", + "type": "computed", + "bind": "vertical_coeff", + }, + ], + }, + ], + "description": { + "title": "Description Box", + "text": ( + "Importance factor for normal, important, and critical bridges.\n\n" + "Seismic zone factors are defined according to IRC 6 specifications.\n\n" + "The spectral acceleration coefficient depends on soil type and time period." + ), + }, +} + +WIND_LOAD_TAB_SCHEMA = { + "id": "wind_load_tab", + "label_width": 260, + "field_width": 140, + "field_height": 28, + "sections": [ + { + "id": "wind_inputs_section", + "title": "Wind Load (WL) Inputs:", + "type": "input_group", + "fields": [ + { + "id": "basic_wind_speed", + "label": "Basic Wind Speed (m/s):", + "type": "line", + "bind": "basic_wind_speed_input", + }, + { + "id": "avg_exposed_height", + "label": "Average Exposed Height (m):", + "type": "line", + "default": "10", + "placeholder": "10", + "bind": "avg_exposed_height_input", + }, + { + "id": "terrain_type", + "label": "Type of Terrain:", + "type": "combo", + "choices": ["Plain Terrain", "Terrain with Obstructions"], + "default": "Plain Terrain", + "bind": "terrain_type_combo", + }, + { + "id": "site_topography", + "label": "Site Topography:", + "type": "combo", + "choices": ["Flat", "Hill, ridge, escarpment or cliff"], + "default": "Flat", + "bind": "site_topography_combo", + }, + { + "id": "gust_factor", + "label": "Gust Factor, G:", + "type": "mode_line", + "mode_choices": ["Automatic", "Custom"], + "default_mode": "Automatic", + "bind_mode": "gust_factor_combo", + "bind_value": "gust_factor_value", + "default_value": "2", + "placeholder": "2", + "on_mode_change": "_toggle_wind_custom_input", + }, + { + "id": "drag_coeff", + "label": "Drag Coefficient, CD:", + "type": "mode_line", + "mode_choices": ["Automatic", "Custom"], + "default_mode": "Automatic", + "bind_mode": "drag_coeff_combo", + "bind_value": "drag_coeff_value", + "placeholder": "Custom Value", + "on_mode_change": "_toggle_wind_custom_input", + }, + { + "id": "drag_coeff_ll", + "label": "Drag Coefficient against Live Load, CDLL:", + "type": "mode_line", + "mode_choices": ["Automatic", "Custom"], + "default_mode": "Automatic", + "bind_mode": "drag_coeff_ll_combo", + "bind_value": "drag_coeff_ll_value", + "default_value": "1.2", + "placeholder": "1.2", + "on_mode_change": "_toggle_wind_custom_input", + }, + { + "id": "lift_coeff", + "label": "Lift Coefficient, CL:", + "type": "mode_line", + "mode_choices": ["Automatic", "Custom"], + "default_mode": "Automatic", + "bind_mode": "lift_coeff_combo", + "bind_value": "lift_coeff_value", + "default_value": "0.75", + "placeholder": "0.75", + "on_mode_change": "_toggle_wind_custom_input", + }, + { + "id": "super_area_elev", + "label": "Superstructure Area in Elevation (m²):", + "type": "mode_line", + "mode_choices": ["Automatic", "Custom"], + "default_mode": "Automatic", + "bind_mode": "super_area_elev_combo", + "bind_value": "super_area_elev_value", + "placeholder": "Custom Value", + "on_mode_change": "_toggle_wind_custom_input", + }, + { + "id": "super_area_plain", + "label": "Superstructure Area in Plain (m²):", + "type": "mode_line", + "mode_choices": ["Automatic", "Custom"], + "default_mode": "Automatic", + "bind_mode": "super_area_plain_combo", + "bind_value": "super_area_plain_value", + "placeholder": "Custom Value", + "on_mode_change": "_toggle_wind_custom_input", + }, + { + "id": "exposed_frontal_area", + "label": "Exposed Frontal Area of Live Load (m²):", + "type": "mode_line", + "mode_choices": ["Automatic", "Custom"], + "default_mode": "Automatic", + "bind_mode": "exposed_frontal_area_combo", + "bind_value": "exposed_frontal_area_value", + "placeholder": "Custom Value", + "on_mode_change": "_toggle_wind_custom_input", + }, + { + "id": "wind_ecc_deck", + "label": "Wind Load Eccentricity from Top of Deck (m):", + "type": "mode_line", + "mode_choices": ["Automatic", "Custom"], + "default_mode": "Automatic", + "bind_mode": "wind_ecc_deck_combo", + "bind_value": "wind_ecc_deck_value", + "placeholder": "Custom Value", + "on_mode_change": "_toggle_wind_custom_input", + }, + { + "id": "wind_ll_ecc", + "label": "Wind on Live Load Eccentricity from Top of Deck (m):", + "type": "mode_line", + "mode_choices": ["Automatic", "Custom"], + "default_mode": "Automatic", + "bind_mode": "wind_ll_ecc_combo", + "bind_value": "wind_ll_ecc_value", + "placeholder": "Custom Value", + "on_mode_change": "_toggle_wind_custom_input", + }, + ], + }, + { + "id": "computed_values_section", + "title": "Computed Values", + "type": "computed_group", + "fields": [ + { + "id": "hourly_mean_wind", + "label": "Hourly Mean Wind Speed (m/s):", + "type": "computed", + "bind": "hourly_mean_wind", + }, + { + "id": "hourly_wind_pressure", + "label": "Hourly Wind Pressure N/m²:", + "type": "computed", + "bind": "hourly_wind_pressure", + }, + { + "id": "transverse_wind_force", + "label": "Transverse Wind Force N:", + "type": "computed", + "bind": "transverse_wind_force", + }, + { + "id": "longitudinal_wind_force", + "label": "Longitudinal Wind Force N:", + "type": "computed", + "bind": "longitudinal_wind_force", + }, + { + "id": "vertical_wind_force", + "label": "Vertical Wind Force N:", + "type": "computed", + "bind": "vertical_wind_force", + }, + { + "id": "transverse_wind_ll", + "label": "Transverse Wind Force on Live Load N:", + "type": "computed", + "bind": "transverse_wind_ll", + }, + { + "id": "longitudinal_wind_ll", + "label": "Longitudinal Wind Force on Live Load N:", + "type": "computed", + "bind": "longitudinal_wind_ll", + }, + ], + }, + ], + "description": { + "title": "Description Box", + "text": ( + "Wind load calculations per IRC 6 specifications.\n\n" + "The basic wind speed should be obtained from relevant meteorological data.\n\n" + "Gust factor accounts for wind fluctuations.\n\n" + "Note: Wind load eccentricity values should be negative for positions below the deck." + ), + }, +} + +TEMPERATURE_LOAD_TAB_SCHEMA = { + "id": "temperature_load_tab", + "label_width": 240, + "field_width": 140, + "sections": [ + { + "id": "temperature_inputs_section", + "title": "Temperature Load (TL) Inputs for Evaluation per IRC6", + "type": "input_group", + "fields": [ + { + "id": "highest_max_temp", + "label": "Highest Maximum Air Temperature\n(°C):", + "type": "line", + "placeholder": "From Project Location", + "bind": "highest_max_temp_input", + "validator": {"type": "double_range", "bottom": -50.0, "top": 100.0, "decimals": 2}, + }, + { + "id": "lowest_min_temp", + "label": "Lowest Minimum Air Temperature\n(°C):", + "type": "line", + "placeholder": "From Project Location", + "bind": "lowest_min_temp_input", + "validator": {"type": "double_range", "bottom": -50.0, "top": 100.0, "decimals": 2}, + }, + { + "id": "thermal_coeff_steel", + "label": "Coefficient of Thermal Expansion for Steel\n(1/°C):", + "type": "line", + "default": "12.0e-6", + "bind": "thermal_coeff_steel_input", + "validator": {"type": "double_range", "bottom": 0.0, "top": 1.0, "decimals": 8}, + }, + { + "id": "thermal_coeff_rcc", + "label": "Coefficient of Thermal Expansion for RCC\n(1/°C):", + "type": "line", + "default": "12.0e-6", + "bind": "thermal_coeff_rcc_input", + "validator": {"type": "double_range", "bottom": 0.0, "top": 1.0, "decimals": 8}, + }, + ], + }, + { + "id": "bridge_temp_range_section", + "title": "Range of Effective Bridge Temperature:", + "type": "output_group", + "fields": [ + { + "id": "bridge_temp_min", + "label": "Minimum (°C):", + "type": "line", + "read_only": True, + "bind": "bridge_temp_min_input", + }, + { + "id": "bridge_temp_max", + "label": "Maximum (°C):", + "type": "line", + "read_only": True, + "bind": "bridge_temp_max_input", + }, + ], + }, + { + "id": "temp_design_section", + "title": "Temperature for Design:", + "type": "output_group", + "fields": [ + { + "id": "temp_rise", + "label": "Rise (°C):", + "type": "line", + "read_only": True, + "bind": "temp_rise_input", + }, + { + "id": "temp_fall", + "label": "Fall (°C):", + "type": "line", + "read_only": True, + "bind": "temp_fall_input", + }, + ], + }, + ], +} + +CUSTOM_LOAD_TAB_SCHEMA = { + "id": "custom_load_tab", + "label_width": 260, + "field_width": 140, + "load_case_choices": [ + "DL", "DW", "SIDL", "LL", "EL", "WL", "TL", "Custom" + ], + "load_type_choices": ["Point", "Line", "Area"], + "fields": { + "load_case": { + "id": "custom_load_case", + "label": "Load Case:", + "type": "combo", + "bind": "custom_load_case_combo", + }, + "custom_load_case_name": { + "id": "custom_load_case_name", + "label": "", # Hidden label, uses spacer + "type": "line", + "placeholder": "custom", + "bind": "custom_load_case_name_input", + "enabled": False, + }, + "load_type": { + "id": "custom_load_type", + "label": "Load Type:", + "type": "combo", + "bind": "custom_load_type_combo", + }, + "point_left": { + "id": "custom_point_left", + "label": "Distance from Left Edge of Bridge (m):", + "type": "line", + "bind": "custom_point_left_input", + "validator": {"type": "double_range", "bottom": 0.0, "top": 1000.0, "decimals": 3}, + }, + "point_bearing": { + "id": "custom_point_bearing", + "label": "Distance from Center Line of Bearing (m):", + "type": "line", + "bind": "custom_point_bearing_input", + "validator": {"type": "double_range", "bottom": -1000.0, "top": 1000.0, "decimals": 3}, + }, + "line_left_start": { + "id": "custom_line_left_start", + "label": "Distance from Left Edge of Bridge (m):", + "sub_label": "Start", + "type": "line", + "bind": "custom_line_left_start", + "field_width": 70, + "validator": {"type": "double_range", "bottom": 0.0, "top": 1000.0, "decimals": 3}, + }, + "line_left_end": { + "id": "custom_line_left_end", + "sub_label": "End", + "type": "line", + "bind": "custom_line_left_end", + "field_width": 70, + "validator": {"type": "double_range", "bottom": 0.0, "top": 1000.0, "decimals": 3}, + }, + "line_bearing_start": { + "id": "custom_line_bearing_start", + "label": "Distance from Center Line of Bearing (m):", + "sub_label": "Start", + "type": "line", + "bind": "custom_line_bearing_start", + "field_width": 70, + "validator": {"type": "double_range", "bottom": -1000.0, "top": 1000.0, "decimals": 3}, + }, + "line_bearing_end": { + "id": "custom_line_bearing_end", + "sub_label": "End", + "type": "line", + "bind": "custom_line_bearing_end", + "field_width": 70, + "validator": {"type": "double_range", "bottom": -1000.0, "top": 1000.0, "decimals": 3}, + }, + }, +} + +LOAD_COMBINATION_TAB_SCHEMA = { + "id": "load_combination_tab", + "label_width": 280, + "rows": [ + { + "fields": [ + { + "id": "auto_include_irc6", + "label": "Auto include all IRC 6 Load Combinations", + "type": "checkbox", + "bind": "auto_include_checkbox", + } + ] + }, + ], + "controls": [ + { + "id": "add", + "label": "Add", + "type": "button", + "bind": "load_combo_add_btn", + "width": 60, + }, + { + "id": "edit", + "label": "Edit", + "type": "button", + "bind": "load_combo_edit_btn", + "width": 60, + }, + { + "id": "delete", + "label": "Delete", + "type": "button", + "bind": "load_combo_delete_btn", + "width": 60, + }, + { + "id": "default", + "label": "Default", + "type": "button", + "bind": "load_combo_default_btn", + "width": 60, + }, + ], +} SUPPORT_CONDITIONS_SCHEMA = { "id": "support_conditions", diff --git a/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py b/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py index 5e47d4b82..76dc48078 100644 --- a/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py +++ b/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py @@ -222,70 +222,36 @@ def _create_schema_widget(self, field_def, field_width): return widget def _apply_defaults(self): + + """Apply default values to all tabs""" + if hasattr(self, "typical_section_tab") and hasattr(self.typical_section_tab, "reset_defaults"): self.typical_section_tab.reset_defaults() + if hasattr(self, "section_properties_tab") and hasattr(self.section_properties_tab, "reset_defaults"): self.section_properties_tab.reset_defaults() - if not (hasattr(self, "typical_section_tab") or hasattr(self, "section_properties_tab")): - self._show_placeholder_message("Defaults") - - def _save_inputs(self): - """ - Save additional inputs and close dialog. - Data will be collected by template_page via get_all_values(). - """ - self.accept() - - def get_all_values(self): - """ - Return CAD-relevant numeric values from Additional Inputs. - This is consumed by InputDock / template_page. - """ - - from osdagbridge.core.utils.common import ( - KEY_NO_OF_GIRDERS, - KEY_GIRDER_SPACING, - KEY_DECK_OVERHANG, - KEY_DECK_THICKNESS, - KEY_FOOTPATH_WIDTH, - KEY_FOOTPATH_THICKNESS, - KEY_CROSS_BRACING_SPACING, - ) - - values = {} - - # ---- Typical Section tab ---- - ts = self.typical_section_tab - - if hasattr(ts, "no_of_girders") and ts.no_of_girders.text(): - values[KEY_NO_OF_GIRDERS] = int(float(ts.no_of_girders.text())) - - if hasattr(ts, "girder_spacing") and ts.girder_spacing.text(): - values[KEY_GIRDER_SPACING] = float(ts.girder_spacing.text()) - - if hasattr(ts, "deck_overhang") and ts.deck_overhang.text(): - values[KEY_DECK_OVERHANG] = float(ts.deck_overhang.text()) - if hasattr(ts, "deck_thickness") and ts.deck_thickness.text(): - values[KEY_DECK_THICKNESS] = float(ts.deck_thickness.text()) + if hasattr(self, "loading_tab"): + self.loading_tab.reset_defaults() - if hasattr(ts, "footpath_width") and ts.footpath_width.text(): - values[KEY_FOOTPATH_WIDTH] = float(ts.footpath_width.text()) + for i in range(self.loading_tab.load_tabs.count()): + tab = self.loading_tab.load_tabs.widget(i) + if hasattr(tab, "reset_defaults"): + tab.reset_defaults() - if hasattr(ts, "footpath_thickness") and ts.footpath_thickness.text(): - values[KEY_FOOTPATH_THICKNESS] = float(ts.footpath_thickness.text()) - - # ---- Cross bracing spacing (Section Properties tab) ---- - try: - bracing_tab = self.section_properties_tab.cross_bracing_details_tab - if hasattr(bracing_tab, "bracing_spacing") and bracing_tab.bracing_spacing.text(): - values[KEY_CROSS_BRACING_SPACING] = float(bracing_tab.bracing_spacing.text()) - except Exception: - pass - - return values + if hasattr(self, "typical_section_tab") and hasattr(self.typical_section_tab, "reset_defaults"): + self.typical_section_tab.reset_defaults() + if hasattr(self, "section_properties_tab") and hasattr(self.section_properties_tab, "reset_defaults"): + self.section_properties_tab.reset_defaults() + if not (hasattr(self, "typical_section_tab") or hasattr(self, "section_properties_tab")): + self._show_placeholder_message("Defaults") + def _save_inputs(self): + saved = {} + if hasattr(self, "section_properties_tab") and hasattr(self.section_properties_tab, "save_properties"): + saved.update(self.section_properties_tab.save_properties() or {}) + # No popup; silently succeed for now def _build_sections_from_schema(self, parent_layout, sections, heading_style, label_style, field_width): for section in sections: diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/loading_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/loading_tab.py index c15942f10..864deb9b3 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/loading_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/loading_tab.py @@ -30,9 +30,17 @@ class LoadingTab(QWidget): def __init__(self, parent=None): super().__init__(parent) + + # REQUIRED for Live Load defaults (MUST be before _build_ui) + self.irc_vehicle_checkboxes = [] + self.irc_vehicle_labels = [] + self.braking_vehicle_checkboxes = [] + self.braking_vehicle_labels = [] + self.custom_vehicle_dialog = CustomVehicleDialog(self) self.custom_load_items = [] self.load_combo_items = [] + self._build_ui() def _build_ui(self): @@ -42,22 +50,50 @@ def _build_ui(self): self.load_tabs = QTabWidget() self.load_tabs.setDocumentMode(True) + + self.load_tabs.setUsesScrollButtons(True) + self.load_tabs.tabBar().setExpanding(False) + + self.load_tabs.setMovable(False) + self.load_tabs.setStyleSheet( - "QTabWidget::pane { border: none; background: #f5f5f5; }" - "QTabBar::tab { background: #e8e8e8; color: #4b4b4b; border: 1px solid #cfcfcf;" - " border-bottom: none; padding: 8px 20px; margin-right: 2px; min-width: 120px;" - " font-size: 11px; }" - "QTabBar::tab:selected { background: #90AF13; color: #ffffff; font-weight: bold; }" - "QTabBar::tab:!selected { margin-top: 2px; }" - ) + "QTabBar::scroller {" + " width: 24px;" + "}" + + "QTabBar::right-arrow {" + " image: none;" + " border: none;" + " background: transparent;" + "}" + + "QTabBar::left-arrow {" + " image: none;" + " border: none;" + " background: transparent;" + "}" + + "QTabBar::left-arrow:!enabled {" + " width: 0px;" + "}" - self.load_tabs.addTab(PermanentLoadTab(self), "Permanent Load") - self.load_tabs.addTab(LiveLoadTab(self), "Live Load") - self.load_tabs.addTab(SeismicLoadTab(self), "Seismic Load") - self.load_tabs.addTab(WindLoadTab(self), "Wind Load") - self.load_tabs.addTab(TemperatureLoadTab(self), "Temperature Load") - self.load_tabs.addTab(CustomLoadTab(self), "Custom Load") - self.load_tabs.addTab(LoadCombinationTab(self), "Load Combination") + ) + self.permanent_load_tab = PermanentLoadTab(self) + self.live_load_tab = LiveLoadTab(self) + self.seismic_load_tab = SeismicLoadTab(self) + self.wind_load_tab = WindLoadTab(self) + self.temperature_load_tab = TemperatureLoadTab(self) + self.custom_load_tab = CustomLoadTab(self) + self.load_combination_tab = LoadCombinationTab(self) + + self.load_tabs.addTab(self.permanent_load_tab, "Permanent Load") + self.load_tabs.addTab(self.live_load_tab, "Live Load") + self.load_tabs.addTab(self.seismic_load_tab, "Seismic Load") + self.load_tabs.addTab(self.wind_load_tab, "Wind Load") + self.load_tabs.addTab(self.temperature_load_tab, "Temperature Load") + self.load_tabs.addTab(self.custom_load_tab, "Custom Load") + self.load_tabs.addTab(self.load_combination_tab, "Load Combination") + layout.addWidget(self.load_tabs) @@ -131,6 +167,16 @@ def _add_checkbox_section(self, parent_layout, title, items): ) checkbox = QCheckBox() checkbox.setChecked(False) + + # Store references for Live Load defaults + if "Vehicles from IRC 6" in title: + self.irc_vehicle_checkboxes.append(checkbox) + self.irc_vehicle_labels.append(label) + + elif "Braking Load" in title: + self.braking_vehicle_checkboxes.append(checkbox) + self.braking_vehicle_labels.append(label) + grid.addWidget(label, row, 0, Qt.AlignLeft | Qt.AlignVCenter) grid.addWidget(checkbox, row, 1, Qt.AlignRight | Qt.AlignVCenter) @@ -161,3 +207,34 @@ def show_custom_vehicle_dialog(self): self.custom_vehicle_dialog.show() self.custom_vehicle_dialog.raise_() self.custom_vehicle_dialog.activateWindow() + + def update_permanent_load_dependencies(self, has_median: bool, has_footpath: bool): + """ + Forward dependency updates to PermanentLoadTab + """ + if hasattr(self, "load_tabs"): + for i in range(self.load_tabs.count()): + tab = self.load_tabs.widget(i) + if hasattr(tab, "update_dependency_states"): + tab.update_dependency_states( + has_median=has_median, + has_footpath=has_footpath + ) + def reset_defaults(self): + """Reset all loading sub-tabs to default values""" + + if hasattr(self, "permanent_load_tab"): + self.permanent_load_tab.reset_defaults() + + if hasattr(self, "live_load_tab") and hasattr(self.live_load_tab, "reset_defaults"): + self.live_load_tab.reset_defaults() + if hasattr(self, "seismic_load_tab") and hasattr(self.seismic_load_tab, "reset_defaults"): + self.seismic_load_tab.reset_defaults() + + if hasattr(self, "wind_load_tab") and hasattr(self.wind_load_tab, "reset_defaults"): + self.wind_load_tab.reset_defaults() + + if hasattr(self, "temperature_load_tab") and hasattr(self.temperature_load_tab, "reset_defaults"): + self.temperature_load_tab.reset_defaults() + if hasattr(self, "custom_load_tab") and hasattr(self.custom_load_tab, "reset_defaults"): + self.custom_load_tab.reset_defaults() \ No newline at end of file diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/custom_load_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/custom_load_tab.py index a43f82677..3cfe392f9 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/custom_load_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/custom_load_tab.py @@ -1,4 +1,5 @@ from PySide6.QtCore import Qt, QSize +from PySide6.QtGui import QDoubleValidator from PySide6.QtWidgets import ( QCheckBox, QComboBox, @@ -9,30 +10,49 @@ QLineEdit, QMessageBox, QPushButton, + QScrollArea, QStackedWidget, QSizePolicy, + QTableWidget, + QTableWidgetItem, + QHeaderView, QVBoxLayout, QWidget, ) from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style +from osdagbridge.core.bridge_types.plate_girder.ui_fields_additional_input import CUSTOM_LOAD_TAB_SCHEMA class CustomLoadTab(QWidget): - """Custom load input editor.""" def __init__(self, owner): super().__init__(owner) self.owner = owner self.custom_load_items = getattr(owner, "custom_load_items", []) owner.custom_load_items = self.custom_load_items + self.schema = CUSTOM_LOAD_TAB_SCHEMA self._build_ui() def _build_ui(self): owner = self.owner + schema = self.schema self.setStyleSheet("background-color: #f0f0f0;") - page_layout = QVBoxLayout(self) + + main_layout = QVBoxLayout(self) + main_layout.setContentsMargins(0, 0, 0, 0) + main_layout.setSpacing(0) + + scroll_area = QScrollArea() + scroll_area.setWidgetResizable(True) + scroll_area.setHorizontalScrollBarPolicy(Qt.ScrollBarAlwaysOff) + scroll_area.setStyleSheet("QScrollArea { border: none; background-color: #f0f0f0; }") + + scroll_content = QWidget() + scroll_content.setStyleSheet("background-color: #f0f0f0;") + + page_layout = QVBoxLayout(scroll_content) page_layout.setContentsMargins(8, 8, 8, 8) page_layout.setSpacing(8) @@ -42,7 +62,9 @@ def _build_ui(self): label_style = "font-size: 11px; color: #2a2a2a; background: transparent; border: none;" heading_style = "font-size: 11px; font-weight: 700; color: #1a1a1a; background: transparent; border: none;" - field_width = 105 + + label_width = schema.get("label_width", 260) + field_width = schema.get("field_width", 140) left_column = QVBoxLayout() left_column.setContentsMargins(0, 0, 0, 0) @@ -76,45 +98,59 @@ def _build_ui(self): title.setStyleSheet(heading_style) input_layout.addWidget(title) - form_grid = QGridLayout() - form_grid.setContentsMargins(0, 0, 0, 0) - form_grid.setHorizontalSpacing(8) - form_grid.setVerticalSpacing(8) - form_grid.setColumnMinimumWidth(0, 120) - form_grid.setColumnStretch(0, 0) - form_grid.setColumnStretch(1, 0) - form_grid.setColumnStretch(2, 0) + all_fields_layout = QVBoxLayout() + all_fields_layout.setContentsMargins(0, 0, 0, 0) + all_fields_layout.setSpacing(10) - lbl = QLabel("Load Case:") + load_case_field = schema["fields"]["load_case"] + load_case_row = QHBoxLayout() + load_case_row.setSpacing(8) + + lbl = QLabel(load_case_field["label"]) lbl.setStyleSheet(label_style) + lbl.setFixedWidth(label_width) + owner.custom_load_case_combo = QComboBox() - owner.custom_load_case_combo.addItems(["", "LL", "DL", "Custom"]) + owner.custom_load_case_combo.addItems(schema["load_case_choices"]) owner.custom_load_case_combo.setFixedWidth(field_width) apply_field_style(owner.custom_load_case_combo) - form_grid.addWidget(lbl, 0, 0, Qt.AlignLeft | Qt.AlignVCenter) - form_grid.addWidget(owner.custom_load_case_combo, 0, 1, Qt.AlignLeft) - - owner.custom_load_case_button = QPushButton("Custom") - owner.custom_load_case_button.setFixedWidth(field_width) - owner.custom_load_case_button.setStyleSheet( - "QPushButton { background: #e8e8e8; border: 1px solid #a0a0a0; border-radius: 3px; padding: 3px 8px; font-size: 11px; color: #2a2a2a; }" - "QPushButton:hover { background: #f0f0f0; }" - "QPushButton:pressed { background: #d8d8d8; }" - ) - form_grid.addWidget(owner.custom_load_case_button, 0, 2, Qt.AlignLeft) - - lbl = QLabel("Load Type:") + + load_case_row.addWidget(lbl) + load_case_row.addWidget(owner.custom_load_case_combo) + + custom_name_field = schema["fields"]["custom_load_case_name"] + owner.custom_load_case_name_input = QLineEdit() + owner.custom_load_case_name_input.setPlaceholderText(custom_name_field["placeholder"]) + owner.custom_load_case_name_input.setFixedWidth(field_width) + owner.custom_load_case_name_input.setEnabled(custom_name_field["enabled"]) + apply_field_style(owner.custom_load_case_name_input) + + load_case_row.addWidget(owner.custom_load_case_name_input) + load_case_row.addStretch() + all_fields_layout.addLayout(load_case_row) + + load_type_field = schema["fields"]["load_type"] + load_type_row = QHBoxLayout() + load_type_row.setSpacing(8) + + lbl = QLabel(load_type_field["label"]) lbl.setStyleSheet(label_style) + lbl.setFixedWidth(label_width) + owner.custom_load_type_combo = QComboBox() - owner.custom_load_type_combo.addItems(["Point", "Line/Area"]) + owner.custom_load_type_combo.addItems(schema["load_type_choices"]) owner.custom_load_type_combo.setFixedWidth(field_width) apply_field_style(owner.custom_load_type_combo) - form_grid.addWidget(lbl, 1, 0, Qt.AlignLeft | Qt.AlignVCenter) - form_grid.addWidget(owner.custom_load_type_combo, 1, 1, Qt.AlignLeft) + + load_type_row.addWidget(lbl) + load_type_row.addWidget(owner.custom_load_type_combo) + load_type_row.addStretch() + all_fields_layout.addLayout(load_type_row) + + input_layout.addLayout(all_fields_layout) self.custom_load_stack = QStackedWidget() - self.custom_load_stack.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) - self.custom_load_stack.setFixedWidth(360) + self.custom_load_stack.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) self.custom_load_stack.setStyleSheet( "QStackedWidget { border: none; background: transparent; }" "QWidget#customPointWidget, QWidget#customLineWidget { background: transparent; }" @@ -122,104 +158,174 @@ def _build_ui(self): point_widget = QWidget() point_widget.setObjectName("customPointWidget") - point_grid = QGridLayout(point_widget) - point_grid.setContentsMargins(0, 0, 0, 0) - point_grid.setHorizontalSpacing(8) - point_grid.setVerticalSpacing(8) - point_grid.setColumnMinimumWidth(0, 240) - point_grid.setColumnStretch(0, 0) - point_grid.setColumnStretch(1, 0) - - lbl = QLabel("Distance from Left Edge of Bridge Cross\nSection (m):") + point_layout = QVBoxLayout(point_widget) + point_layout.setContentsMargins(0, 8, 0, 0) + point_layout.setSpacing(10) + + point_left_field = schema["fields"]["point_left"] + point_left_row = QHBoxLayout() + point_left_row.setSpacing(8) + + lbl = QLabel(point_left_field["label"]) lbl.setStyleSheet(label_style) + lbl.setFixedWidth(label_width) + owner.custom_point_left_input = QLineEdit() - owner.custom_point_left_input.setFixedWidth(105) + owner.custom_point_left_input.setFixedWidth(field_width) apply_field_style(owner.custom_point_left_input) - point_grid.addWidget(lbl, 0, 0, Qt.AlignLeft | Qt.AlignVCenter) - point_grid.addWidget(owner.custom_point_left_input, 0, 1, Qt.AlignLeft) - - lbl = QLabel("Distance from Center Line of Bearing\n(m):") + self._apply_validator(owner.custom_point_left_input, point_left_field.get("validator")) + + point_left_row.addWidget(lbl) + point_left_row.addWidget(owner.custom_point_left_input) + point_left_row.addStretch() + point_layout.addLayout(point_left_row) + + point_bearing_field = schema["fields"]["point_bearing"] + point_bearing_row = QHBoxLayout() + point_bearing_row.setSpacing(8) + + lbl = QLabel(point_bearing_field["label"]) lbl.setStyleSheet(label_style) + lbl.setFixedWidth(label_width) + owner.custom_point_bearing_input = QLineEdit() - owner.custom_point_bearing_input.setFixedWidth(105) + owner.custom_point_bearing_input.setFixedWidth(field_width) apply_field_style(owner.custom_point_bearing_input) - point_grid.addWidget(lbl, 1, 0, Qt.AlignLeft | Qt.AlignVCenter) - point_grid.addWidget(owner.custom_point_bearing_input, 1, 1, Qt.AlignLeft) + self._apply_validator(owner.custom_point_bearing_input, point_bearing_field.get("validator")) + + point_bearing_row.addWidget(lbl) + point_bearing_row.addWidget(owner.custom_point_bearing_input) + point_bearing_row.addStretch() + point_layout.addLayout(point_bearing_row) self.custom_load_stack.addWidget(point_widget) line_widget = QWidget() line_widget.setObjectName("customLineWidget") - line_grid = QGridLayout(line_widget) - line_grid.setContentsMargins(0, 0, 0, 0) - line_grid.setHorizontalSpacing(8) - line_grid.setVerticalSpacing(4) - line_grid.setColumnMinimumWidth(0, 240) - - def _start_end_row(label_text, start_attr, end_attr, row_idx): - row_label = QLabel(label_text) - row_label.setStyleSheet(label_style) - start_field = QLineEdit() - end_field = QLineEdit() - start_field.setFixedWidth(52) - end_field.setFixedWidth(52) - apply_field_style(start_field) - apply_field_style(end_field) - - line_grid.addWidget(row_label, row_idx * 2, 0, Qt.AlignLeft | Qt.AlignVCenter) - line_grid.addWidget(start_field, row_idx * 2, 1, Qt.AlignLeft) - line_grid.addWidget(end_field, row_idx * 2, 2, Qt.AlignLeft) - - start_lbl = QLabel("Start") - start_lbl.setStyleSheet("font-size: 9px; color: #505050;") - end_lbl = QLabel("End") - end_lbl.setStyleSheet("font-size: 9px; color: #505050;") - line_grid.addWidget(start_lbl, row_idx * 2 + 1, 1, Qt.AlignHCenter | Qt.AlignTop) - line_grid.addWidget(end_lbl, row_idx * 2 + 1, 2, Qt.AlignHCenter | Qt.AlignTop) - - setattr(owner, start_attr, start_field) - setattr(owner, end_attr, end_field) - - _start_end_row( - "Distance from Left Edge of Bridge Cross\nSection (m):", - "custom_line_left_start", - "custom_line_left_end", - 0, - ) - _start_end_row( - "Distance from Center Line of Bearing\n(m):", - "custom_line_bearing_start", - "custom_line_bearing_end", - 1, - ) + line_layout = QVBoxLayout(line_widget) + line_layout.setContentsMargins(0, 8, 0, 0) + line_layout.setSpacing(10) + + line_left_start_field = schema["fields"]["line_left_start"] + line_left_end_field = schema["fields"]["line_left_end"] + + left_edge_row = QHBoxLayout() + left_edge_row.setSpacing(8) + + left_label = QLabel(line_left_start_field["label"]) + left_label.setStyleSheet(label_style) + left_label.setFixedWidth(label_width) + + left_start_container = QVBoxLayout() + left_start_container.setSpacing(4) + left_start_lbl = QLabel(line_left_start_field["sub_label"]) + left_start_lbl.setStyleSheet("font-size: 9px; color: #505050;") + left_start_lbl.setAlignment(Qt.AlignCenter) + owner.custom_line_left_start = QLineEdit() + owner.custom_line_left_start.setFixedWidth(line_left_start_field["field_width"]) + apply_field_style(owner.custom_line_left_start) + self._apply_validator(owner.custom_line_left_start, line_left_start_field.get("validator")) + left_start_container.addWidget(left_start_lbl) + left_start_container.addWidget(owner.custom_line_left_start) + + left_end_container = QVBoxLayout() + left_end_container.setSpacing(4) + left_end_lbl = QLabel(line_left_end_field["sub_label"]) + left_end_lbl.setStyleSheet("font-size: 9px; color: #505050;") + left_end_lbl.setAlignment(Qt.AlignCenter) + owner.custom_line_left_end = QLineEdit() + owner.custom_line_left_end.setFixedWidth(line_left_end_field["field_width"]) + apply_field_style(owner.custom_line_left_end) + self._apply_validator(owner.custom_line_left_end, line_left_end_field.get("validator")) + left_end_container.addWidget(left_end_lbl) + left_end_container.addWidget(owner.custom_line_left_end) + + left_edge_row.addWidget(left_label) + left_edge_row.addLayout(left_start_container) + left_edge_row.addLayout(left_end_container) + left_edge_row.addStretch() + line_layout.addLayout(left_edge_row) + + line_bearing_start_field = schema["fields"]["line_bearing_start"] + line_bearing_end_field = schema["fields"]["line_bearing_end"] + + bearing_row = QHBoxLayout() + bearing_row.setSpacing(8) + + bearing_label = QLabel(line_bearing_start_field["label"]) + bearing_label.setStyleSheet(label_style) + bearing_label.setFixedWidth(label_width) + + bearing_start_container = QVBoxLayout() + bearing_start_container.setSpacing(4) + bearing_start_lbl = QLabel(line_bearing_start_field["sub_label"]) + bearing_start_lbl.setStyleSheet("font-size: 9px; color: #505050;") + bearing_start_lbl.setAlignment(Qt.AlignCenter) + owner.custom_line_bearing_start = QLineEdit() + owner.custom_line_bearing_start.setFixedWidth(line_bearing_start_field["field_width"]) + apply_field_style(owner.custom_line_bearing_start) + self._apply_validator(owner.custom_line_bearing_start, line_bearing_start_field.get("validator")) + bearing_start_container.addWidget(bearing_start_lbl) + bearing_start_container.addWidget(owner.custom_line_bearing_start) + + bearing_end_container = QVBoxLayout() + bearing_end_container.setSpacing(4) + bearing_end_lbl = QLabel(line_bearing_end_field["sub_label"]) + bearing_end_lbl.setStyleSheet("font-size: 9px; color: #505050;") + bearing_end_lbl.setAlignment(Qt.AlignCenter) + owner.custom_line_bearing_end = QLineEdit() + owner.custom_line_bearing_end.setFixedWidth(line_bearing_end_field["field_width"]) + apply_field_style(owner.custom_line_bearing_end) + self._apply_validator(owner.custom_line_bearing_end, line_bearing_end_field.get("validator")) + bearing_end_container.addWidget(bearing_end_lbl) + bearing_end_container.addWidget(owner.custom_line_bearing_end) + + bearing_row.addWidget(bearing_label) + bearing_row.addLayout(bearing_start_container) + bearing_row.addLayout(bearing_end_container) + bearing_row.addStretch() + line_layout.addLayout(bearing_row) self.custom_load_stack.addWidget(line_widget) - form_grid.addWidget(self.custom_load_stack, 2, 0, 1, 3) - - input_layout.addLayout(form_grid) + input_layout.addWidget(self.custom_load_stack) save_btn = QPushButton("Save") - save_btn.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) + save_btn.setMinimumWidth(120) + save_btn.setFixedHeight(28) save_btn.setStyleSheet( - "QPushButton { background: #c8c8c8; border: 1px solid #a0a0a0; border-radius: 3px; padding: 5px 16px; font-weight: 600; font-size: 11px; color: #2a2a2a; }" - "QPushButton:hover { background: #d8d8d8; }" - "QPushButton:pressed { background: #b8b8b8; }" + "QPushButton { " + " background: #ffffff; " + " border: 1px solid #a0a0a0; " + " border-radius: 3px; " + " padding: 3px 8px; " + " font-size: 11px; " + " color: #2a2a2a; " + "} " + "QPushButton:hover { background: #f0f0f0; } " + "QPushButton:pressed { background: #e0e0e0; }" ) + + save_row = QHBoxLayout() - save_row.setContentsMargins(0, 4, 0, 0) - save_row.addWidget(save_btn) + save_row.setContentsMargins(0, 12, 0, 0) + + save_row.addStretch() + save_row.addWidget(save_btn) + save_row.addStretch() + input_layout.addLayout(save_row) + left_column.addWidget(input_card) list_card = owner._create_card() list_card.setStyleSheet( "QFrame { border: 1px solid #a0a0a0; border-radius: 4px; background-color: #ffffff; }" ) - list_card.setMinimumHeight(120) + list_card.setMinimumHeight(250) list_layout = QVBoxLayout(list_card) - list_layout.setContentsMargins(10, 10, 10, 10) + list_layout.setContentsMargins(4, 10, 10, 10) list_layout.setSpacing(8) list_title = QLabel("Custom Load Name") @@ -228,10 +334,9 @@ def _start_end_row(label_text, start_attr, end_attr, row_idx): controls_row = QHBoxLayout() controls_row.setSpacing(6) - owner.custom_add_btn = QPushButton("Add") owner.custom_edit_btn = QPushButton("Edit") owner.custom_delete_btn = QPushButton("Delete") - for btn in (owner.custom_add_btn, owner.custom_edit_btn, owner.custom_delete_btn): + for btn in (owner.custom_edit_btn, owner.custom_delete_btn): btn.setFixedWidth(55) btn.setStyleSheet( "QPushButton { background: #ffffff; border: 1px solid #a0a0a0; border-radius: 3px; padding: 3px 8px; font-size: 11px; color: #2a2a2a; }" @@ -241,16 +346,84 @@ def _start_end_row(label_text, start_attr, end_attr, row_idx): controls_row.addWidget(btn) controls_row.addStretch() list_layout.addLayout(controls_row) + # ---- Table wrapper to ensure visible borders ---- + table_frame = QFrame() + table_frame.setStyleSheet( + """ + QFrame { + border-left: 2px solid #7a7a7a; + border-right: 2px solid #7a7a7a; + border-bottom: 2px solid #7a7a7a; + border-top: 0px; + background: #ffffff; + } + """ + ) + + table_layout = QVBoxLayout(table_frame) + table_layout.setContentsMargins(0, 0, 0, 0) + table_layout.setSpacing(0) + + self.custom_load_table = QTableWidget(0, 4) + + self.custom_load_table.setFrameStyle(QFrame.NoFrame) + self.custom_load_table.setContentsMargins(0, 0, 0, 0) + self.custom_load_table.viewport().setContentsMargins(0, 0, 0, 0) + self.custom_load_table.setShowGrid(True) + + self.custom_load_table.setHorizontalHeaderLabels([ + "Load Case", + "Load Type", + "Distance from Left (m)", + "Distance from Bearing (m)" + ]) + + self.custom_load_table.horizontalHeader().setSectionResizeMode(QHeaderView.Stretch) + self.custom_load_table.verticalHeader().setVisible(False) + self.custom_load_table.setSelectionBehavior(QTableWidget.SelectRows) + self.custom_load_table.setSelectionMode(QTableWidget.SingleSelection) + self.custom_load_table.setStyleSheet( + """ + QTableWidget { + background: #ffffff; + border: none; + } + + /* 🔥 REAL visible borders (this is the fix) */ + QTableWidget::viewport { + border-left: 3px solid #8f8f8f; + border-right: 2px solid #8f8f8f; + border-bottom: 2px solid #8f8f8f; + background: #ffffff; + } + + QTableWidget::item { + padding: 4px; + font-size: 10px; + color: #3a3a3a; + border-bottom: 1px solid #c0c0c0; + } + + QTableWidget::item:selected { + background: #d0e8ff; + } + + QHeaderView::section { + color: #2a2a2a; + background: #f0f0f0; + font-size: 10px; + font-weight: 600; + padding: 5px; + border: 1px solid #d0d0d0; + } + """ + ) - owner.custom_load_list_container = QWidget() - self.custom_load_list_layout = QVBoxLayout(owner.custom_load_list_container) - self.custom_load_list_layout.setContentsMargins(2, 2, 2, 2) - self.custom_load_list_layout.setSpacing(4) - self.custom_load_list_layout.addStretch() - list_layout.addWidget(owner.custom_load_list_container) + self.custom_load_table.setMinimumHeight(180) + + list_layout.addWidget(self.custom_load_table) left_column.addWidget(list_card) - left_column.addStretch() right_card = owner._create_card() right_card.setStyleSheet( @@ -274,62 +447,206 @@ def _start_end_row(label_text, start_attr, end_attr, row_idx): content_row.addWidget(right_card, 2) page_layout.addLayout(content_row) + scroll_area.setWidget(scroll_content) + main_layout.addWidget(scroll_area) + owner.custom_load_type_combo.currentTextChanged.connect(self._on_custom_load_type_changed) self._on_custom_load_type_changed(owner.custom_load_type_combo.currentText()) - owner.custom_add_btn.clicked.connect(self._on_add_custom_load) + save_btn.clicked.connect(self._on_save_custom_load) owner.custom_delete_btn.clicked.connect(self._on_delete_custom_load) - owner.custom_edit_btn.clicked.connect( - lambda: QMessageBox.information(self, "Edit", "Edit functionality will be added in a future update.") + owner.custom_edit_btn.clicked.connect(self._on_edit_custom_load) + owner.custom_load_case_combo.currentTextChanged.connect( + lambda t: self._on_load_case_changed(t) ) - self._refresh_custom_load_list() + self._refresh_custom_load_table() + + def _apply_validator(self, widget, validator_config): + if not validator_config: + return + + if validator_config["type"] == "double_range": + validator = QDoubleValidator( + validator_config["bottom"], + validator_config["top"], + validator_config.get("decimals", 2), + widget + ) + validator.setNotation(QDoubleValidator.StandardNotation) + widget.setValidator(validator) def _on_custom_load_type_changed(self, text): - if text.lower().startswith("point"): + if text == "Point": self.custom_load_stack.setCurrentIndex(0) - else: + else: self.custom_load_stack.setCurrentIndex(1) - def _refresh_custom_load_list(self): - if not hasattr(self, "custom_load_list_layout"): + def _on_load_case_changed(self, text): + is_custom = (text == "Custom") + self.owner.custom_load_case_name_input.setEnabled(is_custom) + if not is_custom: + self.owner.custom_load_case_name_input.clear() + + def _refresh_custom_load_table(self): + self.custom_load_table.setRowCount(0) + + for row_idx, load_data in enumerate(self.custom_load_items): + self.custom_load_table.insertRow(row_idx) + + load_case = load_data.get("load_case", "") + if load_case == "Custom": + load_case_display = load_data.get("custom_load_case_name", "custom") + else: + load_case_display = load_case + + item = QTableWidgetItem(load_case_display) + item.setFlags(item.flags() & ~Qt.ItemIsEditable) + self.custom_load_table.setItem(row_idx, 0, item) + + load_type = load_data.get("load_type", "") + item = QTableWidgetItem(load_type) + item.setFlags(item.flags() & ~Qt.ItemIsEditable) + self.custom_load_table.setItem(row_idx, 1, item) + + if load_type == "Point": + dist_left = load_data.get("point_left", "") + else: + start = load_data.get("line_left_start", "") + end = load_data.get("line_left_end", "") + dist_left = f"{start} - {end}" + + item = QTableWidgetItem(dist_left) + item.setFlags(item.flags() & ~Qt.ItemIsEditable) + self.custom_load_table.setItem(row_idx, 2, item) + + if load_type == "Point": + dist_bearing = load_data.get("point_bearing", "") + else: + start = load_data.get("line_bearing_start", "") + end = load_data.get("line_bearing_end", "") + dist_bearing = f"{start} - {end}" + + item = QTableWidgetItem(dist_bearing) + item.setFlags(item.flags() & ~Qt.ItemIsEditable) + self.custom_load_table.setItem(row_idx, 3, item) + + def _on_save_custom_load(self): + owner = self.owner + + load_data = { + "load_case": owner.custom_load_case_combo.currentText(), + "load_type": owner.custom_load_type_combo.currentText(), + } + + if owner.custom_load_case_combo.currentText() == "Custom": + load_data["custom_load_case_name"] = owner.custom_load_case_name_input.text().strip() + + if owner.custom_load_type_combo.currentText() == "Point": + load_data["point_left"] = owner.custom_point_left_input.text().strip() + load_data["point_bearing"] = owner.custom_point_bearing_input.text().strip() + else: + load_data["line_left_start"] = owner.custom_line_left_start.text().strip() + load_data["line_left_end"] = owner.custom_line_left_end.text().strip() + load_data["line_bearing_start"] = owner.custom_line_bearing_start.text().strip() + load_data["line_bearing_end"] = owner.custom_line_bearing_end.text().strip() + + if hasattr(self, '_editing_load_data') and self._editing_load_data: + for i, item in enumerate(self.custom_load_items): + if item == self._editing_load_data: + self.custom_load_items[i] = load_data + break + self._editing_load_data = None + else: + self.custom_load_items.append(load_data) + + self._clear_inputs() + self._refresh_custom_load_table() + + msg = QMessageBox(self) + msg.setIcon(QMessageBox.Information) + msg.setWindowTitle("Saved") + msg.setText("Custom load has been saved.") + msg.setStyleSheet("QLabel { color: black; }") + msg.exec() + + def _on_edit_custom_load(self): + selected_rows = self.custom_load_table.selectionModel().selectedRows() + + if len(selected_rows) == 0: + QMessageBox.information(self, "Edit", "Please select one custom load to edit.") return - while self.custom_load_list_layout.count(): - item = self.custom_load_list_layout.takeAt(0) - widget = item.widget() - if widget: - widget.deleteLater() - self.custom_load_checkboxes = [] - for name in self.custom_load_items: - row = QHBoxLayout() - row.setContentsMargins(2, 0, 2, 0) - row.setSpacing(4) - label = QLabel(name) - label.setStyleSheet( - "font-size: 11px; font-style: italic; color: #3a3a3a; background: transparent; border: none;" - ) - checkbox = QCheckBox() - row.addWidget(label) - row.addStretch() - row.addWidget(checkbox) - container = QWidget() - container.setLayout(row) - self.custom_load_list_layout.addWidget(container) - self.custom_load_checkboxes.append((name, checkbox)) - self.custom_load_list_layout.addStretch() - - def _on_add_custom_load(self): - next_index = len(self.custom_load_items) + 1 - new_name = f"Custom Load {next_index}" - self.custom_load_items.append(new_name) - self._refresh_custom_load_list() + + if len(selected_rows) > 1: + QMessageBox.information(self, "Edit", "Please select only one custom load to edit.") + return + + row_idx = selected_rows[0].row() + load_data = self.custom_load_items[row_idx] + self._editing_load_data = load_data + + owner = self.owner + + load_case = load_data.get("load_case", "DL") + index = owner.custom_load_case_combo.findText(load_case) + if index >= 0: + owner.custom_load_case_combo.setCurrentIndex(index) + + if load_case == "Custom": + owner.custom_load_case_name_input.setText(load_data.get("custom_load_case_name", "")) + + load_type = load_data.get("load_type", "Point") + index = owner.custom_load_type_combo.findText(load_type) + if index >= 0: + owner.custom_load_type_combo.setCurrentIndex(index) + + if load_type == "Point": + owner.custom_point_left_input.setText(load_data.get("point_left", "")) + owner.custom_point_bearing_input.setText(load_data.get("point_bearing", "")) + else: + owner.custom_line_left_start.setText(load_data.get("line_left_start", "")) + owner.custom_line_left_end.setText(load_data.get("line_left_end", "")) + owner.custom_line_bearing_start.setText(load_data.get("line_bearing_start", "")) + owner.custom_line_bearing_end.setText(load_data.get("line_bearing_end", "")) def _on_delete_custom_load(self): - if not getattr(self, "custom_load_checkboxes", None): - return - remaining = [name for name, cb in self.custom_load_checkboxes if not cb.isChecked()] - if len(remaining) == len(self.custom_load_checkboxes): - QMessageBox.information(self, "Delete", "Select at least one custom load to delete.") + selected_rows = self.custom_load_table.selectionModel().selectedRows() + + if len(selected_rows) == 0: + QMessageBox.information(self, "Delete", "Please select at least one custom load to delete.") return - self.custom_load_items[:] = remaining - self._refresh_custom_load_list() + + rows_to_delete = sorted([row.row() for row in selected_rows], reverse=True) + + for row_idx in rows_to_delete: + if 0 <= row_idx < len(self.custom_load_items): + del self.custom_load_items[row_idx] + + self._refresh_custom_load_table() + + msg = QMessageBox(self) + msg.setIcon(QMessageBox.Information) + msg.setWindowTitle("Deleted") + msg.setText(f"{len(rows_to_delete)} custom load(s) deleted.") + msg.setStyleSheet("QLabel { color: black; } QPushButton { color: black; }") + msg.exec() + + def _clear_inputs(self): + owner = self.owner + owner.custom_load_case_combo.setCurrentIndex(0) + owner.custom_load_case_name_input.clear() + owner.custom_load_type_combo.setCurrentIndex(0) + owner.custom_point_left_input.clear() + owner.custom_point_bearing_input.clear() + owner.custom_line_left_start.clear() + owner.custom_line_left_end.clear() + owner.custom_line_bearing_start.clear() + owner.custom_line_bearing_end.clear() + + def reset_defaults(self): + self._clear_inputs() + self.owner.custom_load_case_name_input.setEnabled(False) + self.custom_load_items.clear() + self._refresh_custom_load_table() + if hasattr(self, '_editing_load_data'): + self._editing_load_data = None \ No newline at end of file diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/live_load_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/live_load_tab.py index 6d51708a4..f69b8133c 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/live_load_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/live_load_tab.py @@ -1,18 +1,25 @@ from PySide6.QtCore import Qt from PySide6.QtWidgets import ( - QWidget, - QVBoxLayout, - QHBoxLayout, - QLabel, - QCheckBox, - QComboBox, - QLineEdit, - QPushButton, - QScrollArea, - QFrame, + QWidget, QVBoxLayout, QHBoxLayout, QLabel, QCheckBox, QComboBox, + QLineEdit, QPushButton, QScrollArea, QFrame, QTableWidget, + QTableWidgetItem, QMessageBox, QDialog, QHeaderView, QStyledItemDelegate ) - +from PySide6.QtGui import QPainter, QPen from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style +from osdagbridge.desktop.ui.dialogs.tabs.custom_vehicle_dialog import CustomVehicleDialog +from osdagbridge.core.bridge_types.plate_girder.ui_fields_additional_input import LIVE_LOAD_TAB_SCHEMA + +class BorderDelegate(QStyledItemDelegate): + """Custom delegate to draw borders only between items, not after the last one""" + def paint(self, painter, option, index): + super().paint(painter, option, index) + if index.row() < index.model().rowCount() - 1: + painter.save() + pen = QPen(Qt.GlobalColor.lightGray) + pen.setWidth(1) + painter.setPen(pen) + painter.drawLine(option.rect.bottomLeft(), option.rect.bottomRight()) + painter.restore() class LiveLoadTab(QWidget): @@ -21,13 +28,32 @@ class LiveLoadTab(QWidget): def __init__(self, owner): super().__init__(owner) self.owner = owner + self.custom_vehicles = {} + self.has_real_custom_vehicle = False + self.schema = LIVE_LOAD_TAB_SCHEMA self._build_ui() def _build_ui(self): owner = self.owner - + schema = self.schema + + LABEL_MIN_WIDTH = schema.get("label_width", 220) + FIELD_WIDTH = schema.get("field_width", 180) + FIELD_HEIGHT = schema.get("field_height", 28) + self.setStyleSheet("background-color: #f5f5f5;") - page_layout = QVBoxLayout(self) + main_layout = QVBoxLayout(self) + main_layout.setContentsMargins(0, 0, 0, 0) + main_layout.setSpacing(0) + + scroll_area = QScrollArea() + scroll_area.setWidgetResizable(True) + scroll_area.setFrameShape(QFrame.NoFrame) + scroll_area.setStyleSheet("QScrollArea { background-color: #f5f5f5; border: none; }") + + scroll_content = QWidget() + scroll_content.setStyleSheet("background-color: #f5f5f5;") + page_layout = QVBoxLayout(scroll_content) page_layout.setContentsMargins(12, 12, 12, 12) page_layout.setSpacing(12) @@ -35,118 +61,197 @@ def _build_ui(self): content_row.setContentsMargins(0, 0, 0, 0) content_row.setSpacing(16) + # LEFT CARD left_card = owner._create_card() left_card.setStyleSheet("QFrame { border: 1px solid #b2b2b2; border-radius: 10px; background-color: #ffffff; }") left_card_layout = QVBoxLayout(left_card) left_card_layout.setContentsMargins(0, 0, 0, 0) left_card_layout.setSpacing(0) - # Wrap the tall content in a scroll area so long vehicle lists stay usable on smaller windows. - scroll = QScrollArea() - scroll.setWidgetResizable(True) - scroll.setFrameShape(QFrame.NoFrame) - scroll.setHorizontalScrollBarPolicy(Qt.ScrollBarAlwaysOff) - scroll.setStyleSheet("QScrollArea { border: none; background: transparent; } QScrollArea > QWidget > QWidget { background: transparent; }") - - scroll_content = QWidget() - scroll_content.setStyleSheet("background: #ffffff;") - left_layout = QVBoxLayout(scroll_content) + content_wrapper = QWidget() + content_wrapper.setStyleSheet("background-color: #ffffff;") + left_layout = QVBoxLayout(content_wrapper) left_layout.setContentsMargins(14, 14, 14, 14) - left_layout.setSpacing(8) + left_layout.setSpacing(12) title = QLabel("Live Load (LL) Inputs:") title.setStyleSheet("font-size: 12px; font-weight: 700; color: #3a3a3a; background: transparent; border: none;") left_layout.addWidget(title) - irc_vehicles = [ - "Class A", "Class 70R Wheeled", "Class 70R Tracked", - "Class AA Wheeled", "Class AA Tracked", "Class SV", "Fatigue Truck" - ] - owner._add_checkbox_section(left_layout, "Vehicles from IRC 6:", irc_vehicles) - - custom_header = QHBoxLayout() - custom_header.setSpacing(8) - custom_label = QLabel("Custom Vehicle:") - custom_label.setStyleSheet("font-size: 12px; font-weight: 700; color: #3a3a3a; background: transparent; border: none;") - custom_header.addWidget(custom_label) - custom_header.addStretch() - owner.custom_vehicle_add_button = QPushButton("Add") - owner.custom_vehicle_edit_button = QPushButton("Edit") - for btn in (owner.custom_vehicle_add_button, owner.custom_vehicle_edit_button): - btn.setFixedWidth(50) - btn.setStyleSheet( - "QPushButton { background: #ffffff; color: #2f2f2f; border: 1px solid #7a7a7a; border-radius: 4px; padding: 4px 10px; }" - "QPushButton:hover { background: #f0f0f0; }" - "QPushButton:pressed { background: #e0e0e0; }" - ) - custom_header.addWidget(btn) - left_layout.addLayout(custom_header) - - owner.custom_vehicle_checkboxes = [] - for index in range(2): - row_layout = QHBoxLayout() - row_layout.setContentsMargins(0, 0, 0, 0) - row_layout.setSpacing(8) - label = QLabel(f"Vehicle Name {index + 1}") - label.setStyleSheet("font-size: 11px; font-style: italic; color: #4b4b4b; background: transparent; border: none;") - checkbox = QCheckBox() - checkbox.setChecked(False) - row_layout.addWidget(label) - row_layout.addStretch() - row_layout.addWidget(checkbox) - left_layout.addLayout(row_layout) - owner.custom_vehicle_checkboxes.append(checkbox) - - braking_vehicles = irc_vehicles + ["Vehicle Name 1", "Vehicle Name 2"] - owner._add_checkbox_section(left_layout, "Braking Load from Vehicles:", braking_vehicles) - - input_width = 120 - - ecc_row = QHBoxLayout() - ecc_row.setSpacing(10) - ecc_label = QLabel("Eccentricity from top of Deck (m):") - ecc_label.setStyleSheet("font-size: 11px; font-weight: 600; color: #3a3a3a; background: transparent; border: none;") - ecc_label.setMinimumWidth(200) - owner.eccentricity_input = QLineEdit() - owner.eccentricity_input.setFixedWidth(input_width) - apply_field_style(owner.eccentricity_input) - ecc_row.addWidget(ecc_label) - ecc_row.addWidget(owner.eccentricity_input) - ecc_row.addStretch() - left_layout.addLayout(ecc_row) - - footpath_row = QHBoxLayout() - footpath_row.setSpacing(10) - footpath_label = QLabel("Footpath Pressure (kN/mm2 ):") - footpath_label.setStyleSheet("font-size: 11px; font-weight: 600; color: #3a3a3a; background: transparent; border: none;") - footpath_label.setMinimumWidth(200) - owner.footpath_mode_combo = QComboBox() - owner.footpath_mode_combo.addItems(["Automatic", "User-defined"]) - owner.footpath_mode_combo.setFixedWidth(input_width) - apply_field_style(owner.footpath_mode_combo) - footpath_row.addWidget(footpath_label) - footpath_row.addWidget(owner.footpath_mode_combo) - footpath_row.addStretch() - left_layout.addLayout(footpath_row) - - value_row = QHBoxLayout() - value_row.setContentsMargins(0, 0, 0, 0) - value_row.setSpacing(10) - value_spacer = QLabel("") - value_spacer.setMinimumWidth(200) - owner.footpath_value_input = QLineEdit() - owner.footpath_value_input.setPlaceholderText("Value") - owner.footpath_value_input.setFixedWidth(input_width) - apply_field_style(owner.footpath_value_input) - value_row.addWidget(value_spacer) - value_row.addWidget(owner.footpath_value_input) - value_row.addStretch() - left_layout.addLayout(value_row) + label_style = "font-size: 11px; font-weight: 600; color: #3a3a3a; background: transparent; border: none;" - left_layout.addStretch() + for section in schema.get("sections", []): + section_type = section.get("type") + + # IRC VEHICLES SECTION + if section_type == "checkbox_list" and section.get("id") == "irc_vehicles_section": + irc_box = QFrame() + irc_box.setStyleSheet("QFrame { border: 1px solid #9c9c9c; border-radius: 6px; background-color: #ffffff; padding: 0px; }") + irc_box_layout = QVBoxLayout(irc_box) + irc_box_layout.setContentsMargins(12, 12, 12, 12) + irc_box_layout.setSpacing(8) + + irc_title = QLabel(section.get("title", "")) + irc_title.setStyleSheet("font-size: 11px; font-weight: 700; color: #3a3a3a; background: transparent; border: none;") + irc_box_layout.addWidget(irc_title) + + owner.irc_vehicle_checkboxes = [] + owner.irc_vehicle_labels = [] + default_checked = section.get("default_checked", False) + + for vehicle in section.get("items", []): + row = QHBoxLayout() + row.setSpacing(10) + label = QLabel(vehicle) + label.setStyleSheet(label_style) + label.setMinimumWidth(LABEL_MIN_WIDTH) + checkbox = QCheckBox() + checkbox.setChecked(default_checked) + checkbox.setFixedHeight(FIELD_HEIGHT) + row.addWidget(label) + row.addWidget(checkbox) + row.addStretch() + irc_box_layout.addLayout(row) + owner.irc_vehicle_checkboxes.append(checkbox) + owner.irc_vehicle_labels.append(label) + + left_layout.addWidget(irc_box) + + # CUSTOM VEHICLE SECTION + elif section_type == "custom_vehicle_table" and section.get("id") == "custom_vehicle_section": + self.custom_vehicle_box = QFrame() + self.custom_vehicle_box.setStyleSheet("QFrame { border: 1px solid #9c9c9c; border-radius: 6px; background-color: #ffffff; padding: 0px; }") + custom_box_layout = QVBoxLayout(self.custom_vehicle_box) + custom_box_layout.setContentsMargins(12, 12, 12, 12) + custom_box_layout.setSpacing(8) + + header_row = QHBoxLayout() + header_row.setContentsMargins(0, 0, 0, 0) + header_row.setSpacing(10) + + header_label = QLabel(section.get("title", "")) + header_label.setStyleSheet("font-size: 11px; font-weight: 700; color: #3a3a3a; background: transparent; border: none;") + header_label.setMinimumWidth(LABEL_MIN_WIDTH) + header_row.addWidget(header_label) + + add_button_bind = section.get("add_button_bind") + if add_button_bind: + setattr(owner, add_button_bind, QPushButton("Add")) + add_button = getattr(owner, add_button_bind) + add_button.setStyleSheet("QPushButton { background-color: white; border: 1px solid #3a3a3a; border-radius: 3px; font-size: 10px; font-weight: 600; color: #3a3a3a; padding: 3px 8px; } QPushButton:hover { background-color: #f8f8f8; }") + add_button.setFixedHeight(FIELD_HEIGHT) + header_row.addWidget(add_button) + + header_row.addStretch() + custom_box_layout.addLayout(header_row) + + table_bind = section.get("bind") + if table_bind: + setattr(self, table_bind, QTableWidget(0, 4)) + self.custom_vehicle_table = getattr(self, table_bind) + + self.custom_vehicle_table.setVerticalScrollBarPolicy(Qt.ScrollBarAlwaysOff) + self.custom_vehicle_table.setHorizontalScrollBarPolicy(Qt.ScrollBarAlwaysOff) + self.custom_vehicle_table.verticalHeader().setDefaultSectionSize(FIELD_HEIGHT + 4) + self.custom_vehicle_table.verticalHeader().setMinimumSectionSize(FIELD_HEIGHT + 4) + self.custom_vehicle_table.horizontalHeader().setVisible(False) + self.custom_vehicle_table.verticalHeader().setVisible(False) + self.custom_vehicle_table.setEditTriggers(QTableWidget.NoEditTriggers) + self.custom_vehicle_table.setSelectionMode(QTableWidget.NoSelection) + self.custom_vehicle_table.setShowGrid(False) + self.custom_vehicle_table.setFrameShape(QFrame.NoFrame) + self.custom_vehicle_table.setContentsMargins(0, 0, 0, 0) - scroll.setWidget(scroll_content) - left_card_layout.addWidget(scroll) + header = self.custom_vehicle_table.horizontalHeader() + header.setSectionResizeMode(0, QHeaderView.Fixed) + header.setSectionResizeMode(1, QHeaderView.Fixed) + header.setSectionResizeMode(2, QHeaderView.Fixed) + header.setSectionResizeMode(3, QHeaderView.Fixed) + self.custom_vehicle_table.setColumnWidth(0, LABEL_MIN_WIDTH + 10) + self.custom_vehicle_table.setColumnWidth(1, 30) + self.custom_vehicle_table.setColumnWidth(2, 60) + self.custom_vehicle_table.setColumnWidth(3, 70) + + self.custom_vehicle_table.setStyleSheet("QTableWidget { border: none; background-color: transparent; margin-top: 4px; } QTableWidget::item { padding: 2px 0px; border: none; color: #3a3a3a; font-size: 11px; }") + + custom_box_layout.addWidget(self.custom_vehicle_table) + left_layout.addWidget(self.custom_vehicle_box) + self._update_custom_vehicle_box_height() + + remaining_box = QFrame() + remaining_box.setStyleSheet("QFrame { border: 1px solid #9c9c9c; border-radius: 6px; background-color: #ffffff; padding: 0px; }") + self.remaining_box_layout = QVBoxLayout(remaining_box) + self.remaining_box_layout.setContentsMargins(12, 12, 12, 12) + self.remaining_box_layout.setSpacing(8) + + braking_section = next((s for s in schema.get("sections", []) if s.get("id") == "braking_section"), None) + if braking_section: + self.braking_section_label = QLabel(braking_section.get("title", "")) + self.braking_section_label.setStyleSheet("font-size: 11px; font-weight: 700; color: #3a3a3a; background: transparent; border: none;") + self.remaining_box_layout.addWidget(self.braking_section_label) + + self.braking_checkboxes_container = QWidget() + self.braking_checkboxes_layout = QVBoxLayout(self.braking_checkboxes_container) + self.braking_checkboxes_layout.setContentsMargins(0, 0, 0, 0) + self.braking_checkboxes_layout.setSpacing(8) + self.remaining_box_layout.addWidget(self.braking_checkboxes_container) + self._update_braking_vehicles_section() + + ecc_section = next((s for s in schema.get("sections", []) if s.get("id") == "eccentricity"), None) + if ecc_section: + ecc_row = QHBoxLayout() + ecc_row.setSpacing(10) + ecc_label = QLabel(ecc_section.get("label", "")) + ecc_label.setStyleSheet(label_style) + ecc_label.setMinimumWidth(LABEL_MIN_WIDTH) + + bind_name = ecc_section.get("bind") + if bind_name: + setattr(owner, bind_name, QLineEdit()) + ecc_input = getattr(owner, bind_name) + ecc_input.setFixedSize(FIELD_WIDTH, FIELD_HEIGHT) + ecc_input.setText(ecc_section.get("default", "")) + apply_field_style(ecc_input) + + ecc_row.addWidget(ecc_label) + ecc_row.addWidget(ecc_input) + ecc_row.addStretch() + self.remaining_box_layout.addLayout(ecc_row) + + footpath_section = next((s for s in schema.get("sections", []) if s.get("id") == "footpath_pressure"), None) + if footpath_section: + footpath_row = QHBoxLayout() + footpath_row.setSpacing(10) + footpath_label = QLabel(footpath_section.get("label", "")) + footpath_label.setStyleSheet(label_style) + footpath_label.setMinimumWidth(LABEL_MIN_WIDTH) + + mode_bind = footpath_section.get("bind_mode") + if mode_bind: + setattr(owner, mode_bind, QComboBox()) + mode_combo = getattr(owner, mode_bind) + mode_combo.addItems(footpath_section.get("mode_choices", [])) + mode_combo.setCurrentText(footpath_section.get("default_mode", "")) + mode_combo.setFixedSize(footpath_section.get("mode_width", 120), FIELD_HEIGHT) + apply_field_style(mode_combo) + + value_bind = footpath_section.get("bind_value") + if value_bind: + setattr(owner, value_bind, QLineEdit()) + value_input = getattr(owner, value_bind) + value_input.setFixedSize(footpath_section.get("value_width", 80), FIELD_HEIGHT) + value_input.setText(footpath_section.get("default_value", "")) + apply_field_style(value_input) + + footpath_row.addWidget(footpath_label) + footpath_row.addWidget(mode_combo) + footpath_row.addWidget(value_input) + footpath_row.addStretch() + self.remaining_box_layout.addLayout(footpath_row) + + left_layout.addWidget(remaining_box) + left_layout.addStretch() + left_card_layout.addWidget(content_wrapper) right_card = owner._create_card() right_card.setStyleSheet("QFrame { border: 1px solid #9c9c9c; border-radius: 10px; background-color: #d4d4d4; }") @@ -156,22 +261,13 @@ def _build_ui(self): right_layout.setContentsMargins(16, 16, 16, 16) right_layout.setSpacing(10) - desc_label = QLabel("Description Box") + description = schema.get("description", {}) + desc_label = QLabel(description.get("title", "")) desc_label.setAlignment(Qt.AlignCenter) desc_label.setStyleSheet("font-size: 12px; font-weight: 700; color: #000000; background: transparent; border: none;") right_layout.addWidget(desc_label) - description_text = ( - "or on any other type of bridge unit shall be assumed to have the following value:\n\n" - "a) In the case of a single lane or a two lane bridge: twenty percent of the first train " - "load plus ten percent of the load of the succeeding trains or part thereof, the train " - "loads in one lane only being considered for the purpose of this subclause. Where the " - "entire first train is not on the full span, the braking force shall be taken as equal to " - "twenty percent of the loads actually on the span or continuous unit of spans.\n" - "b) In the case of bridges having more than two lanes: as in (a) above for the first two " - "lanes plus five percent of the loads on the lanes in excess of two." - ) - description_label = QLabel(description_text) + description_label = QLabel(description.get("text", "")) description_label.setWordWrap(True) description_label.setStyleSheet("font-size: 11px; color: #4b4b4b; background: transparent; border: none;") right_layout.addWidget(description_label) @@ -181,7 +277,236 @@ def _build_ui(self): content_row.addWidget(right_card, 2) page_layout.addLayout(content_row) - owner.custom_vehicle_add_button.clicked.connect(owner.show_custom_vehicle_dialog) - owner.custom_vehicle_edit_button.clicked.connect(owner.show_custom_vehicle_dialog) - owner.footpath_mode_combo.currentTextChanged.connect(owner._on_footpath_mode_changed) - owner._on_footpath_mode_changed(owner.footpath_mode_combo.currentText()) + scroll_area.setWidget(scroll_content) + main_layout.addWidget(scroll_area) + + owner.custom_vehicle_add_button.clicked.connect(self.show_custom_vehicle_dialog) + + footpath_section = next((s for s in schema.get("sections", []) if s.get("id") == "footpath_pressure"), None) + if footpath_section: + on_mode_change = footpath_section.get("on_mode_change") + if on_mode_change and hasattr(owner, on_mode_change): + owner.footpath_mode_combo.currentTextChanged.connect(getattr(owner, on_mode_change)) + getattr(owner, on_mode_change)(owner.footpath_mode_combo.currentText()) + + def _update_braking_vehicles_section(self): + """Update the braking vehicles checkbox section with IRC + custom vehicles""" + while self.braking_checkboxes_layout.count(): + item = self.braking_checkboxes_layout.takeAt(0) + if item.widget(): + item.widget().deleteLater() + elif item.layout(): + while item.layout().count(): + sub_item = item.layout().takeAt(0) + if sub_item.widget(): + sub_item.widget().deleteLater() + + irc_section = next((s for s in self.schema.get("sections", []) if s.get("id") == "irc_vehicles_section"), None) + irc_vehicles = irc_section.get("items", []) if irc_section else [] + custom_vehicle_names = list(self.custom_vehicles.keys()) if self.has_real_custom_vehicle else [] + all_braking_vehicles = irc_vehicles + custom_vehicle_names + + self.owner.braking_vehicle_checkboxes = [] + self.owner.braking_vehicle_labels = [] + label_style = "font-size: 11px; font-weight: 600; color: #3a3a3a; background: transparent; border: none;" + LABEL_MIN_WIDTH = self.schema.get("label_width", 220) + FIELD_HEIGHT = self.schema.get("field_height", 28) + braking_section = next((s for s in self.schema.get("sections", []) if s.get("id") == "braking_section"), None) + default_checked = braking_section.get("default_checked", True) if braking_section else True + + for vehicle in all_braking_vehicles: + row = QHBoxLayout() + row.setSpacing(10) + label = QLabel(vehicle) + label.setStyleSheet(label_style) + label.setMinimumWidth(LABEL_MIN_WIDTH) + checkbox = QCheckBox() + checkbox.setChecked(default_checked) + checkbox.setFixedHeight(FIELD_HEIGHT) + row.addWidget(label) + row.addWidget(checkbox) + row.addStretch() + self.braking_checkboxes_layout.addLayout(row) + self.owner.braking_vehicle_checkboxes.append(checkbox) + self.owner.braking_vehicle_labels.append(label) + + + def show_custom_vehicle_dialog(self): + dialog = CustomVehicleDialog(self) + if dialog.exec() == QDialog.Accepted: + vehicle_data = dialog.vehicle_data + self._add_custom_vehicle(vehicle_data) + + def _add_custom_vehicle(self, vehicle_data): + if not self.has_real_custom_vehicle: + self.custom_vehicle_table.setRowCount(0) + self.custom_vehicles.clear() + self.has_real_custom_vehicle = True + + name = vehicle_data["name"] + if name in self.custom_vehicles: + QMessageBox.warning(self, "Duplicate Vehicle", f"Custom vehicle '{name}' already exists.") + return + + self.custom_vehicles[name] = vehicle_data + row = self.custom_vehicle_table.rowCount() + self.custom_vehicle_table.insertRow(row) + FIELD_HEIGHT = self.schema.get("field_height", 28) + + name_item = QTableWidgetItem(name) + name_item.setTextAlignment(Qt.AlignVCenter | Qt.AlignLeft) + name_item.setFlags(Qt.ItemIsEnabled) + self.custom_vehicle_table.setItem(row, 0, name_item) + + checkbox = QCheckBox() + checkbox.setChecked(True) + checkbox_container = QWidget() + checkbox_layout = QHBoxLayout(checkbox_container) + checkbox_layout.setContentsMargins(0, 0, 0, 0) + checkbox_layout.setSpacing(0) + checkbox_layout.addWidget(checkbox, 0, Qt.AlignVCenter) + checkbox_layout.addStretch() + self.custom_vehicle_table.setCellWidget(row, 1, checkbox_container) + + edit_btn = QPushButton("Edit") + edit_btn.setFixedSize(48, FIELD_HEIGHT) + edit_btn.setStyleSheet("QPushButton { background-color: white; border: 1px solid #3a3a3a; border-radius: 3px; font-size: 10px; font-weight: 600; color: #3a3a3a; padding: 0px; } QPushButton:hover { background-color: #f8f8f8; }") + edit_btn.clicked.connect(lambda _, n=name: self._edit_custom_vehicle(n)) + edit_container = QWidget() + edit_layout = QHBoxLayout(edit_container) + edit_layout.setContentsMargins(0, 0, 0, 0) + edit_layout.setSpacing(0) + edit_layout.addWidget(edit_btn, 0, Qt.AlignVCenter) + edit_layout.addStretch() + self.custom_vehicle_table.setCellWidget(row, 2, edit_container) + + delete_btn = QPushButton("Delete") + delete_btn.setFixedSize(60, FIELD_HEIGHT) + delete_btn.setStyleSheet("QPushButton { background-color: white; border: 1px solid #3a3a3a; border-radius: 3px; font-size: 10px; font-weight: 600; color: #3a3a3a; padding: 0px; } QPushButton:hover { background-color: #f8f8f8; }") + delete_btn.clicked.connect(lambda _, n=name: self._delete_custom_vehicle(n)) + delete_container = QWidget() + delete_layout = QHBoxLayout(delete_container) + delete_layout.setContentsMargins(0, 0, 0, 0) + delete_layout.setSpacing(0) + delete_layout.addWidget(delete_btn, 0, Qt.AlignVCenter) + delete_layout.addStretch() + self.custom_vehicle_table.setCellWidget(row, 3, delete_container) + + self.custom_vehicle_table.setRowHeight(row, FIELD_HEIGHT + 4) + self._update_custom_vehicle_table_height() + self._update_custom_vehicle_box_height() + self._update_braking_vehicles_section() + + def _update_row_borders(self): + """Force table to repaint with updated borders""" + self.custom_vehicle_table.viewport().update() + + def _edit_custom_vehicle(self, name): + vehicle_data = self.custom_vehicles[name] + dialog = CustomVehicleDialog(self) + dialog.load_vehicle_data(vehicle_data) + + if dialog.exec() == QDialog.Accepted: + new_data = dialog.vehicle_data + new_name = new_data["name"] + + if new_name != name: + if new_name in self.custom_vehicles: + QMessageBox.warning(self, "Duplicate Vehicle", f"Custom vehicle '{new_name}' already exists.") + return + + self.custom_vehicles.pop(name) + self.custom_vehicles[new_name] = new_data + + for row in range(self.custom_vehicle_table.rowCount()): + item = self.custom_vehicle_table.item(row, 0) + if item and item.text() == name: + item.setText(new_name) + break + + self._update_braking_vehicles_section() + else: + self.custom_vehicles[name] = new_data + + def _delete_custom_vehicle(self, name): + msg = QMessageBox(self) + msg.setWindowTitle("Delete Vehicle") + msg.setText(f"Delete custom vehicle '{name}'?") + msg.setStandardButtons(QMessageBox.Yes | QMessageBox.No) + msg.setStyleSheet("QLabel { color: black; font-size: 12px; } QPushButton { min-width: 70px; font-size: 11px; }") + reply = msg.exec() + + if reply == QMessageBox.Yes: + self.custom_vehicles.pop(name, None) + + for row in range(self.custom_vehicle_table.rowCount()): + item = self.custom_vehicle_table.item(row, 0) + if item and item.text() == name: + self.custom_vehicle_table.removeRow(row) + break + + if self.custom_vehicle_table.rowCount() == 0: + self.has_real_custom_vehicle = False + else: + self._update_row_borders() + + self._update_custom_vehicle_table_height() + self._update_custom_vehicle_box_height() + self._update_braking_vehicles_section() + + def reset_defaults(self): + """Reset Live Load inputs to schema default values""" + irc_section = next((s for s in self.schema.get("sections", []) if s.get("id") == "irc_vehicles_section"), None) + if irc_section: + default_checked = irc_section.get("default_checked", True) + for checkbox in self.owner.irc_vehicle_checkboxes: + checkbox.setChecked(default_checked) + + ecc_section = next((s for s in self.schema.get("sections", []) if s.get("id") == "eccentricity"), None) + if ecc_section: + self.owner.eccentricity_input.setText(ecc_section.get("default", "")) + + footpath_section = next((s for s in self.schema.get("sections", []) if s.get("id") == "footpath_pressure"), None) + if footpath_section: + self.owner.footpath_mode_combo.setCurrentText(footpath_section.get("default_mode", "")) + self.owner.footpath_value_input.setText(footpath_section.get("default_value", "")) + self.owner.footpath_value_input.setDisabled(True) + + self.custom_vehicle_table.setRowCount(0) + self.custom_vehicles.clear() + self.has_real_custom_vehicle = False + self._update_custom_vehicle_table_height() + self._update_custom_vehicle_box_height() + self._update_braking_vehicles_section() + + braking_section = next((s for s in self.schema.get("sections", []) if s.get("id") == "braking_section"), None) + if braking_section: + default_checked = braking_section.get("default_checked", True) + for checkbox in self.owner.braking_vehicle_checkboxes: + checkbox.setChecked(default_checked) + + def _update_custom_vehicle_table_height(self): + rows = self.custom_vehicle_table.rowCount() + if rows == 0: + self.custom_vehicle_table.setFixedHeight(0) + return + + total_height = 0 + for row in range(rows): + total_height += self.custom_vehicle_table.rowHeight(row) + total_height += 4 + total_height = min(total_height, 150) + self.custom_vehicle_table.setFixedHeight(total_height) + + def _update_custom_vehicle_box_height(self): + """Update the custom vehicle box height based on content""" + rows = self.custom_vehicle_table.rowCount() + FIELD_HEIGHT = self.schema.get("field_height", 28) + base_height = FIELD_HEIGHT + 24 + 8 + + if rows == 0: + self.custom_vehicle_box.setFixedHeight(base_height) + else: + table_height = self.custom_vehicle_table.height() + total_height = base_height + table_height + self.custom_vehicle_box.setFixedHeight(total_height) \ No newline at end of file diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/load_combination_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/load_combination_tab.py index 03089c797..f91ec3773 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/load_combination_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/load_combination_tab.py @@ -17,21 +17,17 @@ from PySide6.QtWidgets import QHeaderView from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style - +from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar +from osdagbridge.core.bridge_types.plate_girder.ui_fields_additional_input import ( + LOAD_COMBINATION_TAB_SCHEMA, +) class LoadCombinationTab(QWidget): - """Load combination editor with add/edit modal.""" def __init__(self, owner): super().__init__(owner) self.owner = owner - self.load_combo_items = getattr(owner, "load_combo_items", []) or [ - {"name": "DL + LL", "items": [{"case": "DL", "factor": "1.0"}, {"case": "LL", "factor": "1.0"}]}, - { - "name": "1.35 DL + 1.5 LL", - "items": [{"case": "DL", "factor": "1.35"}, {"case": "LL", "factor": "1.5"}], - }, - ] + self.load_combo_items = getattr(owner, "load_combo_items", []) owner.load_combo_items = self.load_combo_items self._build_ui() @@ -48,7 +44,6 @@ def _build_ui(self): content_row.setSpacing(16) heading_style = "font-size: 12px; font-weight: 700; color: #2b2b2b; background: transparent; border: none;" - label_style = "font-size: 11px; color: #3a3a3a; background: transparent; border: none;" left_card = owner._create_card() left_card.setStyleSheet( @@ -58,56 +53,66 @@ def _build_ui(self): left_layout.setContentsMargins(16, 16, 16, 16) left_layout.setSpacing(10) - title = QLabel("Inputs:") + title = QLabel("Load Combination Inputs") title.setStyleSheet(heading_style) left_layout.addWidget(title) - combo_label = QLabel("Load Combination") - combo_label.setStyleSheet( - "font-size: 11px; font-style: italic; color: #2b2b2b; background: transparent; border: none;" - ) - left_layout.addWidget(combo_label) - - auto_row = QHBoxLayout() - auto_row.setSpacing(8) - auto_row.setContentsMargins(0, 0, 0, 0) - auto_label = QLabel("Auto include all IRC 6 Load Combinations") - auto_label.setStyleSheet(label_style) - owner.auto_include_checkbox = QCheckBox() - auto_row.addWidget(auto_label) - auto_row.addWidget(owner.auto_include_checkbox) - auto_row.addStretch() - left_layout.addLayout(auto_row) - - controls_row = QHBoxLayout() - controls_row.setSpacing(6) - owner.load_combo_add_btn = QPushButton("Add") - owner.load_combo_edit_btn = QPushButton("Edit") - owner.load_combo_delete_btn = QPushButton("Delete") - for btn in (owner.load_combo_add_btn, owner.load_combo_edit_btn, owner.load_combo_delete_btn): - btn.setFixedWidth(60) - btn.setStyleSheet( - "QPushButton { background: #ffffff; border: 1px solid #a0a0a0; border-radius: 3px; padding: 4px 10px; font-size: 11px; color: #2a2a2a; }" - "QPushButton:hover { background: #f0f0f0; }" - "QPushButton:pressed { background: #e0e0e0; }" - ) - controls_row.addWidget(btn) - controls_row.addStretch() + controls_row = self._build_controls_row() left_layout.addLayout(controls_row) - list_card = QFrame() - list_card.setStyleSheet( - "QFrame { border: 1px solid #a0a0a0; border-radius: 4px; background-color: #ffffff; }" - ) - list_layout = QVBoxLayout(list_card) - list_layout.setContentsMargins(10, 10, 10, 10) - list_layout.setSpacing(6) - - self.load_combo_list_layout = QVBoxLayout() - self.load_combo_list_layout.setContentsMargins(2, 2, 2, 2) - self.load_combo_list_layout.setSpacing(6) - list_layout.addLayout(self.load_combo_list_layout) - left_layout.addWidget(list_card) + self.load_combo_table = QTableWidget(0, 3) + self.load_combo_table.setHorizontalHeaderLabels(["Sr. No.", "Combination Name", "Include"]) + self.load_combo_table.verticalHeader().setDefaultSectionSize(40) + + self.load_combo_table.horizontalHeader().setSectionResizeMode(0, QHeaderView.Fixed) + self.load_combo_table.horizontalHeader().setSectionResizeMode(1, QHeaderView.Stretch) + self.load_combo_table.horizontalHeader().setSectionResizeMode(2, QHeaderView.Fixed) + self.load_combo_table.setColumnWidth(0, 80) + self.load_combo_table.setColumnWidth(2, 100) + + self.load_combo_table.verticalHeader().setVisible(False) + self.load_combo_table.horizontalHeader().setStretchLastSection(True) + self.load_combo_table.setSelectionBehavior(QTableWidget.SelectRows) + self.load_combo_table.setSelectionMode(QTableWidget.SingleSelection) + self.load_combo_table.setShowGrid(True) + + self.load_combo_table.setStyleSheet(""" + QTableWidget { + background-color: #ffffff; + border: 1px solid #a0a0a0; + border-radius: 4px; + gridline-color: #d0d0d0; + selection-background-color: #e3f2fd; + } + QTableWidget::item { + padding: 8px; + color: #2a2a2a; + font-size: 11px; + border: none; + } + QTableWidget::item:selected { + background-color: #e3f2fd; + color: #1a1a1a; + } + QHeaderView::section { + background-color: #f8f8f8; + color: #2a2a2a; + font-size: 11px; + font-weight: 600; + padding: 8px; + border: none; + border-right: 1px solid #d0d0d0; + border-bottom: 1px solid #d0d0d0; + } + QHeaderView::section:last { + + } + """) + self.load_combo_table.setFixedHeight(180) + self.load_combo_table.setMaximumHeight(260) + self.load_combo_table.setAlternatingRowColors(False) + + left_layout.addWidget(self.load_combo_table) left_layout.addStretch() right_card = owner._create_card() @@ -134,169 +139,359 @@ def _build_ui(self): owner.load_combo_edit_btn.clicked.connect(self._on_edit_load_combo) owner.load_combo_delete_btn.clicked.connect(self._on_delete_load_combo) - self._refresh_load_combo_list() + self._refresh_load_combo_table() + + def _build_controls_row(self): + schema = LOAD_COMBINATION_TAB_SCHEMA + controls_row = QHBoxLayout() + controls_row.setSpacing(6) + + button_style = ( + "QPushButton { background: #ffffff; border: 1px solid #a0a0a0; border-radius: 3px; " + "padding: 4px 10px; font-size: 11px; color: #2a2a2a; }" + "QPushButton:hover { background: #f0f0f0; }" + "QPushButton:pressed { background: #e0e0e0; }" + ) + + for btn_config in schema["controls"]: + if btn_config["label"] == "Default": + continue + btn = QPushButton(btn_config["label"]) + btn.setFixedWidth(btn_config["width"]) + btn.setStyleSheet(button_style) + setattr(self.owner, btn_config["bind"], btn) + controls_row.addWidget(btn) + + controls_row.addStretch() + return controls_row + + def _get_default_combos(self): + return [] - def _refresh_load_combo_list(self): - if not hasattr(self, "load_combo_list_layout"): + def _refresh_load_combo_table(self): + if not hasattr(self, "load_combo_table"): return - while self.load_combo_list_layout.count(): - item = self.load_combo_list_layout.takeAt(0) - widget = item.widget() - if widget: - widget.deleteLater() - self.load_combo_checkboxes = [] + + self.load_combo_table.setRowCount(0) + if not self.load_combo_items: - empty_lbl = QLabel("No combinations added yet.") - empty_lbl.setStyleSheet("font-size: 11px; color: #6a6a6a; background: transparent; border: none;") - self.load_combo_list_layout.addWidget(empty_lbl) - self.load_combo_list_layout.addStretch() + self.load_combo_table.setFixedHeight(180) return - for combo in self.load_combo_items: - row = QHBoxLayout() - row.setContentsMargins(2, 0, 2, 0) - row.setSpacing(6) - label = QLabel(combo.get("name", "Combination")) - label.setStyleSheet( - "font-size: 11px; font-style: italic; color: #3a3a3a; background: transparent; border: none;" - ) + + for idx, combo in enumerate(self.load_combo_items): + row_idx = self.load_combo_table.rowCount() + self.load_combo_table.insertRow(row_idx) + + sr_no_item = QTableWidgetItem(str(idx + 1)) + sr_no_item.setTextAlignment(Qt.AlignCenter) + sr_no_item.setFlags(sr_no_item.flags() & ~Qt.ItemIsEditable) + self.load_combo_table.setItem(row_idx, 0, sr_no_item) + + name_item = QTableWidgetItem(combo.get("name", "Combination")) + name_item.setTextAlignment(Qt.AlignLeft | Qt.AlignVCenter) + name_item.setFlags(name_item.flags() & ~Qt.ItemIsEditable) + self.load_combo_table.setItem(row_idx, 1, name_item) + + checkbox_widget = QWidget() + checkbox_widget.setStyleSheet("background-color: transparent;") + checkbox_layout = QHBoxLayout(checkbox_widget) + checkbox_layout.setContentsMargins(0, 0, 0, 0) + checkbox_layout.setSpacing(0) + checkbox_layout.setAlignment(Qt.AlignCenter) + checkbox = QCheckBox() - row.addWidget(label) - row.addStretch() - row.addWidget(checkbox) - container = QWidget() - container.setLayout(row) - self.load_combo_list_layout.addWidget(container) - self.load_combo_checkboxes.append((combo, checkbox)) - - self.load_combo_list_layout.addStretch() - - def _get_selected_load_combos(self): - if not getattr(self, "load_combo_checkboxes", None): - return [] - return [idx for idx, (_, cb) in enumerate(self.load_combo_checkboxes) if cb.isChecked()] + checkbox.setChecked(combo.get("included", False)) + checkbox.setFixedHeight(28) + checkbox.setStyleSheet(""" + QCheckBox { + spacing: 0px; + background-color: transparent; + } + """) + checkbox.setChecked(combo.get("included", False)) + checkbox_layout.addWidget(checkbox) + + self.load_combo_table.setCellWidget(row_idx, 2, checkbox_widget) + + + row_height = self.load_combo_table.verticalHeader().defaultSectionSize() + header_height = self.load_combo_table.horizontalHeader().height() + row_count = self.load_combo_table.rowCount() + + extra = 8 + new_height = header_height + (row_count * row_height) + extra + new_height = max(180, min(new_height, 260)) + self.load_combo_table.setFixedHeight(new_height) + + + def _get_selected_load_combo_index(self): + current_row = self.load_combo_table.currentRow() + if current_row < 0 or current_row >= len(self.load_combo_items): + return None + return current_row + + def _get_included_load_combos(self): + included = [] + for row_idx in range(self.load_combo_table.rowCount()): + checkbox_widget = self.load_combo_table.cellWidget(row_idx, 2) + if checkbox_widget: + checkbox = checkbox_widget.findChild(QCheckBox) + if checkbox and checkbox.isChecked(): + included.append(row_idx) + return included def _on_add_load_combo(self): data = self._open_load_combo_dialog() if data: self.load_combo_items.append(data) - self._refresh_load_combo_list() + self._refresh_load_combo_table() def _on_edit_load_combo(self): - selected = self._get_selected_load_combos() - if not selected: + index = self._get_selected_load_combo_index() + if index is None: return - if len(selected) > 1: - return - index = selected[0] + current = self.load_combo_items[index] data = self._open_load_combo_dialog(existing=current) if data: self.load_combo_items[index] = data - self._refresh_load_combo_list() + self._refresh_load_combo_table() def _on_delete_load_combo(self): - selected = self._get_selected_load_combos() - if not selected: + index = self._get_selected_load_combo_index() + if index is None: return - self.load_combo_items = [item for idx, item in enumerate(self.load_combo_items) if idx not in selected] + + self.load_combo_items.pop(index) self.owner.load_combo_items = self.load_combo_items - self._refresh_load_combo_list() + self._refresh_load_combo_table() def _open_load_combo_dialog(self, existing=None): dialog = QDialog(self) + dialog.setObjectName("LoadCombinationDialog") + dialog.setWindowFlags(Qt.FramelessWindowHint | Qt.Dialog) dialog.setModal(True) - dialog.setWindowTitle("Edit Load Combination" if existing else "Add Load Combination") - dialog.setMinimumWidth(520) - - layout = QVBoxLayout(dialog) - layout.setContentsMargins(14, 14, 14, 14) - layout.setSpacing(10) + dialog.setMinimumWidth(600) + dialog.setMinimumHeight(500) + + main_layout = QVBoxLayout(dialog) + main_layout.setContentsMargins(1, 1, 1, 1) + main_layout.setSpacing(0) + + title_bar = CustomTitleBar() + title_bar.setObjectName("LoadComboTitleBar") + title_bar.setTitle("Edit Load Combination" if existing else "Add Load Combination") + main_layout.addWidget(title_bar) + + separator = QFrame() + separator.setFixedHeight(1) + separator.setStyleSheet("background-color: rgba(144, 175, 19, 85);") + main_layout.addWidget(separator) + + content_widget = QWidget(dialog) + main_layout.addWidget(content_widget, 1) + + dialog.setStyleSheet(""" + QDialog#LoadCombinationDialog { + background-color: #ffffff; + border: 1px solid rgba(144, 175, 19, 140); + border-radius: 4px; + } + """) + + title_bar.setStyleSheet(""" + QWidget#LoadComboTitleBar { + background-color: transparent; + } + QToolButton#CloseButton { + background-color: transparent; + border: none; + color: #2b2b2b; + font-size: 16px; + } + QToolButton#CloseButton:hover { + background-color: #e81123; + color: white; + } + QToolButton#CloseButton:pressed { + background-color: #c50d1c; + } + """) + + layout = QVBoxLayout(content_widget) + layout.setContentsMargins(16, 16, 16, 16) + layout.setSpacing(8) label_style = "font-size: 11px; color: #2a2a2a; background: transparent; border: none;" name_row = QHBoxLayout() - name_row.setSpacing(8) + name_row.setSpacing(10) name_label = QLabel("Combination Name:") name_label.setStyleSheet(label_style) + name_label.setFixedWidth(140) name_input = QLineEdit() - name_input.setMinimumWidth(220) + name_input.setMinimumWidth(120) apply_field_style(name_input) name_row.addWidget(name_label) - name_row.addWidget(name_input, 1) + name_row.addWidget(name_input) + name_row.addStretch() layout.addLayout(name_row) - fields_row = QGridLayout() - fields_row.setContentsMargins(0, 0, 0, 0) - fields_row.setHorizontalSpacing(10) - fields_row.setVerticalSpacing(6) + input_section = QFrame() + input_section.setStyleSheet( + "QFrame { border: 1px solid #c0c0c0; border-radius: 4px; background-color: #f8f8f8; padding: 8px; }" + ) + input_section_layout = QVBoxLayout(input_section) + input_section_layout.setContentsMargins(12, 12, 12, 12) + input_section_layout.setSpacing(10) + + fields_row = QHBoxLayout() + fields_row.setSpacing(12) load_case_label = QLabel("Load Case:") load_case_label.setStyleSheet(label_style) load_case_combo = QComboBox() load_case_combo.addItems(["DL", "SIDL", "LL", "WL", "EL", "IMF", "TL"]) + load_case_combo.setMinimumWidth(100) apply_field_style(load_case_combo) factor_label = QLabel("Partial Safety Factor:") factor_label.setStyleSheet(label_style) factor_input = QLineEdit() factor_input.setText("1.0") - factor_input.setMinimumWidth(80) + factor_input.setFixedWidth(100) apply_field_style(factor_input) - fields_row.addWidget(load_case_label, 0, 0, Qt.AlignLeft) - fields_row.addWidget(load_case_combo, 0, 1, Qt.AlignLeft) - fields_row.addWidget(factor_label, 0, 2, Qt.AlignLeft) - fields_row.addWidget(factor_input, 0, 3, Qt.AlignLeft) - fields_row.setColumnStretch(4, 1) - layout.addLayout(fields_row) + fields_row.addWidget(load_case_label) + fields_row.addWidget(load_case_combo) + fields_row.addSpacing(20) + fields_row.addWidget(factor_label) + fields_row.addWidget(factor_input) + fields_row.addStretch() - table_row = QHBoxLayout() - table_row.setSpacing(8) + input_section_layout.addLayout(fields_row) + layout.addWidget(input_section) + + table_container = QFrame() + table_container.setStyleSheet( + "QFrame { border: 1px solid #c0c0c0; border-radius: 4px; background-color: #ffffff; }" + ) + table_container_layout = QHBoxLayout(table_container) + table_container_layout.setContentsMargins(10, 10, 10, 10) + table_container_layout.setSpacing(10) table = QTableWidget(0, 3) - table.setHorizontalHeaderLabels(["S.No", "Load Case", "Partial Safety Factor"]) - table.horizontalHeader().setSectionResizeMode(0, QHeaderView.ResizeToContents) + table.setHorizontalHeaderLabels(["Sr.No", "Load Case", "Partial Safety Factor"]) + + table.horizontalHeader().setSectionResizeMode(0, QHeaderView.Fixed) table.horizontalHeader().setSectionResizeMode(1, QHeaderView.Stretch) - table.horizontalHeader().setSectionResizeMode(2, QHeaderView.ResizeToContents) + table.horizontalHeader().setSectionResizeMode(2, QHeaderView.Stretch) + table.setColumnWidth(0, 60) + table.verticalHeader().setVisible(False) - table.setStyleSheet( - "QTableWidget { background: #ffffff; } QHeaderView::section { color: #2a2a2a; background: #efefef; font-size: 10px; }" - ) - table.setMinimumHeight(220) + table.setSelectionBehavior(QTableWidget.SelectRows) + table.setSelectionMode(QTableWidget.SingleSelection) + + table.setStyleSheet(""" + QTableWidget { + background-color: #ffffff; + border: 1px solid #d0d0d0; + gridline-color: #e0e0e0; + selection-background-color: #d0e8ff; + } + QTableWidget::item { + padding: 6px; + color: #2a2a2a; + font-size: 11px; + border-bottom: 1px solid #e8e8e8; + } + QTableWidget::item:selected { + background-color: #d0e8ff; + color: #1a1a1a; + } + QHeaderView::section { + background-color: #f0f0f0; + color: #2a2a2a; + font-size: 11px; + font-weight: 600; + padding: 8px; + border: 1px solid #d0d0d0; + border-bottom: 2px solid #a0a0a0; + } + QHeaderView::section:horizontal { + border-top: none; + } + """) + + table.setMinimumHeight(250) + table.setAlternatingRowColors(True) button_col = QVBoxLayout() - button_col.setSpacing(6) + button_col.setSpacing(8) add_btn = QPushButton("Add") modify_btn = QPushButton("Modify") delete_btn = QPushButton("Delete") + for btn in (add_btn, modify_btn, delete_btn): - btn.setFixedWidth(80) + btn.setFixedWidth(90) + btn.setFixedHeight(32) btn.setStyleSheet( - "QPushButton { background: #ffffff; border: 1px solid #a0a0a0; border-radius: 3px; padding: 5px 12px; font-size: 11px; color: #2a2a2a; }" - "QPushButton:hover { background: #f0f0f0; }" - "QPushButton:pressed { background: #e0e0e0; }" + "QPushButton { " + " background: #ffffff; " + " border: 1px solid #a0a0a0; " + " border-radius: 4px; " + " padding: 6px 12px; " + " font-size: 11px; " + " font-weight: 500; " + " color: #2a2a2a; " + "}" + "QPushButton:hover { " + " background: #f0f0f0; " + " border: 1px solid #808080; " + "}" + "QPushButton:pressed { " + " background: #e0e0e0; " + "}" ) button_col.addWidget(btn) + button_col.addStretch() - table_row.addWidget(table, 1) - table_row.addLayout(button_col) - layout.addLayout(table_row) + table_container_layout.addWidget(table, 1) + table_container_layout.addLayout(button_col) + + layout.addWidget(table_container) action_row = QHBoxLayout() - action_row.setContentsMargins(0, 4, 0, 0) + action_row.setContentsMargins(0, 8, 0, 0) action_row.addStretch() cancel_btn = QPushButton("Cancel") save_btn = QPushButton("Save") + for btn in (cancel_btn, save_btn): - btn.setFixedWidth(80) + btn.setFixedWidth(100) + btn.setFixedHeight(36) btn.setStyleSheet( - "QPushButton { background: #c8c8c8; border: 1px solid #a0a0a0; border-radius: 3px; padding: 6px 14px; font-weight: 600; font-size: 11px; color: #2a2a2a; }" - "QPushButton:hover { background: #d8d8d8; }" - "QPushButton:pressed { background: #b8b8b8; }" + "QPushButton { " + " background: #c8c8c8; " + " border: 1px solid #a0a0a0; " + " border-radius: 4px; " + " padding: 8px 16px; " + " font-weight: 600; " + " font-size: 11px; " + " color: #2a2a2a; " + "}" + "QPushButton:hover { " + " background: #d8d8d8; " + "}" + "QPushButton:pressed { " + " background: #b8b8b8; " + "}" ) + action_row.addWidget(cancel_btn) + action_row.addSpacing(8) action_row.addWidget(save_btn) layout.addLayout(action_row) @@ -305,24 +500,57 @@ def refresh_row_numbers(): item = table.item(row_idx, 0) if item: item.setText(str(row_idx + 1)) + else: + new_item = QTableWidgetItem(str(row_idx + 1)) + new_item.setTextAlignment(Qt.AlignCenter) + new_item.setFlags(new_item.flags() & ~Qt.ItemIsEditable) + table.setItem(row_idx, 0, new_item) def add_row(): case_text = load_case_combo.currentText().strip() factor_text = factor_input.text().strip() or "1.0" + + if not case_text: + return + row_idx = table.rowCount() table.insertRow(row_idx) - table.setItem(row_idx, 0, QTableWidgetItem(str(row_idx + 1))) - table.setItem(row_idx, 1, QTableWidgetItem(case_text)) - table.setItem(row_idx, 2, QTableWidgetItem(factor_text)) + + s_no_item = QTableWidgetItem(str(row_idx + 1)) + s_no_item.setTextAlignment(Qt.AlignCenter) + s_no_item.setFlags(s_no_item.flags() & ~Qt.ItemIsEditable) + table.setItem(row_idx, 0, s_no_item) + + case_item = QTableWidgetItem(case_text) + case_item.setTextAlignment(Qt.AlignLeft | Qt.AlignVCenter) + case_item.setFlags(case_item.flags() & ~Qt.ItemIsEditable) + table.setItem(row_idx, 1, case_item) + + factor_item = QTableWidgetItem(factor_text) + factor_item.setTextAlignment(Qt.AlignLeft | Qt.AlignVCenter) + factor_item.setFlags(factor_item.flags() & ~Qt.ItemIsEditable) + table.setItem(row_idx, 2, factor_item) + refresh_row_numbers() + factor_input.setText("1.0") def modify_row(): row_idx = table.currentRow() if row_idx < 0: return - table.setItem(row_idx, 1, QTableWidgetItem(load_case_combo.currentText().strip())) - table.setItem(row_idx, 2, QTableWidgetItem(factor_input.text().strip() or "1.0")) - refresh_row_numbers() + + case_text = load_case_combo.currentText().strip() + factor_text = factor_input.text().strip() or "1.0" + + case_item = QTableWidgetItem(case_text) + case_item.setTextAlignment(Qt.AlignLeft | Qt.AlignVCenter) + case_item.setFlags(case_item.flags() & ~Qt.ItemIsEditable) + table.setItem(row_idx, 1, case_item) + + factor_item = QTableWidgetItem(factor_text) + factor_item.setTextAlignment(Qt.AlignLeft | Qt.AlignVCenter) + factor_item.setFlags(factor_item.flags() & ~Qt.ItemIsEditable) + table.setItem(row_idx, 2, factor_item) def delete_row(): row_idx = table.currentRow() @@ -331,29 +559,51 @@ def delete_row(): table.removeRow(row_idx) refresh_row_numbers() + def on_table_selection_changed(): + row_idx = table.currentRow() + if row_idx >= 0: + case_item = table.item(row_idx, 1) + factor_item = table.item(row_idx, 2) + + if case_item: + load_case_combo.setCurrentText(case_item.text()) + if factor_item: + factor_input.setText(factor_item.text()) + def load_existing(): if not existing: return + name_input.setText(existing.get("name", "")) + for item in existing.get("items", []): case_text = item.get("case", "") - factor_text = item.get("factor", "") + factor_text = item.get("factor", "1.0") + if case_text: load_case_combo.setCurrentText(case_text) - factor_input.setText(factor_text or "1.0") - add_row() + factor_input.setText(factor_text) + add_row() def on_save(): name_text = name_input.text().strip() or "Load Combination" rows = [] + for row_idx in range(table.rowCount()): case_item = table.item(row_idx, 1) factor_item = table.item(row_idx, 2) + if not case_item or not factor_item: continue - rows.append({"case": case_item.text(), "factor": factor_item.text()}) + + rows.append({ + "case": case_item.text(), + "factor": factor_item.text() + }) + if not rows: return + dialog.accept() dialog.result_data = {"name": name_text, "items": rows} @@ -362,9 +612,10 @@ def on_save(): delete_btn.clicked.connect(delete_row) save_btn.clicked.connect(on_save) cancel_btn.clicked.connect(dialog.reject) + table.itemSelectionChanged.connect(on_table_selection_changed) load_existing() if dialog.exec() == QDialog.Accepted: return getattr(dialog, "result_data", None) - return None + return None \ No newline at end of file diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/permanent_load_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/permanent_load_tab.py index a0b0c1a4c..66e7582a9 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/permanent_load_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/permanent_load_tab.py @@ -1,5 +1,12 @@ -from PySide6.QtCore import Qt -from PySide6.QtWidgets import QWidget, QVBoxLayout, QHBoxLayout, QLabel +from PySide6.QtCore import Qt, QLocale +from PySide6.QtWidgets import QWidget, QVBoxLayout, QHBoxLayout, QLabel, QFrame, QComboBox, QLineEdit +from PySide6.QtGui import QDoubleValidator + +from osdagbridge.core.bridge_types.plate_girder.ui_fields_additional_input import PERMANENT_LOAD_TAB_SCHEMA + +LABEL_MIN_WIDTH = 220 +FIELD_WIDTH = 180 +FIELD_HEIGHT = 28 class PermanentLoadTab(QWidget): @@ -26,44 +33,165 @@ def _build_ui(self): left_card.setStyleSheet( "QFrame { border: 1px solid #b2b2b2; border-radius: 10px; background-color: #ffffff; }" ) - left_layout = QVBoxLayout(left_card) - left_layout.setContentsMargins(16, 16, 16, 16) - left_layout.setSpacing(16) - - owner._add_load_section(left_layout, "Dead Load (DL):", [ - ("Include Member Self Weight:", owner._create_yes_no_combo()), - ("Self-weight factor:", owner._create_line_edit()), - ("Include Concrete Deck Weight:", owner._create_yes_no_combo()), - ]) - - owner._add_load_section(left_layout, "Dead Load for Surfacing (DW):", [ - ("Include Load from Wearing Course:", owner._create_yes_no_combo()), - ]) - - owner._add_load_section(left_layout, "Super-Imposed Dead Load (SIDL):", [ - ("Include Load from Crash Barrier:", owner._create_yes_no_combo()), - ("Include Load from Median:", owner._create_yes_no_combo()), - ("Include Load from Railing:", owner._create_yes_no_combo()), - ]) + left_card_layout = QVBoxLayout(left_card) + left_card_layout.setContentsMargins(0, 0, 0, 0) + left_card_layout.setSpacing(0) + + content_wrapper = QWidget() + content_wrapper.setStyleSheet("background-color: #ffffff;") + left_layout = QVBoxLayout(content_wrapper) + left_layout.setContentsMargins(14, 14, 14, 14) + left_layout.setSpacing(12) + + schema = PERMANENT_LOAD_TAB_SCHEMA + label_width = schema.get("label_width", LABEL_MIN_WIDTH) + + for section in schema.get("sections", []): + section_box = self._create_section_box(section, label_width) + left_layout.addWidget(section_box) left_layout.addStretch() + left_card_layout.addWidget(content_wrapper) right_card = owner._create_card() right_card.setStyleSheet( - "QFrame { border: 1px solid #9c9c9c; border-radius: 10px; background-color: #c8c8c8; }" + "QFrame { border: 1px solid #9c9c9c; border-radius: 10px; background-color: #d4d4d4; }" ) - right_card.setMinimumWidth(270) - right_card.setMinimumHeight(360) + right_card.setMinimumWidth(260) + right_card.setMinimumHeight(420) right_layout = QVBoxLayout(right_card) - right_layout.setContentsMargins(18, 18, 18, 18) - right_layout.setSpacing(12) - description_label = QLabel("Description Box") - description_label.setAlignment(Qt.AlignCenter) - description_label.setStyleSheet("font-size: 12px; font-weight: 700; color: #000000;") - description_label.setMinimumHeight(320) - right_layout.addWidget(description_label) + right_layout.setContentsMargins(16, 16, 16, 16) + right_layout.setSpacing(10) + + description = schema.get("description", {}) + + desc_title = QLabel(description.get("title", "Description Box")) + desc_title.setAlignment(Qt.AlignCenter) + desc_title.setStyleSheet("font-size: 12px; font-weight: 700; color: #000000; background: transparent; border: none;") + right_layout.addWidget(desc_title) + + desc_text = QLabel(description.get("text", "")) + desc_text.setWordWrap(True) + desc_text.setStyleSheet("font-size: 11px; color: #4b4b4b; background: transparent; border: none;") + right_layout.addWidget(desc_text) + right_layout.addStretch() content_row.addWidget(left_card, 3) content_row.addWidget(right_card, 2) page_layout.addLayout(content_row) + + def _create_section_box(self, section, label_width): + """Create a grouped section box from schema definition""" + section_box = QFrame() + section_box.setStyleSheet(""" + QFrame { + border: 1px solid #9c9c9c; + border-radius: 6px; + background-color: #ffffff; + padding: 0px; + } + """) + section_box_layout = QVBoxLayout(section_box) + section_box_layout.setContentsMargins(12, 12, 12, 12) + section_box_layout.setSpacing(14) + + if "title" in section: + title_label = QLabel(section["title"]) + title_label.setStyleSheet("font-size: 11px; font-weight: 700; color: #3a3a3a; background: transparent; border: none;") + section_box_layout.addWidget(title_label) + + label_style = "font-size: 11px; font-weight: 600; color: #3a3a3a; background: transparent; border: none;" + + for field_def in section.get("fields", []): + row = QHBoxLayout() + row.setSpacing(10) + + label = QLabel(field_def["label"]) + label.setStyleSheet(label_style) + label.setMinimumWidth(label_width) + row.addWidget(label) + + widget = self._create_field_widget(field_def) + widget.setFixedSize(FIELD_WIDTH, FIELD_HEIGHT) + row.addWidget(widget) + + row.addStretch() + section_box_layout.addLayout(row) + + return section_box + + def _create_field_widget(self, field_def): + """Create widget from field definition and bind it""" + field_type = field_def.get("type") + bind_name = field_def.get("bind") + + if field_type == "combo": + widget = self.owner._create_yes_no_combo() if field_def.get("choices") == ["Yes", "No"] else QComboBox() + + if field_def.get("choices") != ["Yes", "No"]: + choices = field_def.get("choices", []) + widget.addItems(choices) + + default = field_def.get("default") + if default: + widget.setCurrentText(default) + + elif field_type == "line": + widget = self.owner._create_line_edit() + + default = field_def.get("default") + if default: + widget.setText(default) + + validator_def = field_def.get("validator") + if validator_def and validator_def.get("type") == "double_range": + validator = QDoubleValidator( + validator_def.get("bottom", 0.0), + validator_def.get("top", 999999.0), + validator_def.get("decimals", 2), + widget + ) + validator.setLocale(QLocale(QLocale.English, QLocale.UnitedStates)) + validator.setNotation(QDoubleValidator.StandardNotation) + widget.setValidator(validator) + else: + widget = self.owner._create_line_edit() + + if bind_name: + setattr(self, bind_name, widget) + + return widget + + def update_dependency_states(self, has_median: bool, has_footpath: bool): + """ + Enable/disable load options based on basic inputs + """ + # Median dependency + if hasattr(self, 'include_median_combo'): + self.include_median_combo.setEnabled(has_median) + if not has_median: + self.include_median_combo.setCurrentText("No") + + # Railing dependency + if hasattr(self, 'include_railing_combo'): + self.include_railing_combo.setEnabled(has_footpath) + if not has_footpath: + self.include_railing_combo.setCurrentText("No") + + def reset_defaults(self): + """Reset Permanent Load inputs to default values""" + schema = PERMANENT_LOAD_TAB_SCHEMA + + for section in schema.get("sections", []): + for field_def in section.get("fields", []): + bind_name = field_def.get("bind") + default = field_def.get("default") + + if bind_name and default and hasattr(self, bind_name): + widget = getattr(self, bind_name) + + if isinstance(widget, QComboBox): + widget.setCurrentText(default) + elif isinstance(widget, QLineEdit): + widget.setText(default) \ No newline at end of file diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/seismic_load_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/seismic_load_tab.py index 8fe20485d..f391e7e8d 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/seismic_load_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/seismic_load_tab.py @@ -7,11 +7,11 @@ QComboBox, QLineEdit, QFrame, - QGridLayout, + QScrollArea, ) from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style - +from osdagbridge.core.bridge_types.plate_girder.ui_fields_additional_input import SEISMIC_LOAD_TAB_SCHEMA class SeismicLoadTab(QWidget): """Seismic/Earthquake Load tab content extracted from LoadingTab.""" @@ -19,13 +19,31 @@ class SeismicLoadTab(QWidget): def __init__(self, owner): super().__init__(owner) self.owner = owner + self.schema = SEISMIC_LOAD_TAB_SCHEMA self._build_ui() def _build_ui(self): owner = self.owner + schema = self.schema + + LABEL_MIN_WIDTH = schema.get("label_width", 220) + FIELD_WIDTH = schema.get("field_width", 180) + FIELD_HEIGHT = schema.get("field_height", 28) self.setStyleSheet("background-color: #f5f5f5;") - page_layout = QVBoxLayout(self) + + main_layout = QVBoxLayout(self) + main_layout.setContentsMargins(0, 0, 0, 0) + main_layout.setSpacing(0) + + scroll_area = QScrollArea() + scroll_area.setWidgetResizable(True) + scroll_area.setFrameShape(QFrame.NoFrame) + scroll_area.setStyleSheet("QScrollArea { background-color: #f5f5f5; border: none; }") + + scroll_content = QWidget() + scroll_content.setStyleSheet("background-color: #f5f5f5;") + page_layout = QVBoxLayout(scroll_content) page_layout.setContentsMargins(12, 12, 12, 12) page_layout.setSpacing(12) @@ -35,145 +53,181 @@ def _build_ui(self): left_card = owner._create_card() left_card.setStyleSheet("QFrame { border: 1px solid #b2b2b2; border-radius: 10px; background-color: #ffffff; }") - left_layout = QVBoxLayout(left_card) - left_layout.setContentsMargins(16, 16, 16, 16) + left_card_layout = QVBoxLayout(left_card) + left_card_layout.setContentsMargins(0, 0, 0, 0) + left_card_layout.setSpacing(0) + + content_wrapper = QWidget() + content_wrapper.setStyleSheet("background-color: #ffffff;") + left_layout = QVBoxLayout(content_wrapper) + left_layout.setContentsMargins(14, 14, 14, 14) left_layout.setSpacing(12) - title = QLabel("Seismic/Earthquake Load (EL) Inputs for Evaluation per IRC 6") - title.setStyleSheet("font-size: 12px; font-weight: 700; color: #2b2b2b; background: transparent; border: none;") - left_layout.addWidget(title) - - label_style = "font-size: 11px; color: #3a3a3a; background: transparent; border: none;" - field_width = 120 - field_height = 28 - - seismic_inputs_box = QFrame() - seismic_inputs_box.setStyleSheet("QFrame { border: 1px solid #b2b2b2; border-radius: 8px; background-color: #ffffff; }") - seismic_inputs_layout = QGridLayout(seismic_inputs_box) - seismic_inputs_layout.setContentsMargins(12, 16, 12, 16) - seismic_inputs_layout.setHorizontalSpacing(12) - seismic_inputs_layout.setVerticalSpacing(6) - seismic_inputs_layout.setColumnMinimumWidth(0, 200) - seismic_inputs_layout.setColumnMinimumWidth(1, 140) - seismic_inputs_layout.setColumnMinimumWidth(2, 140) - seismic_inputs_layout.setColumnStretch(2, 1) - - row = 0 - - def add_combo(label_text, combo_items, attr_name, with_custom=False, placeholder="Custom Value"): - nonlocal row - lbl = QLabel(label_text) - lbl.setStyleSheet(label_style) - lbl.setFixedHeight(field_height) - combo = QComboBox() - combo.addItems(combo_items) - combo.setFixedSize(field_width, field_height) - apply_field_style(combo) - seismic_inputs_layout.addWidget(lbl, row, 0, Qt.AlignLeft | Qt.AlignVCenter) - seismic_inputs_layout.addWidget(combo, row, 1, Qt.AlignLeft) - setattr(owner, attr_name, combo) - - if with_custom: - custom = QLineEdit() - custom.setPlaceholderText(placeholder) - custom.setFixedSize(field_width, field_height) - custom.setEnabled(False) - apply_field_style(custom) - seismic_inputs_layout.addWidget(custom, row, 2, Qt.AlignLeft) - row += 1 - return combo, custom - - row += 1 - - return combo, None - - def add_line_edit(label_text, attr_name, default=None): - nonlocal row - lbl = QLabel(label_text) - lbl.setStyleSheet(label_style) - lbl.setFixedHeight(field_height) - line = QLineEdit() - if default is not None: - line.setText(default) - line.setFixedSize(field_width, field_height) - apply_field_style(line) - seismic_inputs_layout.addWidget(lbl, row, 0, Qt.AlignLeft | Qt.AlignVCenter) - seismic_inputs_layout.addWidget(line, row, 1, Qt.AlignLeft) - setattr(owner, attr_name, line) - row += 1 - - add_combo("Seismic Zone:", ["II", "III", "IV", "V"], "seismic_zone_combo") - add_line_edit("Importance Factor:", "importance_factor_input", "1") - add_combo("Type of Soil:", [ - "Type I – Rocky or Hard", - "Type II – Medium Soil", - "Type III – Soft Soil" - ], "soil_type_combo") - add_line_edit("Time Period:", "time_period_input") - add_line_edit("Damping Percentage:", "damping_input", "2") - add_combo("Response Reduction Factor:", ["1", "2", "3", "4", "5"], "response_factor_combo") - owner.response_factor_combo.setCurrentText("1") - _, owner.dead_load_custom_input = add_combo( - "Dead Load for Seismic Force (kN):", - ["Automatic", "Custom"], - "dead_load_seismic_combo", - with_custom=True, - ) + label_style = "font-size: 11px; font-weight: 600; color: #3a3a3a; background: transparent; border: none;" - _, owner.live_load_custom_input = add_combo( - "Live Load for Seismic Force (kN):", - ["Automatic", "Custom"], - "live_load_seismic_combo", - with_custom=True, - ) + for section in schema.get("sections", []): + section_type = section.get("type") + section_id = section.get("id") + + if section_type == "input_group" and section_id == "seismic_inputs_section": + seismic_inputs_box = QFrame() + seismic_inputs_box.setStyleSheet(""" + QFrame { + border: 1px solid #9c9c9c; + border-radius: 6px; + background-color: #ffffff; + padding: 0px; + } + """) + seismic_inputs_box_layout = QVBoxLayout(seismic_inputs_box) + seismic_inputs_box_layout.setContentsMargins(12, 12, 12, 12) + seismic_inputs_box_layout.setSpacing(14) + + seismic_title = QLabel(section.get("title", "")) + seismic_title.setStyleSheet("font-size: 12px; font-weight: 700; color: #3a3a3a; background: transparent; border: none;") + seismic_inputs_box_layout.addWidget(seismic_title) + + for field in section.get("fields", []): + field_type = field.get("type") + + row_layout = QHBoxLayout() + row_layout.setSpacing(10) + + lbl = QLabel(field.get("label", "")) + lbl.setStyleSheet(label_style) + lbl.setMinimumWidth(LABEL_MIN_WIDTH) + row_layout.addWidget(lbl) + + if field_type == "combo": + widget = QComboBox() + widget.addItems(field.get("choices", [])) + if field.get("default"): + widget.setCurrentText(field.get("default")) + widget.setFixedSize(FIELD_WIDTH, FIELD_HEIGHT) + apply_field_style(widget) + + bind_name = field.get("bind") + if bind_name: + setattr(self, bind_name, widget) + + row_layout.addWidget(widget) + + elif field_type == "line": + widget = QLineEdit() + if field.get("default"): + widget.setText(field.get("default")) + widget.setFixedSize(FIELD_WIDTH, FIELD_HEIGHT) + apply_field_style(widget) + + bind_name = field.get("bind") + if bind_name: + setattr(self, bind_name, widget) + + row_layout.addWidget(widget) + + elif field_type == "mode_line": + mode_combo = QComboBox() + mode_combo.addItems(field.get("mode_choices", [])) + if field.get("default_mode"): + mode_combo.setCurrentText(field.get("default_mode")) + mode_combo.setFixedSize(FIELD_WIDTH, FIELD_HEIGHT) + apply_field_style(mode_combo) + + mode_bind = field.get("bind_mode") + if mode_bind: + setattr(self, mode_bind, mode_combo) + + row_layout.addWidget(mode_combo) + + value_input = QLineEdit() + value_input.setPlaceholderText(field.get("placeholder", "")) + value_input.setFixedSize(FIELD_WIDTH, FIELD_HEIGHT) + value_input.setEnabled(False) + apply_field_style(value_input) + + value_bind = field.get("bind_value") + if value_bind: + setattr(self, value_bind, value_input) + + row_layout.addWidget(value_input) + + row_layout.addStretch() + seismic_inputs_box_layout.addLayout(row_layout) + + left_layout.addWidget(seismic_inputs_box) + + elif section_type == "computed_group" and section_id == "computed_values_section": + computed_box = QFrame() + computed_box.setStyleSheet(""" + QFrame { + border: 1px solid #9c9c9c; + border-radius: 6px; + background-color: #ffffff; + padding: 0px; + } + """) + computed_box_layout = QVBoxLayout(computed_box) + computed_box_layout.setContentsMargins(12, 12, 12, 12) + computed_box_layout.setSpacing(14) + + computed_title = QLabel(section.get("title", "")) + computed_title.setStyleSheet("font-size: 11px; font-weight: 700; color: #3a3a3a; background: transparent; border: none;") + computed_box_layout.addWidget(computed_title) + + self.seismic_computed_fields = {} + + for field in section.get("fields", []): + row_layout = QHBoxLayout() + row_layout.setSpacing(10) + + lbl = QLabel(field.get("label", "")) + lbl.setStyleSheet(label_style) + lbl.setMinimumWidth(LABEL_MIN_WIDTH) + + computed_field = QLineEdit() + computed_field.setFixedSize(FIELD_WIDTH, FIELD_HEIGHT) + computed_field.setReadOnly(True) + computed_field.setStyleSheet(""" + QLineEdit { + background-color: #f0f0f0; + border: 1px solid #8a8a8a; + border-radius: 5px; + padding: 5px 8px; + color: #5a5a5a; + font-size: 11px; + } + """) + + bind_name = field.get("bind") + if bind_name: + self.seismic_computed_fields[bind_name] = computed_field + + row_layout.addWidget(lbl) + row_layout.addWidget(computed_field) + row_layout.addStretch() + + computed_box_layout.addLayout(row_layout) + + left_layout.addWidget(computed_box) - left_layout.addWidget(seismic_inputs_box) - - computed_box = QFrame() - computed_box.setStyleSheet("QFrame { border: 1px solid #b2b2b2; border-radius: 8px; background-color: #ffffff; }") - computed_layout = QGridLayout(computed_box) - computed_layout.setContentsMargins(12, 16, 12, 16) - computed_layout.setHorizontalSpacing(12) - computed_layout.setVerticalSpacing(6) - computed_layout.setColumnMinimumWidth(0, 200) - - computed_fields = [ - ("Zone Factor:", "zone_factor"), - ("Spectral Acceleration Coefficient:", "spectral_coeff"), - ("Horizontal Seismic Coefficient:", "horizontal_coeff"), - ("Vertical Seismic Coefficient:", "vertical_coeff"), - ] - - owner.seismic_computed_fields = {} - for idx, (label_text, field_name) in enumerate(computed_fields): - lbl = QLabel(label_text) - lbl.setStyleSheet(label_style) - lbl.setFixedHeight(field_height) - field = QLineEdit() - field.setFixedSize(field_width, field_height) - field.setReadOnly(True) - apply_field_style(field) - computed_layout.addWidget(lbl, idx, 0, Qt.AlignLeft | Qt.AlignVCenter) - computed_layout.addWidget(field, idx, 1, Qt.AlignLeft) - owner.seismic_computed_fields[field_name] = field - - left_layout.addWidget(computed_box) left_layout.addStretch() + left_card_layout.addWidget(content_wrapper) right_card = owner._create_card() right_card.setStyleSheet("QFrame { border: 1px solid #9c9c9c; border-radius: 10px; background-color: #d4d4d4; }") - right_card.setMinimumWidth(200) - right_card.setMinimumHeight(400) + right_card.setMinimumWidth(260) + right_card.setMinimumHeight(420) right_layout = QVBoxLayout(right_card) right_layout.setContentsMargins(16, 16, 16, 16) right_layout.setSpacing(10) - desc_title = QLabel("Description Box") + description = schema.get("description", {}) + desc_title = QLabel(description.get("title", "")) desc_title.setAlignment(Qt.AlignCenter) - desc_title.setStyleSheet("font-size: 12px; font-weight: 700; color: #2b2b2b; background: transparent; border: none;") + desc_title.setStyleSheet("font-size: 12px; font-weight: 700; color: #000000; background: transparent; border: none;") right_layout.addWidget(desc_title) - desc_text = QLabel("Importance factor for normal, important, and critical bridges.") + desc_text = QLabel(description.get("text", "")) desc_text.setWordWrap(True) desc_text.setStyleSheet("font-size: 11px; color: #4b4b4b; background: transparent; border: none;") right_layout.addWidget(desc_text) @@ -184,5 +238,64 @@ def add_line_edit(label_text, attr_name, default=None): page_layout.addLayout(content_row) - owner.dead_load_seismic_combo.currentTextChanged.connect(owner._on_dead_load_mode_changed) - owner.live_load_seismic_combo.currentTextChanged.connect(owner._on_live_load_mode_changed) + scroll_area.setWidget(scroll_content) + main_layout.addWidget(scroll_area) + + seismic_inputs = next( + (s for s in schema.get("sections", []) if s.get("id") == "seismic_inputs_section"), + None + ) + + if seismic_inputs: + for field in seismic_inputs.get("fields", []): + on_mode_change = field.get("on_mode_change") + if on_mode_change: + mode_bind = field.get("bind_mode") + if mode_bind and hasattr(self, mode_bind): + combo = getattr(self, mode_bind) + combo.currentTextChanged.connect(lambda _: self._toggle_seismic_custom_inputs()) + + self._apply_seismic_defaults() + self._toggle_seismic_custom_inputs() + + if hasattr(self.owner, "project_seismic_zone"): + self.seismic_zone_combo.setCurrentText(self.owner.project_seismic_zone) + + def _apply_seismic_defaults(self): + """Apply default values from schema""" + seismic_inputs = next( + (s for s in self.schema.get("sections", []) if s.get("id") == "seismic_inputs_section"), + None + ) + + if not seismic_inputs: + return + + for field in seismic_inputs.get("fields", []): + bind_name = field.get("bind") or field.get("bind_mode") + if not bind_name or not hasattr(self, bind_name): + continue + + widget = getattr(self, bind_name) + default_value = field.get("default") or field.get("default_mode") + + if default_value: + if isinstance(widget, QComboBox): + widget.setCurrentText(default_value) + elif isinstance(widget, QLineEdit): + widget.setText(default_value) + + def _toggle_seismic_custom_inputs(self): + """Enable/disable custom inputs based on mode selection""" + if hasattr(self, 'dead_load_seismic_combo') and hasattr(self, 'dead_load_custom_input'): + dead_is_custom = self.dead_load_seismic_combo.currentText() == "Custom" + self.dead_load_custom_input.setEnabled(dead_is_custom) + + if hasattr(self, 'live_load_seismic_combo') and hasattr(self, 'live_load_custom_input'): + live_is_custom = self.live_load_seismic_combo.currentText() == "Custom" + self.live_load_custom_input.setEnabled(live_is_custom) + + def reset_defaults(self): + """Reset Seismic Load inputs to schema default values""" + self._apply_seismic_defaults() + self._toggle_seismic_custom_inputs() \ No newline at end of file diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/temperature_load_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/temperature_load_tab.py index 03b77ec6f..1e601907f 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/temperature_load_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/temperature_load_tab.py @@ -1,7 +1,9 @@ from PySide6.QtCore import Qt +from PySide6.QtGui import QDoubleValidator, QIntValidator from PySide6.QtWidgets import QFrame, QGridLayout, QHBoxLayout, QLabel, QLineEdit, QVBoxLayout, QWidget from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style +from osdagbridge.core.bridge_types.plate_girder.ui_fields_additional_input import TEMPERATURE_LOAD_TAB_SCHEMA class TemperatureLoadTab(QWidget): @@ -14,6 +16,7 @@ def __init__(self, owner): def _build_ui(self): owner = self.owner + schema = TEMPERATURE_LOAD_TAB_SCHEMA self.setStyleSheet("background-color: #f5f5f5;") page_layout = QVBoxLayout(self) @@ -34,117 +37,87 @@ def _build_ui(self): label_style = "font-size: 11px; color: #3a3a3a; background: transparent; border: none;" heading_style = "font-size: 12px; font-weight: 700; color: #2b2b2b; background: transparent; border: none;" - field_width = 140 + field_width = schema.get("field_width", 140) + label_width = schema.get("label_width", 240) + + readonly_input_style = """ + QLineEdit { + color: #9e9e9e; + background-color: #f3f3f3; + border: 1px solid #3a3a3a; + border-radius: 4px; + padding: 4px; + } + """ + + for section in schema.get("sections", []): + section_box = QFrame() + section_box.setStyleSheet( + "QFrame { border: 1px solid #b2b2b2; border-radius: 8px; background-color: #ffffff; }" + ) + section_layout = QVBoxLayout(section_box) + section_layout.setContentsMargins(12, 12, 12, 12) + section_layout.setSpacing(10) + + section_title = QLabel(section.get("title", "")) + section_title.setStyleSheet(heading_style) + section_layout.addWidget(section_title) + + grid = QGridLayout() + grid.setContentsMargins(0, 4, 0, 0) + grid.setHorizontalSpacing(12) + grid.setVerticalSpacing(10) + grid.setColumnMinimumWidth(0, label_width) + + row = 0 + for field in section.get("fields", []): + lbl = QLabel(field.get("label", "")) + lbl.setStyleSheet(label_style) + grid.addWidget(lbl, row, 0, Qt.AlignLeft | Qt.AlignVCenter) + + input_widget = QLineEdit() + input_widget.setFixedWidth(field_width) + apply_field_style(input_widget) + + if "placeholder" in field: + input_widget.setPlaceholderText(field["placeholder"]) + + if "default" in field: + input_widget.setText(field["default"]) + + if "validator" in field: + validator_config = field["validator"] + if validator_config["type"] == "double_range": + validator = QDoubleValidator( + validator_config["bottom"], + validator_config["top"], + validator_config.get("decimals", 2), + input_widget + ) + validator.setNotation(QDoubleValidator.StandardNotation) + input_widget.setValidator(validator) + elif validator_config["type"] == "int_range": + validator = QIntValidator( + validator_config["bottom"], + validator_config["top"], + input_widget + ) + input_widget.setValidator(validator) + + if field.get("read_only", False): + input_widget.setReadOnly(True) + input_widget.setStyleSheet(readonly_input_style) + + bind_name = field.get("bind") + if bind_name: + setattr(owner, bind_name, input_widget) + + grid.addWidget(input_widget, row, 1, Qt.AlignLeft) + row += 1 + + section_layout.addLayout(grid) + left_layout.addWidget(section_box) - tl_box = QFrame() - tl_box.setStyleSheet( - "QFrame { border: 1px solid #b2b2b2; border-radius: 8px; background-color: #ffffff; }" - ) - tl_layout = QVBoxLayout(tl_box) - tl_layout.setContentsMargins(12, 12, 12, 12) - tl_layout.setSpacing(10) - - tl_title = QLabel("Temperature Load (TL) Inputs for evaluation per IRC6") - tl_title.setStyleSheet(heading_style) - tl_layout.addWidget(tl_title) - - tl_grid = QGridLayout() - tl_grid.setContentsMargins(0, 4, 0, 0) - tl_grid.setHorizontalSpacing(12) - tl_grid.setVerticalSpacing(10) - tl_grid.setColumnMinimumWidth(0, 240) - - lbl = QLabel("Highest Maximum Air Temperature\n(°C):") - lbl.setStyleSheet(label_style) - owner.highest_max_temp_input = QLineEdit() - owner.highest_max_temp_input.setFixedWidth(field_width) - apply_field_style(owner.highest_max_temp_input) - tl_grid.addWidget(lbl, 0, 0, Qt.AlignLeft | Qt.AlignVCenter) - tl_grid.addWidget(owner.highest_max_temp_input, 0, 1, Qt.AlignLeft) - - lbl = QLabel("Lowest Minimum Air Temperature\n(°C):") - lbl.setStyleSheet(label_style) - owner.lowest_min_temp_input = QLineEdit() - owner.lowest_min_temp_input.setFixedWidth(field_width) - apply_field_style(owner.lowest_min_temp_input) - tl_grid.addWidget(lbl, 1, 0, Qt.AlignLeft | Qt.AlignVCenter) - tl_grid.addWidget(owner.lowest_min_temp_input, 1, 1, Qt.AlignLeft) - - lbl = QLabel("Coefficient of Thermal Expansion for Steel\n(1/°C):") - lbl.setStyleSheet(label_style) - owner.thermal_coeff_steel_input = QLineEdit() - owner.thermal_coeff_steel_input.setFixedWidth(field_width) - apply_field_style(owner.thermal_coeff_steel_input) - tl_grid.addWidget(lbl, 2, 0, Qt.AlignLeft | Qt.AlignVCenter) - tl_grid.addWidget(owner.thermal_coeff_steel_input, 2, 1, Qt.AlignLeft) - - lbl = QLabel("Coefficient of Thermal Expansion for RCC\n(1/°C):") - lbl.setStyleSheet(label_style) - owner.thermal_coeff_rcc_input = QLineEdit() - owner.thermal_coeff_rcc_input.setFixedWidth(field_width) - apply_field_style(owner.thermal_coeff_rcc_input) - tl_grid.addWidget(lbl, 3, 0, Qt.AlignLeft | Qt.AlignVCenter) - tl_grid.addWidget(owner.thermal_coeff_rcc_input, 3, 1, Qt.AlignLeft) - - tl_layout.addLayout(tl_grid) - left_layout.addWidget(tl_box) - - range_box = QFrame() - range_box.setStyleSheet( - "QFrame { border: 1px solid #b2b2b2; border-radius: 8px; background-color: #ffffff; }" - ) - range_layout = QVBoxLayout(range_box) - range_layout.setContentsMargins(12, 12, 12, 12) - range_layout.setSpacing(10) - - range_title = QLabel("Range of Effective Bridge Temperature:") - range_title.setStyleSheet(heading_style) - range_layout.addWidget(range_title) - - range_grid = QGridLayout() - range_grid.setContentsMargins(0, 4, 0, 0) - range_grid.setHorizontalSpacing(12) - range_grid.setVerticalSpacing(10) - range_grid.setColumnMinimumWidth(0, 200) - - lbl = QLabel("Minimum (°C):") - lbl.setStyleSheet(label_style) - owner.bridge_temp_min_input = QLineEdit() - owner.bridge_temp_min_input.setFixedWidth(field_width) - apply_field_style(owner.bridge_temp_min_input) - range_grid.addWidget(lbl, 0, 0, Qt.AlignLeft | Qt.AlignVCenter) - range_grid.addWidget(owner.bridge_temp_min_input, 0, 1, Qt.AlignLeft) - - lbl = QLabel("Maximum (°C):") - lbl.setStyleSheet(label_style) - owner.bridge_temp_max_input = QLineEdit() - owner.bridge_temp_max_input.setFixedWidth(field_width) - apply_field_style(owner.bridge_temp_max_input) - range_grid.addWidget(lbl, 1, 0, Qt.AlignLeft | Qt.AlignVCenter) - range_grid.addWidget(owner.bridge_temp_max_input, 1, 1, Qt.AlignLeft) - - temp_design_label = QLabel("Temperature for Design:") - temp_design_label.setStyleSheet(label_style + " font-weight: 600;") - range_grid.addWidget(temp_design_label, 2, 0, 1, 2, Qt.AlignLeft) - - lbl = QLabel("Rise (°C):") - lbl.setStyleSheet(label_style) - owner.temp_rise_input = QLineEdit() - owner.temp_rise_input.setFixedWidth(field_width) - apply_field_style(owner.temp_rise_input) - range_grid.addWidget(lbl, 3, 0, Qt.AlignLeft | Qt.AlignVCenter) - range_grid.addWidget(owner.temp_rise_input, 3, 1, Qt.AlignLeft) - - lbl = QLabel("Fall (°C):") - lbl.setStyleSheet(label_style) - owner.temp_fall_input = QLineEdit() - owner.temp_fall_input.setFixedWidth(field_width) - apply_field_style(owner.temp_fall_input) - range_grid.addWidget(lbl, 4, 0, Qt.AlignLeft | Qt.AlignVCenter) - range_grid.addWidget(owner.temp_fall_input, 4, 1, Qt.AlignLeft) - - range_layout.addLayout(range_grid) - left_layout.addWidget(range_box) left_layout.addStretch() right_card = owner._create_card() @@ -168,4 +141,4 @@ def _build_ui(self): content_row.addWidget(left_card, 3) content_row.addWidget(right_card, 2) - page_layout.addLayout(content_row) + page_layout.addLayout(content_row) \ No newline at end of file diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/wind_load_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/wind_load_tab.py index bdd7081af..f217a476d 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/wind_load_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/wind_load_tab.py @@ -7,12 +7,11 @@ QComboBox, QLineEdit, QFrame, - QGridLayout, QScrollArea, ) from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style - +from osdagbridge.core.bridge_types.plate_girder.ui_fields_additional_input import WIND_LOAD_TAB_SCHEMA class WindLoadTab(QWidget): """Wind Load tab content extracted from LoadingTab.""" @@ -20,13 +19,32 @@ class WindLoadTab(QWidget): def __init__(self, owner): super().__init__(owner) self.owner = owner + self.schema = WIND_LOAD_TAB_SCHEMA self._build_ui() def _build_ui(self): owner = self.owner + schema = self.schema + + LABEL_MIN_WIDTH = schema.get("label_width", 260) + FIELD_WIDTH = schema.get("field_width", 140) + FIELD_HEIGHT = schema.get("field_height", 28) + COMBO_WIDTH = FIELD_WIDTH self.setStyleSheet("background-color: #f5f5f5;") - page_layout = QVBoxLayout(self) + + main_layout = QVBoxLayout(self) + main_layout.setContentsMargins(0, 0, 0, 0) + main_layout.setSpacing(0) + + scroll_area = QScrollArea() + scroll_area.setWidgetResizable(True) + scroll_area.setFrameShape(QFrame.NoFrame) + scroll_area.setStyleSheet("QScrollArea { background-color: #f5f5f5; border: none; }") + + scroll_content = QWidget() + scroll_content.setStyleSheet("background-color: #f5f5f5;") + page_layout = QVBoxLayout(scroll_content) page_layout.setContentsMargins(12, 12, 12, 12) page_layout.setSpacing(12) @@ -40,155 +58,273 @@ def _build_ui(self): left_card_layout.setContentsMargins(0, 0, 0, 0) left_card_layout.setSpacing(0) - scroll = QScrollArea() - scroll.setWidgetResizable(True) - scroll.setFrameShape(QFrame.NoFrame) - scroll.setHorizontalScrollBarPolicy(Qt.ScrollBarAlwaysOff) - scroll.setStyleSheet( - "QScrollArea { border: none; background: transparent; }" - "QScrollArea > QWidget > QWidget { background: transparent; }" - ) - - scroll_content = QWidget() - scroll_content.setStyleSheet("background: #ffffff;") - left_layout = QVBoxLayout(scroll_content) - left_layout.setContentsMargins(16, 16, 16, 16) + content_wrapper = QWidget() + content_wrapper.setStyleSheet("background-color: #ffffff;") + left_layout = QVBoxLayout(content_wrapper) + left_layout.setContentsMargins(14, 14, 14, 14) left_layout.setSpacing(12) - label_style = "font-size: 11px; color: #3a3a3a; background: transparent; border: none;" - field_width = 120 - - wind_inputs_box = QFrame() - wind_inputs_box.setStyleSheet("QFrame { border: 1px solid #b2b2b2; border-radius: 8px; background-color: #ffffff; }") - wind_inputs_layout = QVBoxLayout(wind_inputs_box) - wind_inputs_layout.setContentsMargins(12, 12, 12, 12) - wind_inputs_layout.setSpacing(10) - - wind_title = QLabel("Wind Load (WL) Inputs for Evaluation per IRC6") - wind_title.setStyleSheet("font-size: 12px; font-weight: 700; color: #2b2b2b; background: transparent; border: none;") - wind_inputs_layout.addWidget(wind_title) - - wind_grid = QGridLayout() - wind_grid.setContentsMargins(0, 4, 0, 0) - wind_grid.setHorizontalSpacing(12) - wind_grid.setVerticalSpacing(8) - wind_grid.setColumnMinimumWidth(0, 220) - - row = 0 - - def add_line(label_text, attr_name, is_combo=False, items=None, placeholder=None, enable_on_custom=False): - nonlocal row - lbl = QLabel(label_text) - lbl.setStyleSheet(label_style) - widget = QComboBox() if is_combo else QLineEdit() - if is_combo and items: - widget.addItems(items) - if placeholder and not is_combo: - widget.setPlaceholderText(placeholder) - widget.setFixedWidth(field_width) - apply_field_style(widget) - wind_grid.addWidget(lbl, row, 0, Qt.AlignLeft | Qt.AlignVCenter) - wind_grid.addWidget(widget, row, 1, Qt.AlignLeft) - setattr(owner, attr_name, widget) - row += 1 - return widget - - add_line("Basic Wind Speed (m/s):", "basic_wind_speed_input") - add_line("Average Exposed Height (m):", "avg_exposed_height_input") - add_line("Type of Terrain:", "terrain_type_combo", is_combo=True, items=["Plain", "Hilly", "Coastal"]) - add_line("Site Topography:", "site_topography_combo", is_combo=True, items=["Flat", "Hilly", "Ridge", "Valley"]) - owner.gust_factor_combo = add_line("Gust Factor, G:", "gust_factor_combo", is_combo=True, items=["Automatic", "Custom"], enable_on_custom=True) - owner.gust_factor_value = add_line("", "gust_factor_value", placeholder="Value") - owner.gust_factor_value.setEnabled(False) - owner.drag_coeff_combo = add_line("Drag Coefficient, CD:", "drag_coeff_combo", is_combo=True, items=["Automatic", "Custom"], enable_on_custom=True) - owner.drag_coeff_value = add_line("", "drag_coeff_value", placeholder="Custom Value") - owner.drag_coeff_value.setEnabled(False) - owner.drag_coeff_ll_combo = add_line("Drag Coefficient against Live Load, CDLL:", "drag_coeff_ll_combo", is_combo=True, items=["Automatic", "Custom"], enable_on_custom=True) - owner.drag_coeff_ll_value = add_line("", "drag_coeff_ll_value", placeholder="Value") - owner.drag_coeff_ll_value.setEnabled(False) - owner.lift_coeff_combo = add_line("Lift Coefficient, CL:", "lift_coeff_combo", is_combo=True, items=["Automatic", "Custom"], enable_on_custom=True) - owner.lift_coeff_value = add_line("", "lift_coeff_value", placeholder="Value") - owner.lift_coeff_value.setEnabled(False) - owner.super_area_elev_combo = add_line("Superstructure Area in Elevation (m2):", "super_area_elev_combo", is_combo=True, items=["Automatic", "Custom"], enable_on_custom=True) - owner.super_area_elev_value = add_line("", "super_area_elev_value", placeholder="Custom Value") - owner.super_area_elev_value.setEnabled(False) - owner.super_area_plain_combo = add_line("Superstructure Area in Plain (m2):", "super_area_plain_combo", is_combo=True, items=["Automatic", "Custom"], enable_on_custom=True) - owner.super_area_plain_value = add_line("", "super_area_plain_value", placeholder="Custom Value") - owner.super_area_plain_value.setEnabled(False) - owner.exposed_frontal_area_combo = add_line("Exposed Frontal Area of Live Load (m2):", "exposed_frontal_area_combo", is_combo=True, items=["Automatic", "Custom"], enable_on_custom=True) - owner.exposed_frontal_area_value = add_line("", "exposed_frontal_area_value", placeholder="Custom Value") - owner.exposed_frontal_area_value.setEnabled(False) - owner.wind_ecc_deck_combo = add_line("Wind Load Eccentricity from Top of Deck\n(m): Negative for below deck", "wind_ecc_deck_combo", is_combo=True, items=["Automatic", "Custom"], enable_on_custom=True) - owner.wind_ecc_deck_value = add_line("", "wind_ecc_deck_value", placeholder="Value") - owner.wind_ecc_deck_value.setEnabled(False) - owner.wind_ll_ecc_combo = add_line("Wind on Live Load Eccentricity from Top\nof Deck (m):", "wind_ll_ecc_combo", is_combo=True, items=["Automatic", "Custom"], enable_on_custom=True) - owner.wind_ll_ecc_value = add_line("", "wind_ll_ecc_value", placeholder="Value") - owner.wind_ll_ecc_value.setEnabled(False) - - wind_inputs_layout.addLayout(wind_grid) - left_layout.addWidget(wind_inputs_box) - - computed_box = QFrame() - computed_box.setStyleSheet("QFrame { border: 1px solid #b2b2b2; border-radius: 8px; background-color: #ffffff; }") - computed_layout = QGridLayout(computed_box) - computed_layout.setContentsMargins(12, 12, 12, 12) - computed_layout.setHorizontalSpacing(12) - computed_layout.setVerticalSpacing(8) - computed_layout.setColumnMinimumWidth(0, 220) - - computed_fields = [ - ("Hourly Mean Wind Speed (m/s):", "hourly_mean_wind"), - ("Hourly Wind Pressure in N/m2:", "hourly_wind_pressure"), - ("Transverse Wind Force in N:", "transverse_wind_force"), - ("Longitudinal Wind Force in N:", "longitudinal_wind_force"), - ("Vertical Wind Force in N:", "vertical_wind_force"), - ("Transverse Wind Force on Live\nLoad in N:", "transverse_wind_ll"), - ("Longitudinal Wind Force on Live\nLoad in N:", "longitudinal_wind_ll"), - ] - - owner.wind_computed_fields = {} - for idx, (label_text, field_name) in enumerate(computed_fields): - lbl = QLabel(label_text) - lbl.setStyleSheet(label_style) - field = QLineEdit() - field.setFixedWidth(field_width) - field.setReadOnly(True) - apply_field_style(field) - computed_layout.addWidget(lbl, idx, 0, Qt.AlignLeft | Qt.AlignVCenter) - computed_layout.addWidget(field, idx, 1, Qt.AlignLeft) - owner.wind_computed_fields[field_name] = field - - left_layout.addWidget(computed_box) - left_layout.addStretch() + label_style = "font-size: 11px; font-weight: 600; color: #3a3a3a; background: transparent; border: none;" + + for section in schema.get("sections", []): + section_type = section.get("type") + section_id = section.get("id") + + if section_type == "input_group" and section_id == "wind_inputs_section": + wind_inputs_box = QFrame() + wind_inputs_box.setStyleSheet(""" + QFrame { + border: 1px solid #9c9c9c; + border-radius: 6px; + background-color: #ffffff; + padding: 0px; + } + """) + wind_inputs_layout = QVBoxLayout(wind_inputs_box) + wind_inputs_layout.setContentsMargins(12, 12, 12, 12) + wind_inputs_layout.setSpacing(14) + + wind_title = QLabel(section.get("title", "")) + wind_title.setStyleSheet("font-size: 12px; font-weight: 700; color: #3a3a3a; background: transparent; border: none;") + wind_inputs_layout.addWidget(wind_title) + + for field in section.get("fields", []): + field_type = field.get("type") + + row_layout = QHBoxLayout() + row_layout.setSpacing(10) + + lbl = QLabel(field.get("label", "")) + lbl.setStyleSheet(label_style) + lbl.setMinimumWidth(LABEL_MIN_WIDTH) + row_layout.addWidget(lbl) + + if field_type == "line": + widget = QLineEdit() + if field.get("default"): + widget.setText(field.get("default")) + if field.get("placeholder"): + widget.setPlaceholderText(field.get("placeholder")) + widget.setFixedSize(FIELD_WIDTH, FIELD_HEIGHT) + apply_field_style(widget) + + bind_name = field.get("bind") + if bind_name: + setattr(owner, bind_name, widget) + + row_layout.addWidget(widget) + + elif field_type == "combo": + widget = QComboBox() + widget.addItems(field.get("choices", [])) + if field.get("default"): + widget.setCurrentText(field.get("default")) + widget.setFixedSize(COMBO_WIDTH, FIELD_HEIGHT) + apply_field_style(widget) + + bind_name = field.get("bind") + if bind_name: + setattr(owner, bind_name, widget) + + row_layout.addWidget(widget) + + elif field_type == "mode_line": + mode_combo = QComboBox() + mode_combo.addItems(field.get("mode_choices", [])) + if field.get("default_mode"): + mode_combo.setCurrentText(field.get("default_mode")) + mode_combo.setFixedSize(COMBO_WIDTH, FIELD_HEIGHT) + apply_field_style(mode_combo) + + mode_bind = field.get("bind_mode") + if mode_bind: + setattr(owner, mode_bind, mode_combo) + + row_layout.addWidget(mode_combo) + + value_input = QLineEdit() + if field.get("default_value"): + value_input.setText(field.get("default_value")) + if field.get("placeholder"): + value_input.setPlaceholderText(field.get("placeholder")) + value_input.setFixedSize(FIELD_WIDTH, FIELD_HEIGHT) + value_input.setEnabled(False) + apply_field_style(value_input) + + value_bind = field.get("bind_value") + if value_bind: + setattr(owner, value_bind, value_input) + + row_layout.addWidget(value_input) + + row_layout.addStretch() + wind_inputs_layout.addLayout(row_layout) + + left_layout.addWidget(wind_inputs_box) - scroll.setWidget(scroll_content) - left_card_layout.addWidget(scroll) + elif section_type == "computed_group" and section_id == "computed_values_section": + computed_box = QFrame() + computed_box.setStyleSheet(""" + QFrame { + border: 1px solid #9c9c9c; + border-radius: 6px; + background-color: #ffffff; + padding: 0px; + } + """) + computed_box_layout = QVBoxLayout(computed_box) + computed_box_layout.setContentsMargins(12, 12, 12, 12) + computed_box_layout.setSpacing(14) + + computed_title = QLabel(section.get("title", "")) + computed_title.setStyleSheet("font-size: 11px; font-weight: 700; color: #3a3a3a; background: transparent; border: none;") + computed_box_layout.addWidget(computed_title) + + owner.wind_computed_fields = {} + + for field in section.get("fields", []): + row_layout = QHBoxLayout() + row_layout.setSpacing(10) + + lbl = QLabel(field.get("label", "")) + lbl.setStyleSheet(label_style) + lbl.setMinimumWidth(LABEL_MIN_WIDTH) + + computed_field = QLineEdit() + computed_field.setFixedSize(FIELD_WIDTH, FIELD_HEIGHT) + computed_field.setReadOnly(True) + computed_field.setStyleSheet(""" + QLineEdit { + background-color: #f0f0f0; + border: 1px solid #8a8a8a; + border-radius: 5px; + padding: 5px 8px; + color: #5a5a5a; + font-size: 11px; + } + """) + + bind_name = field.get("bind") + if bind_name: + owner.wind_computed_fields[bind_name] = computed_field + + row_layout.addWidget(lbl) + row_layout.addWidget(computed_field) + row_layout.addStretch() + + computed_box_layout.addLayout(row_layout) + + left_layout.addWidget(computed_box) + + left_layout.addStretch() + left_card_layout.addWidget(content_wrapper) right_card = owner._create_card() right_card.setStyleSheet("QFrame { border: 1px solid #9c9c9c; border-radius: 10px; background-color: #d4d4d4; }") - right_card.setMinimumWidth(150) - right_card.setMaximumWidth(200) + right_card.setMinimumWidth(260) + right_card.setMinimumHeight(420) right_layout = QVBoxLayout(right_card) right_layout.setContentsMargins(16, 16, 16, 16) right_layout.setSpacing(10) - desc_title = QLabel("Description\nBox") + description = schema.get("description", {}) + desc_title = QLabel(description.get("title", "")) desc_title.setAlignment(Qt.AlignCenter) - desc_title.setStyleSheet("font-size: 12px; font-weight: 700; color: #2b2b2b; background: transparent; border: none;") + desc_title.setStyleSheet("font-size: 12px; font-weight: 700; color: #000000; background: transparent; border: none;") right_layout.addWidget(desc_title) - right_layout.addStretch() + desc_text = QLabel(description.get("text", "")) + desc_text.setWordWrap(True) + desc_text.setStyleSheet("font-size: 11px; color: #4b4b4b; background: transparent; border: none;") + right_layout.addWidget(desc_text) + right_layout.addStretch() content_row.addWidget(left_card, 3) - content_row.addWidget(right_card, 1) - + content_row.addWidget(right_card, 2) page_layout.addLayout(content_row) + scroll_area.setWidget(scroll_content) + main_layout.addWidget(scroll_area) + + wind_inputs = next( + (s for s in schema.get("sections", []) if s.get("id") == "wind_inputs_section"), + None + ) + + if wind_inputs: + for field in wind_inputs.get("fields", []): + if field.get("type") == "mode_line": + mode_bind = field.get("bind_mode") + value_bind = field.get("bind_value") + + if mode_bind and value_bind and hasattr(owner, mode_bind) and hasattr(owner, value_bind): + mode_combo = getattr(owner, mode_bind) + value_input = getattr(owner, value_bind) + + mode_combo.currentTextChanged.connect( + lambda text, v=value_input: v.setEnabled(text == "Custom") + ) + self.reset_defaults() + + def _block(self, widgets, block=True): + """Temporarily block signals for a list of widgets""" + for w in widgets: + if w is not None: + w.blockSignals(block) - owner.gust_factor_combo.currentTextChanged.connect(lambda t: owner.gust_factor_value.setEnabled(t == "Custom")) - owner.drag_coeff_combo.currentTextChanged.connect(lambda t: owner.drag_coeff_value.setEnabled(t == "Custom")) - owner.drag_coeff_ll_combo.currentTextChanged.connect(lambda t: owner.drag_coeff_ll_value.setEnabled(t == "Custom")) - owner.lift_coeff_combo.currentTextChanged.connect(lambda t: owner.lift_coeff_value.setEnabled(t == "Custom")) - owner.super_area_elev_combo.currentTextChanged.connect(lambda t: owner.super_area_elev_value.setEnabled(t == "Custom")) - owner.super_area_plain_combo.currentTextChanged.connect(lambda t: owner.super_area_plain_value.setEnabled(t == "Custom")) - owner.exposed_frontal_area_combo.currentTextChanged.connect(lambda t: owner.exposed_frontal_area_value.setEnabled(t == "Custom")) - owner.wind_ecc_deck_combo.currentTextChanged.connect(lambda t: owner.wind_ecc_deck_value.setEnabled(t == "Custom")) - owner.wind_ll_ecc_combo.currentTextChanged.connect(lambda t: owner.wind_ll_ecc_value.setEnabled(t == "Custom")) + def reset_defaults(self): + """Reset Wind Load inputs to schema default values""" + wind_inputs = next( + (s for s in self.schema.get("sections", []) if s.get("id") == "wind_inputs_section"), + None + ) + + if not wind_inputs: + return + + mode_combos = [] + for field in wind_inputs.get("fields", []): + if field.get("type") == "mode_line": + mode_bind = field.get("bind_mode") + if mode_bind and hasattr(self.owner, mode_bind): + mode_combos.append(getattr(self.owner, mode_bind)) + + self._block(mode_combos, True) + + for field in wind_inputs.get("fields", []): + field_type = field.get("type") + + if field_type == "line": + bind_name = field.get("bind") + if bind_name and hasattr(self.owner, bind_name): + widget = getattr(self.owner, bind_name) + default_value = field.get("default", "") + widget.setText(default_value) + + elif field_type == "combo": + bind_name = field.get("bind") + if bind_name and hasattr(self.owner, bind_name): + widget = getattr(self.owner, bind_name) + default_value = field.get("default") + if default_value: + widget.setCurrentText(default_value) + + elif field_type == "mode_line": + mode_bind = field.get("bind_mode") + value_bind = field.get("bind_value") + + if mode_bind and hasattr(self.owner, mode_bind): + mode_combo = getattr(self.owner, mode_bind) + default_mode = field.get("default_mode", "Automatic") + mode_combo.setCurrentText(default_mode) + + if value_bind and hasattr(self.owner, value_bind): + value_input = getattr(self.owner, value_bind) + default_value = field.get("default_value", "") + + if default_value: + value_input.setText(default_value) + else: + value_input.clear() + + value_input.setEnabled(False) + + self._block(mode_combos, False) \ No newline at end of file From 40fc8e4b8f4f83cd6ada96b3fc061a78e04ef0db Mon Sep 17 00:00:00 2001 From: Yugh Juneja Date: Mon, 16 Feb 2026 21:53:43 +0530 Subject: [PATCH 044/225] Implemented Dynamic UI for Additional Input and Colors for Top View --- .../dialogs/tabs/typical_section_details.py | 84 +++++++++++++++---- .../desktop/ui/docks/cad_cross_section.py | 60 ++++++++++--- .../desktop/ui/docks/cad_top_view.py | 9 +- 3 files changed, 120 insertions(+), 33 deletions(-) diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py b/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py index 3d2438c78..5b22a0e3a 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py @@ -22,6 +22,8 @@ from osdagbridge.desktop.ui.dialogs.tabs.sub_tabs.typical_section.railing_tab import RailingTab from osdagbridge.desktop.ui.dialogs.tabs.sub_tabs.typical_section.wearing_course_tab import WearingCourseTab from osdagbridge.desktop.ui.dialogs.tabs.sub_tabs.typical_section.lane_details_tab import LaneDetailsTab +from osdagbridge.desktop.ui.docks.cad_cross_section import CrossSectionCADWidget + def _styled_message_box(icon, title, text, parent=None): @@ -155,28 +157,33 @@ def init_ui(self): border-radius: 8px; } """) - diagram_widget.setMinimumHeight(150) - diagram_widget.setMaximumHeight(200) + diagram_widget.setMinimumHeight(280) + diagram_widget.setMaximumHeight(380) + diagram_layout = QVBoxLayout(diagram_widget) - diagram_layout.setContentsMargins(20, 20, 20, 20) - diagram_layout.setAlignment(Qt.AlignCenter) - - diagram_label = QLabel("Typical Section Details\nDiagram") - diagram_label.setAlignment(Qt.AlignCenter) - diagram_label.setStyleSheet(""" - QLabel { - background-color: transparent; - border: none; - padding: 20px; - font-size: 13px; - color: #333; - } - """) - diagram_layout.addWidget(diagram_label) + diagram_layout.setContentsMargins(5, 5, 5, 5) + + # --- Cross Section CAD Preview --- + from osdagbridge.desktop.ui.docks.cad_cross_section import CrossSectionCADWidget + + cad_scroll = QScrollArea() + cad_scroll.setWidgetResizable(True) + cad_scroll.setHorizontalScrollBarPolicy(Qt.ScrollBarAlwaysOff) + cad_scroll.setVerticalScrollBarPolicy(Qt.ScrollBarAsNeeded) + cad_scroll.setFrameShape(QFrame.NoFrame) + cad_scroll.setStyleSheet("QScrollArea { background: transparent; border: none; }") + + self.cad_preview = CrossSectionCADWidget() + self.cad_preview.scale_factor = 0.85 + self.cad_preview.setMinimumHeight(400) + + cad_scroll.setWidget(self.cad_preview) + diagram_layout.addWidget(cad_scroll) main_layout.addWidget(diagram_widget) main_layout.addSpacing(10) + input_container = QWidget() input_container.setStyleSheet("QWidget { background-color: white; }") input_layout = QVBoxLayout(input_container) @@ -242,6 +249,21 @@ def init_ui(self): self.deck_thickness.textChanged.connect(self.update_footpath_thickness) self.recalculate_girders() + + # Update CAD when fields change + if hasattr(self, "girder_spacing"): + self.girder_spacing.editingFinished.connect(self._update_cad_preview) + if hasattr(self, "no_of_girders"): + self.no_of_girders.editingFinished.connect(self._update_cad_preview) + if hasattr(self, "deck_overhang"): + self.deck_overhang.editingFinished.connect(self._update_cad_preview) + if hasattr(self, "deck_thickness"): + self.deck_thickness.editingFinished.connect(self._update_cad_preview) + if hasattr(self, "footpath_width"): + self.footpath_width.editingFinished.connect(self._update_cad_preview) + if hasattr(self, "footpath_thickness"): + self.footpath_thickness.editingFinished.connect(self._update_cad_preview) + # Initialize crash barrier visibility/load state if hasattr(self, "crash_barrier_type"): barrier_type = self.crash_barrier_type.currentText() @@ -260,6 +282,34 @@ def init_ui(self): self.girder_count_changed.emit(int(self.no_of_girders.text())) except Exception: pass + + def _update_cad_preview(self): + if not hasattr(self, 'cad_preview'): + return + + params = {} + + if hasattr(self, "no_of_girders") and self.no_of_girders.text(): + params['num_girders'] = int(float(self.no_of_girders.text())) + + if hasattr(self, "girder_spacing") and self.girder_spacing.text(): + params['girder_spacing'] = float(self.girder_spacing.text()) * 1000 + + if hasattr(self, "deck_overhang") and self.deck_overhang.text(): + params['deck_overhang'] = float(self.deck_overhang.text()) * 1000 + + if hasattr(self, "deck_thickness") and self.deck_thickness.text(): + params['deck_thickness'] = float(self.deck_thickness.text()) + + if hasattr(self, "footpath_width") and self.footpath_width.text(): + params['footpath_width'] = float(self.footpath_width.text()) * 1000 + + if hasattr(self, "footpath_thickness") and self.footpath_thickness.text(): + params['footpath_thickness'] = float(self.footpath_thickness.text()) + + if params: + self.cad_preview.update_params(params) + def _get_footpath_count(self): if self.footpath_value == "Both": diff --git a/src/osdagbridge/desktop/ui/docks/cad_cross_section.py b/src/osdagbridge/desktop/ui/docks/cad_cross_section.py index 6a99da65a..681ed99ec 100644 --- a/src/osdagbridge/desktop/ui/docks/cad_cross_section.py +++ b/src/osdagbridge/desktop/ui/docks/cad_cross_section.py @@ -13,7 +13,18 @@ class CrossSectionCADWidget(QWidget): """Widget for drawing bridge cross-section view""" - + # ===== SHARED CAD COLORS ===== + GIRDER_COLOR = QColor(179, 180, 160) + STIFFENER_COLOR = QColor(79, 78, 70) + CROSS_BRACING_COLOR = QColor(235, 236, 211) + END_DIAPHRAGM_COLOR = QColor(134, 134, 100) + + CONCRETE_COLOR = QColor(225, 225, 225) + BARRIER_COLOR = QColor(126, 126, 126) + MEDIAN_COLOR = QColor(221, 221, 221) + RAILING_COLOR = QColor(126, 126, 126) + + BEARING_COLOR = QColor(255, 0, 0) def __init__(self, parent=None): super().__init__(parent) @@ -555,8 +566,14 @@ def draw_dimension_arrow(self, painter, x1, y1, x2, y2, text, horizontal=True, o text_x = x1 + (12 if offset >= 0 else -45) + text_offset text_y = (y1 + y2) / 2 + 3 + painter.save() + painter.setCompositionMode(QPainter.CompositionMode_SourceOver) + + self.draw_text_with_background(painter, text_x, text_y, text, QColor(255, 255, 255, 255), QColor(0, 0, 0), 9, True) + painter.restore() + def draw_dimension_arrow_text_outside(self, painter, x1, y1, x2, y2, text, horizontal=True, text_side='right', text_offset=15): @@ -1153,12 +1170,25 @@ def draw_cross_section(self, painter): # Mid of top & bottom flange (REFERENCE POINTS) top_flange_mid_y = girder_top_edge + tf_top / 2 bottom_flange_mid_y = girder_bottom_edge - tf_bottom / 2 + # --- Correct connection points (flange-web junction) --- + top_connection_y = girder_top_edge + tf_top + (0.02 * girder_depth_visual) + bottom_connection_y = girder_bottom_edge - tf_bottom + (0.02 * girder_depth_visual) + for i in range(n - 1): - x1 = positions[i] - x2 = positions[i + 1] + # Shift bracing attachment from girder center to inner web face + web_thickness_px = ( + self.girder['web_thickness'] * scale * + self.girder_visual_scale['web_thickness'] + ) + + half_web = web_thickness_px / 2.0 + + x1 = positions[i] + half_web + x2 = positions[i + 1] - half_web + # Draw cross bracing lines line_spacing = 3 @@ -1182,10 +1212,10 @@ def draw_cross_section(self, painter): # CROSS BRACING 1 (\ direction) - p1 = QPointF(x1 + off_x, top_flange_mid_y + off_y) - p2 = QPointF(x2 + off_x, bottom_flange_mid_y + off_y) - p3 = QPointF(x2 - off_x, bottom_flange_mid_y - off_y) - p4 = QPointF(x1 - off_x, top_flange_mid_y - off_y) + p1 = QPointF(x1 + off_x, top_connection_y + off_y) + p2 = QPointF(x2 + off_x, bottom_connection_y + off_y) + p3 = QPointF(x2 - off_x, bottom_connection_y - off_y) + p4 = QPointF(x1 - off_x, top_connection_y - off_y) painter.setPen(Qt.NoPen) painter.setBrush(QBrush(CROSS_BRACING_COLOR)) @@ -1198,10 +1228,10 @@ def draw_cross_section(self, painter): # CROSS BRACING 2 (/ direction) - p1 = QPointF(x1 + off_x, bottom_flange_mid_y + off_y) - p2 = QPointF(x2 + off_x, top_flange_mid_y + off_y) - p3 = QPointF(x2 - off_x, top_flange_mid_y - off_y) - p4 = QPointF(x1 - off_x, bottom_flange_mid_y - off_y) + p1 = QPointF(x1 + off_x, bottom_connection_y + off_y) + p2 = QPointF(x2 + off_x, top_connection_y + off_y) + p3 = QPointF(x2 - off_x, top_connection_y - off_y) + p4 = QPointF(x1 - off_x, bottom_connection_y - off_y) painter.setPen(Qt.NoPen) painter.setBrush(QBrush(CROSS_BRACING_COLOR)) @@ -1395,7 +1425,9 @@ def add_professional_cross_section_dimensions(self, painter, deck_left_x, deck_r fp_start_x = deck_left_x + railing_width_px fp_end_x = left_barrier_x fp_visible_mm = (fp_end_x - fp_start_x) / scale - fp_visible_m = fp_visible_mm / 1000 + fp_visible_mm = round(fp_visible_mm, 1) + + fp_visible_m = round(fp_visible_mm / 1000.0, 2) if fp_visible_m > 0: self.draw_dimension_arrow(painter, fp_start_x, Y_TOP_COMMON, fp_end_x, Y_TOP_COMMON, @@ -1445,7 +1477,9 @@ def add_professional_cross_section_dimensions(self, painter, deck_left_x, deck_r fp_start_x = right_barrier_end_x fp_end_x = deck_right_x - railing_width_px fp_visible_mm = (fp_end_x - fp_start_x) / scale - fp_visible_m = fp_visible_mm / 1000 + fp_visible_mm = round(fp_visible_mm, 1) + + fp_visible_m = round(fp_visible_mm / 1000.0, 2) if fp_visible_m > 0: self.draw_dimension_arrow(painter, fp_start_x, Y_TOP_COMMON, fp_end_x, Y_TOP_COMMON, diff --git a/src/osdagbridge/desktop/ui/docks/cad_top_view.py b/src/osdagbridge/desktop/ui/docks/cad_top_view.py index cb0f24011..4fce0fc3d 100644 --- a/src/osdagbridge/desktop/ui/docks/cad_top_view.py +++ b/src/osdagbridge/desktop/ui/docks/cad_top_view.py @@ -8,6 +8,8 @@ from PySide6.QtWidgets import QWidget, QPushButton, QScrollArea from PySide6.QtCore import Qt, QRectF, QPointF from PySide6.QtGui import QPainter, QPen, QColor, QFont, QBrush, QPolygonF +from .cad_cross_section import CrossSectionCADWidget + class TopViewCADWidget(QWidget): """Widget for drawing bridge top view""" @@ -739,9 +741,10 @@ def draw_top_view(self, painter): self.top_view_hover_zones = [] # Define colors - GIRDER_COLOR = QColor(40, 90, 160) - CROSS_BRACING_COLOR = QColor(220, 130, 40) - END_DIAPHRAGM_COLOR = QColor(120, 70, 40) + GIRDER_COLOR = CrossSectionCADWidget.GIRDER_COLOR + CROSS_BRACING_COLOR = CrossSectionCADWidget.CROSS_BRACING_COLOR + END_DIAPHRAGM_COLOR = CrossSectionCADWidget.END_DIAPHRAGM_COLOR + # Highlight colors GIRDER_HIGHLIGHT = QColor(80, 140, 220) From 93dc3a7c31da277929ecd61853b9f2bc08c25c78 Mon Sep 17 00:00:00 2001 From: nishikantmandal007 Date: Thu, 19 Feb 2026 14:49:30 +0530 Subject: [PATCH 045/225] Added the plategirderbridge.py file --- .../plate_girder/plategirderbridge.py | 448 ++++++++++++++++++ 1 file changed, 448 insertions(+) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py index e69de29bb..c776cc09b 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py @@ -0,0 +1,448 @@ +"""Main plate-girder workflow stitcher. + +This module wires the plate girder pieces together in one place: +basic input -> additional input -> initial sizing -> geometry -> +analysis -> analysis results -> girder design -> modifier hook -> +plot/CAD/report outputs. +""" + +from __future__ import annotations + +from dataclasses import asdict, dataclass, field +from typing import Any, Callable, Dict, Mapping, Optional + +from osdagbridge.core.utils.common import ( + DEFAULT_CRASH_BARRIER_WIDTH, + DEFAULT_GIRDER_SPACING, + DEFAULT_RAILING_WIDTH, + KEY_CARRIAGEWAY_WIDTH, + KEY_CRASH_BARRIER_WIDTH, + KEY_DECK_OVERHANG, + KEY_DECK_THICKNESS, + KEY_FOOTPATH_WIDTH, + KEY_GIRDER_BOTTOM_FLANGE_WIDTH, + KEY_GIRDER_DEPTH, + KEY_GIRDER_SPACING, + KEY_GIRDER_SYMMETRY, + KEY_GIRDER_TOP_FLANGE_WIDTH, + KEY_GIRDER_TOP_FLANGE_THICKNESS, + KEY_GIRDER_WEB_THICKNESS, + KEY_INCLUDE_MEDIAN, + KEY_NO_OF_GIRDERS, + KEY_RAILING_WIDTH, + KEY_SKEW_ANGLE, + KEY_SPAN, + MIN_FOOTPATH_WIDTH, +) + +from .bridge_geometry import BridgeGeometry, CrossSectionLayout +from .cad_generator import export_step +from .designer import design +from .initial_sizing import BridgeConfigurationSolver, preliminary_sizing +from .report_generator import section_report +from .ui_fields import FrontendData +from .ui_fields_additional_input import ( + CRASH_BARRIER_TAB_SCHEMA, + DESIGN_OPTIONS_CONT_SCHEMA, + DESIGN_OPTIONS_SCHEMA, + GIRDER_DETAILS_SCHEMA, + LANE_DETAILS_TAB_SCHEMA, + LAYOUT_TAB_SCHEMA, + MEDIAN_TAB_SCHEMA, + RAILING_TAB_SCHEMA, + SUPPORT_CONDITIONS_SCHEMA, + WEARING_COURSE_TAB_SCHEMA, +) + +try: + from .dto import PlateGirderDTO +except Exception: + @dataclass + class PlateGirderDTO: + """Fallback DTO when dto.py is unavailable.""" + + name: str + + +def _first_present(source: Mapping[str, Any], *keys: str) -> Any: + for key in keys: + if key in source and source[key] not in ("", None): + return source[key] + return None + + +def _as_float(value: Any, default: float) -> float: + if value in ("", None): + return default + try: + return float(value) + except (TypeError, ValueError): + return default + + +def _as_int(value: Any, default: int) -> int: + if value in ("", None): + return default + try: + return int(float(value)) + except (TypeError, ValueError): + return default + + +def _as_bool(value: Any, default: bool = False) -> bool: + if value is None: + return default + if isinstance(value, bool): + return value + if isinstance(value, (int, float)): + return bool(value) + return str(value).strip().lower() in {"1", "true", "yes", "y"} + + +def _to_m(value: Any) -> float: + """Accept meters directly; if value looks like mm, convert to meters.""" + as_float = _as_float(value, 0.0) + return as_float / 1000.0 if as_float > 10.0 else as_float + + +@dataclass +class PlateGirderRunResult: + dto: PlateGirderDTO + initial_sizing: Dict[str, Any] = field(default_factory=dict) + geometry: Dict[str, Any] = field(default_factory=dict) + analysis: Dict[str, Any] = field(default_factory=dict) + analysis_results: Dict[str, Any] = field(default_factory=dict) + design: Dict[str, Any] = field(default_factory=dict) + modifier: Dict[str, Any] = field(default_factory=dict) + cad: Dict[str, Any] = field(default_factory=dict) + report: Dict[str, Any] = field(default_factory=dict) + + def to_dict(self) -> Dict[str, Any]: + return asdict(self) + + +class PlateGirderBridge: + """Coordinator that stitches all plate-girder modules.""" + + def __init__( + self, + basic_inputs: Optional[Mapping[str, Any]] = None, + additional_inputs: Optional[Mapping[str, Any]] = None, + modifier_hook: Optional[Callable[[PlateGirderRunResult], Dict[str, Any]]] = None, + ) -> None: + self.basic_inputs = dict(basic_inputs or {}) + self.additional_inputs = dict(additional_inputs or {}) + self.modifier_hook = modifier_hook + self._analysis_engine = None + + @staticmethod + def get_basic_input_schema() -> list: + return FrontendData().input_values() + + @staticmethod + def get_additional_input_schema() -> Dict[str, Dict[str, Any]]: + return { + "layout": LAYOUT_TAB_SCHEMA, + "crash_barrier": CRASH_BARRIER_TAB_SCHEMA, + "median": MEDIAN_TAB_SCHEMA, + "railing": RAILING_TAB_SCHEMA, + "wearing_course": WEARING_COURSE_TAB_SCHEMA, + "lane_details": LANE_DETAILS_TAB_SCHEMA, + "support_conditions": SUPPORT_CONDITIONS_SCHEMA, + "design_options": DESIGN_OPTIONS_SCHEMA, + "design_options_cont": DESIGN_OPTIONS_CONT_SCHEMA, + "girder_details": GIRDER_DETAILS_SCHEMA, + } + + def _footpath_count(self) -> int: + footpath_value = _first_present(self.basic_inputs, "footpath", "Footpath") + if footpath_value is None: + return 0 + text = str(footpath_value).strip().lower() + if "both" in text: + return 2 + if "single" in text: + return 1 + return 0 + + def _build_dto(self) -> PlateGirderDTO: + structure_name = _first_present( + self.basic_inputs, + "Structure Type", + "structure_type", + "name", + ) + return PlateGirderDTO(name=str(structure_name or "plate_girder_bridge")) + + def _run_initial_sizing(self, dto: PlateGirderDTO) -> Dict[str, Any]: + span = _as_float(_first_present(self.basic_inputs, KEY_SPAN, "span"), 33.5) + carriageway_width = _as_float( + _first_present(self.basic_inputs, KEY_CARRIAGEWAY_WIDTH, "carriageway_width"), + 10.0, + ) + no_of_footpaths = self._footpath_count() + include_median = _as_bool(_first_present(self.basic_inputs, KEY_INCLUDE_MEDIAN, "include_median")) + + crash_barrier_width = _as_float( + _first_present(self.additional_inputs, KEY_CRASH_BARRIER_WIDTH, "crash_barrier_width"), + DEFAULT_CRASH_BARRIER_WIDTH, + ) + footpath_width = _as_float( + _first_present(self.additional_inputs, KEY_FOOTPATH_WIDTH, "footpath_width"), + MIN_FOOTPATH_WIDTH if no_of_footpaths else 0.0, + ) + railing_width = _as_float( + _first_present(self.additional_inputs, KEY_RAILING_WIDTH, "railing_width"), + DEFAULT_RAILING_WIDTH if no_of_footpaths else 0.0, + ) + median_width = _as_float(_first_present(self.additional_inputs, "median_width"), 0.0) + if not include_median: + median_width = 0.0 + + n_girders = max( + 2, + _as_int(_first_present(self.additional_inputs, KEY_NO_OF_GIRDERS, "no_of_girders"), 4), + ) + girder_spacing = _as_float( + _first_present(self.additional_inputs, KEY_GIRDER_SPACING, "girder_spacing"), + DEFAULT_GIRDER_SPACING, + ) + deck_overhang = _as_float( + _first_present(self.additional_inputs, KEY_DECK_OVERHANG, "deck_overhang"), + 0.5 * DEFAULT_GIRDER_SPACING, + ) + + top_flange_w = _to_m( + _first_present(self.additional_inputs, KEY_GIRDER_TOP_FLANGE_WIDTH, "top_flange_width") + ) + bot_flange_w = _to_m( + _first_present(self.additional_inputs, KEY_GIRDER_BOTTOM_FLANGE_WIDTH, "bottom_flange_width") + ) + max_flange_width = max(top_flange_w, bot_flange_w, 0.0) + + solver = BridgeConfigurationSolver( + carriageway_width=carriageway_width, + crash_barrier_width=crash_barrier_width, + footpath_width=footpath_width, + railing_width=railing_width, + median_width=median_width, + no_of_footpaths=no_of_footpaths, + flange_width=max_flange_width, + ) + + changed_field = "girders" + if _first_present(self.additional_inputs, KEY_DECK_OVERHANG, "deck_overhang") is not None: + changed_field = "overhang" + elif _first_present(self.additional_inputs, KEY_GIRDER_SPACING, "girder_spacing") is not None: + changed_field = "spacing" + + layout_result = solver._solve_layout( + no_of_girders=n_girders, + girder_spacing=girder_spacing, + deck_overhang=deck_overhang, + changed_field=changed_field, + ) + + deck_thickness = solver.get_deck_thickness( + _as_float(_first_present(self.additional_inputs, KEY_DECK_THICKNESS, "deck_thickness"), 200.0) + ) + footpath_width_checked = solver.get_footpath_width( + user_value=footpath_width, + footpath={0: "None", 1: "Single Side", 2: "Both Sides"}.get(no_of_footpaths, "None"), + ) + section_properties = solver.compute_section_properties( + span=span, + symmetry=str( + _first_present(self.additional_inputs, KEY_GIRDER_SYMMETRY, "symmetry") + or "Girder Symmetric" + ), + user_depth=_to_m(_first_present(self.additional_inputs, KEY_GIRDER_DEPTH, "depth")), + B_top=top_flange_w, + B_bot=bot_flange_w, + t_f_top=_to_m( + _first_present(self.additional_inputs, KEY_GIRDER_TOP_FLANGE_THICKNESS, "top_flange_thickness") + ), + t_f_bot=_to_m(_first_present(self.additional_inputs, "bottom_flange_thickness")), + t_w=_to_m(_first_present(self.additional_inputs, KEY_GIRDER_WEB_THICKNESS, "web_thickness")), + ) + + return { + "legacy_initial_sizing": preliminary_sizing(dto), + "layout": asdict(layout_result), + "deck_thickness_mm": deck_thickness, + "footpath_width_m": footpath_width_checked, + "section_properties": section_properties, + "inputs_resolved": { + "span_m": span, + "carriageway_width_m": carriageway_width, + "crash_barrier_width_m": crash_barrier_width, + "railing_width_m": railing_width, + "median_width_m": median_width, + "no_of_footpaths": no_of_footpaths, + }, + } + + def _build_geometry(self, initial_sizing: Dict[str, Any]) -> Dict[str, Any]: + span = _as_float(_first_present(self.basic_inputs, KEY_SPAN, "span"), 33.5) + layout_data = initial_sizing["layout"] + resolved = initial_sizing["inputs_resolved"] + + layout = CrossSectionLayout( + carriageway_width=resolved["carriageway_width_m"], + crash_barrier_width=resolved["crash_barrier_width_m"], + railing_width=resolved["railing_width_m"], + footpath_width=initial_sizing["footpath_width_m"], + median_width=resolved["median_width_m"], + no_of_footpaths=resolved["no_of_footpaths"], + ) + geometry = BridgeGeometry(span=span, width=layout.total_width) + layout.verify_bridge_width( + num_long_grid=layout_data["no_of_girders"], + ext_to_int_dist=layout_data["girder_spacing"], + edge_beam_dist=layout_data["deck_overhang"], + tol=1e-3, + ) + + return { + "span_m": geometry.span, + "width_m": geometry.width, + "bounds": geometry.bounds(), + "cross_section": layout.describe(), + } + + def _prepare_or_run_analysis( + self, + initial_sizing: Dict[str, Any], + run_analysis: bool, + include_live_load: bool, + ) -> Dict[str, Any]: + try: + from .analyser import BridgeGrillageModel # Imported lazily: heavy deps. + except Exception as exc: + return {"status": "skipped", "reason": f"analysis backend import failed: {exc}"} + + layout = initial_sizing["layout"] + span = _as_float(_first_present(self.basic_inputs, KEY_SPAN, "span"), 33.5) + skew = _as_float(_first_present(self.basic_inputs, KEY_SKEW_ANGLE, "skew_angle"), 0.0) + + engine = BridgeGrillageModel() + engine.L = span + engine.n_l = layout["no_of_girders"] + engine.ext_to_int_dist = layout["girder_spacing"] + engine.edge_dist = layout["deck_overhang"] + engine.angle = skew + engine.create_model() + + created_dead = [] + for method_name in ( + "create_self_weight_load", + "create_deck_load", + "create_wearing_course_load", + "create_footpath_load", + "create_crash_barrier_load", + "create_railing_load", + "create_median_load", + ): + method = getattr(engine, method_name) + load_case = method() + if load_case is not None: + created_dead.append(method_name) + + created_live = [] + if include_live_load: + for method_name in ( + "create_vehicle_load_cases", + "add_vehicle_load_cases_from_combinations", + "create_moving_vehicle_load_cases", + ): + getattr(engine, method_name)() + created_live.append(method_name) + + status = "prepared" + if run_analysis: + engine.analyze() + status = "completed" + + self._analysis_engine = engine + return { + "status": status, + "dead_load_steps": created_dead, + "live_load_steps": created_live, + } + + def _collect_analysis_results(self, analysis: Dict[str, Any]) -> Dict[str, Any]: + if analysis.get("status") == "skipped": + return {"status": "skipped", "reason": analysis.get("reason")} + if analysis.get("status") != "completed": + return { + "status": "not_run", + "note": "Analysis model is prepared. Run with run_analysis=True to produce results.", + } + return {"status": "completed", "note": "Use BridgeGrillageModel results/plot APIs for detailed tables."} + + def run( + self, + *, + run_analysis: bool = False, + include_live_load: bool = True, + cad_path: Optional[str] = None, + ) -> PlateGirderRunResult: + dto = self._build_dto() + initial_sizing = self._run_initial_sizing(dto) + geometry = self._build_geometry(initial_sizing) + analysis = self._prepare_or_run_analysis(initial_sizing, run_analysis, include_live_load) + analysis_results = self._collect_analysis_results(analysis) + design_result = design(dto) + + modifier_result: Dict[str, Any] = {"status": "skipped", "reason": "no modifier hook provided"} + if self.modifier_hook is not None: + temp = PlateGirderRunResult( + dto=dto, + initial_sizing=initial_sizing, + geometry=geometry, + analysis=analysis, + analysis_results=analysis_results, + design=design_result, + ) + modifier_result = self.modifier_hook(temp) + + cad_result: Dict[str, Any] = {"status": "skipped"} + if cad_path: + export_step(dto, cad_path) + cad_result = {"status": "generated", "path": cad_path} + + report_result = section_report(dto) + + return PlateGirderRunResult( + dto=dto, + initial_sizing=initial_sizing, + geometry=geometry, + analysis=analysis, + analysis_results=analysis_results, + design=design_result, + modifier=modifier_result, + cad=cad_result, + report=report_result, + ) + + +def run_plategirder_bridge( + basic_inputs: Optional[Mapping[str, Any]] = None, + additional_inputs: Optional[Mapping[str, Any]] = None, + *, + run_analysis: bool = False, + include_live_load: bool = True, + cad_path: Optional[str] = None, + modifier_hook: Optional[Callable[[PlateGirderRunResult], Dict[str, Any]]] = None, +) -> Dict[str, Any]: + """Functional wrapper around PlateGirderBridge.""" + bridge = PlateGirderBridge( + basic_inputs=basic_inputs, + additional_inputs=additional_inputs, + modifier_hook=modifier_hook, + ) + return bridge.run( + run_analysis=run_analysis, + include_live_load=include_live_load, + cad_path=cad_path, + ).to_dict() From 752cf32e99fe5c359c74fdd39f4897e630f0afce Mon Sep 17 00:00:00 2001 From: nishikantmandal007 Date: Thu, 19 Feb 2026 15:19:12 +0530 Subject: [PATCH 046/225] added main file --- .../core/bridge_types/plate_girder/plategirderbridge.py | 8 +------- 1 file changed, 1 insertion(+), 7 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py index c776cc09b..fad6604b1 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py @@ -1,10 +1,4 @@ -"""Main plate-girder workflow stitcher. - -This module wires the plate girder pieces together in one place: -basic input -> additional input -> initial sizing -> geometry -> -analysis -> analysis results -> girder design -> modifier hook -> -plot/CAD/report outputs. -""" +"""Main PG bridge file """ from __future__ import annotations From 31d610a5c5e1199dec61e5343750d9783ceac33c Mon Sep 17 00:00:00 2001 From: Sreejesh06 Date: Mon, 23 Feb 2026 20:11:24 +0530 Subject: [PATCH 047/225] Sqaushed All Works - Basic Input Generalisation - Member properties Enhancement (Rolled section / Welded section Preview Developed) - Cross Bracing enhanced Consistency - End Diaphragm is Completely Refactored - Saving Methodology Introduced for Additional Inputs --- .gitignore | 4 + .../bridge_types/plate_girder/ui_fields.py | 487 ++- .../ui_fields_additional_input.py | 34 +- src/osdagbridge/core/utils/common.py | 40 +- .../desktop/ui/dialogs/additional_inputs.py | 117 +- .../desktop/ui/dialogs/tabs/common.py | 84 + .../ui/dialogs/tabs/section_properties_tab.py | 195 ++ .../cross_bracing_details_tab.py | 620 +++- .../end_diaphragm_details_tab.py | 1351 ++++++++- .../section_properties/girder_details_tab.py | 2621 +++++++++++++++-- .../stiffener_details_tab.py | 515 +++- .../dialogs/tabs/typical_section_details.py | 38 +- .../desktop/ui/docks/input_dock.py | 1296 ++++---- .../desktop/ui/docks/output_dock.py | 624 ++-- src/osdagbridge/desktop/ui/template_page.py | 2 +- .../desktop/ui/utils/cad_palette.py | 29 + .../ui/utils/rolled_section_preview.py | 700 +++++ .../ui/widgets/placeholder_section_preview.py | 66 + .../desktop/ui/widgets/section_viewer.py | 36 +- 19 files changed, 7489 insertions(+), 1370 deletions(-) create mode 100644 src/osdagbridge/desktop/ui/utils/cad_palette.py create mode 100644 src/osdagbridge/desktop/ui/utils/rolled_section_preview.py create mode 100644 src/osdagbridge/desktop/ui/widgets/placeholder_section_preview.py diff --git a/.gitignore b/.gitignore index bdbaf4cb5..0dd896628 100644 --- a/.gitignore +++ b/.gitignore @@ -202,6 +202,10 @@ cython_debug/ .cursorignore .cursorindexingignore +# macOS +.DS_Store +**/.DS_Store + # Marimo marimo/_static/ marimo/_lsp/ diff --git a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py index dbb32b442..9c5216b4f 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py @@ -1,6 +1,16 @@ from osdagbridge.core.utils.common import * +""" +( + key, + display_name, + ui_type, + values, + is_visible, + validator, + ui_config_dict +) - +""" class FrontendData: """Backend for Highway Bridge Design""" @@ -8,74 +18,316 @@ def __init__(self): self.module = KEY_DISP_FINPLATE self.design_status = False self.design_button_status = False - # Session-level UI input state (in-memory only) + + # Simple UI state store (input/output docks). + # The docks can set values here, and `input_values()` can use them as defaults. self._input_state: dict[str, object] = {} self._output_state: dict[str, object] = {} - def set_input_value(self, key: str, value: object) -> None: - """Store a single UI input value in memory.""" + # ----------------------------- + # Generic state getters/setters + # ----------------------------- + def set_input_value(self, key: str, value): + if not key: + return self._input_state[key] = value + # print(f"DEBUG: Backend updated -> {key}: {value}") - def get_input_value(self, key: str, default: object = None) -> object: - """Retrieve a single UI input value from memory.""" + def get_input_value(self, key: str, default=None): + if not key: + return default return self._input_state.get(key, default) - def set_input_values(self, values: dict[str, object] | None) -> None: - """Bulk update input state.""" - if values: - self._input_state.update(values) - - def get_input_values_dict(self, include_empty: bool = True) -> dict[str, object]: - """Export all current input state.""" - if include_empty: - return dict(self._input_state) - return {k: v for k, v in self._input_state.items() if v not in (None, "", [])} - - def input_values(self): - """Return list of input fields for the UI""" - options_list = [] - - t1 = (KEY_MODULE, KEY_DISP_FINPLATE, TYPE_MODULE, None, True, 'No Validator') - options_list.append(t1) + def set_output_value(self, key: str, value): + if not key: + return + self._output_state[key] = value - t2 = (None, DISP_TITLE_STRUCTURE, TYPE_TITLE, None, True, 'No Validator') - options_list.append(t2) + def get_output_value(self, key: str, default=None): + if not key: + return default + return self._output_state.get(key, default) - t3 = (KEY_STRUCTURE_TYPE, KEY_DISP_STRUCTURE_TYPE, TYPE_COMBOBOX, VALUES_STRUCTURE_TYPE, True, 'No Validator') - options_list.append(t3) + def set_input_values(self, values: dict): + """Bulk update input state (e.g., when loading a saved project).""" + if not isinstance(values, dict): + return + for k, v in values.items(): + if isinstance(k, str): + self._input_state[k] = v + - t4 = (None, DISP_TITLE_PROJECT, TYPE_TITLE, None, True, 'No Validator') - options_list.append(t4) + def get_input_values_dict(self, include_empty: bool = False) -> dict: + """Export current input state; can be fed into analyzers/designers later.""" + if include_empty: + return dict(self._input_state) + return {k: v for k, v in self._input_state.items() if v not in (None, "")} - t5 = (KEY_PROJECT_LOCATION, KEY_DISP_PROJECT_LOCATION, TYPE_COMBOBOX, VALUES_PROJECT_LOCATION, True, 'No Validator') - options_list.append(t5) + def _iter_defined_input_keys(self): + """Yield keys that represent actual inputs (not titles/modules).""" + for item in self.input_values(): + if not isinstance(item, tuple) or len(item) < 3: + continue + key, _label, ui_type = item[0], item[1], item[2] + if not isinstance(key, str): + continue + if ui_type in (TYPE_TITLE, TYPE_MODULE): + continue + yield key - t6 = (None, DISP_TITLE_GEOMETRIC, TYPE_TITLE, None, True, 'No Validator') - options_list.append(t6) + def list_input_keys(self) -> list[str]: + """Return input keys in UI definition order.""" + seen: set[str] = set() + ordered: list[str] = [] + for key in self._iter_defined_input_keys(): + if key in seen: + continue + seen.add(key) + ordered.append(key) + return ordered - t7 = (KEY_SPAN, KEY_DISP_SPAN, TYPE_TEXTBOX, None, True, 'Double Validator') - options_list.append(t7) + def export_basic_inputs_as_list(self, include_empty: bool = False) -> list[dict]: + """Export basic inputs as a list of single-key dictionaries. - t8 = (KEY_CARRIAGEWAY_WIDTH, KEY_DISP_CARRIAGEWAY_WIDTH, TYPE_TEXTBOX, None, True, 'Double Validator') - options_list.append(t8) + Example: [{"span": 30.0}, {"carriageway_width": 7.5}, ...] + """ + values = self.get_input_values_dict(include_empty=include_empty) + out: list[dict] = [] + for key in self.list_input_keys(): + if key not in values: + continue + value = values.get(key) + if not include_empty and value in (None, ""): + continue + out.append({key: value}) + return out - t9 = (KEY_FOOTPATH, KEY_DISP_FOOTPATH, TYPE_COMBOBOX, VALUES_FOOTPATH, True, 'No Validator') - options_list.append(t9) + def set_final_design_inputs(self, final_inputs: list[dict]) -> None: + """Persist the final merged input payload for design execution.""" + if not isinstance(final_inputs, list): + return + self.set_input_value("final_design_inputs", final_inputs) + + def input_values(self): + """Return structured list of input definitions for the UI""" + options_list = [] - t10 = (KEY_SKEW_ANGLE, KEY_DISP_SKEW_ANGLE, TYPE_TEXTBOX, None, True, 'Double Validator') - options_list.append(t10) + options_list.append( + (KEY_MODULE, KEY_DISP_FINPLATE, TYPE_MODULE, None, True, 'No Validator', {}) + ) - t11 = (None, DISP_TITLE_MATERIAL, TYPE_TITLE, None, True, 'No Validator') - options_list.append(t11) + # Type of Structure + options_list.append( + ( + "section_structure", + DISP_TITLE_STRUCTURE, + TYPE_TITLE, + None, + True, + 'No Validator', + { + "container": "main", + "post_note": { + "text": "*Other structures not included", + "attr": "structure_note", + }, + }, + ) + ) + options_list.append( + ( + KEY_STRUCTURE_TYPE, + KEY_DISP_STRUCTURE_TYPE, + TYPE_COMBOBOX, + VALUES_STRUCTURE_TYPE, + True, + 'No Validator', + {}, + ) + ) - t12 = (KEY_GIRDER, KEY_DISP_GIRDER, TYPE_COMBOBOX, connectdb("Material"), True, 'No Validator') - options_list.append(t12) + # Project Location (custom content handled in dock) + options_list.append( + ( + "section_project_location", + DISP_TITLE_PROJECT, + TYPE_TITLE, + None, + True, + 'No Validator', + { + "container": "main", + "custom_content": "project_location", + "show_group_title": False, + "header_label": "Project Location*", + "button_rows": [ + { + "type": "project_location", + "buttons": [ + { + "text": "Add Here", + "action": "show_project_location_dialog", + } + ], + } + ], + }, + ) + ) - t13 = (KEY_CROSS_BRACING, KEY_DISP_CROSS_BRACING, TYPE_COMBOBOX, connectdb("Material"), True, 'No Validator') - options_list.append(t13) + # Geometric Details + options_list.append( + ( + "section_geometric", + DISP_TITLE_GEOMETRIC, + TYPE_TITLE, + None, + True, + 'No Validator', + { + "container": "superstructure", + "post_rows": [ + { + "type": "additional_geometry", + "label": "Additional Geometry", + "buttons": [ + { + "text": "Modify Here", + "action": "show_additional_inputs", + } + ], + } + ], + }, + ) + ) + options_list.append( + ( + KEY_SPAN, + KEY_DISP_SPAN, + TYPE_TEXTBOX, + None, + True, + 'Double Validator', + {"label": "Span*"}, + ) + ) + options_list.append( + ( + KEY_CARRIAGEWAY_WIDTH, + KEY_DISP_CARRIAGEWAY_WIDTH, + TYPE_TEXTBOX, + None, + True, + 'Double Validator', + {"label": "Carriageway Width*"}, + ) + ) + options_list.append( + ( + KEY_INCLUDE_MEDIAN, + "Include Median", + TYPE_COMBOBOX, + VALUES_YES_NO, + True, + 'No Validator', + {"label": "Include Median", "default": "No", "add_stretch": True}, + ) + ) + options_list.append( + ( + KEY_FOOTPATH, + KEY_DISP_FOOTPATH, + TYPE_COMBOBOX, + VALUES_FOOTPATH, + True, + 'No Validator', + {"label": "Footpath", "default": "None"}, + ) + ) + options_list.append( + ( + KEY_SKEW_ANGLE, + KEY_DISP_SKEW_ANGLE, + TYPE_TEXTBOX, + None, + True, + 'Double Validator', + {"label": "Skew Angle"}, + ) + ) - t14 = (KEY_DECK, KEY_DISP_DECK, TYPE_COMBOBOX, connectdb("Material"), True, 'No Validator') - options_list.append(t14) + # Material Inputs + options_list.append( + ( + "section_material", + DISP_TITLE_MATERIAL, + TYPE_TITLE, + None, + True, + 'No Validator', + { + "container": "superstructure", + "post_rows": [ + { + "type": "material_properties", + "label": "Properties", + "buttons": [ + { + "text": "Modify Here", + "action": "show_material_properties_dialog", + } + ], + } + ], + }, + ) + ) + material_values = connectdb("Material") + options_list.append( + ( + KEY_GIRDER, + KEY_DISP_GIRDER, + TYPE_COMBOBOX, + material_values, + True, + 'No Validator', + {"label": "Girder"}, + ) + ) + options_list.append( + ( + KEY_CROSS_BRACING, + KEY_DISP_CROSS_BRACING, + TYPE_COMBOBOX, + material_values, + True, + 'No Validator', + {"label": "Cross Bracing"}, + ) + ) + options_list.append( + ( + KEY_END_DIAPHRAGM, + KEY_DISP_END_DIAPHRAGM, + TYPE_COMBOBOX, + material_values, + True, + 'No Validator', + {"label": "End Diaphragm"}, + ) + ) + options_list.append( + ( + KEY_DECK_CONCRETE_GRADE_BASIC, + KEY_DISP_DECK_CONCRETE_GRADE, + TYPE_COMBOBOX, + VALUES_DECK_CONCRETE_GRADE, + True, + 'No Validator', + {"label": "Deck", "default": "M 25"}, + ) + ) return options_list @@ -83,10 +335,139 @@ def set_osdaglogger(self, key): """Logger setup""" print("Logger set up (mock)") - def output_values(self, flag): - """output values List""" - return [] + def output_values(self, flag=None): + """Return output dock definitions using the same tuple structure as input_values.""" + outputs = [] + + outputs.append( + ( + "section_output_analysis", + "Analysis Results", + TYPE_TITLE, + None, + True, + "No Validator", + { + "kind": "analysis", + "fields": [ + ( + "analysis_member", + "Member:", + "combobox", + ["All"], + True, + "No Validator", + {"label_min_width": 100}, + ), + ( + "analysis_load_combination", + "Load Combination:", + "combobox", + ["Envelope"], + True, + "No Validator", + {"label_min_width": 100}, + ), + ( + "analysis_forces", + "Forces", + "checkbox_grid", + [ + ["Fx", "Mx", "Dx"], + ["Fy", "My", "Dy"], + ["Fz", "Mz", "Dz"], + ], + True, + "No Validator", + {}, + ), + ( + "analysis_display_options", + "Display Options:", + "checkbox_row", + ["Max", "Min"], + True, + "No Validator", + {}, + ), + ( + "analysis_utilization", + "Controlling Utilization Ratio", + "checkbox", + None, + True, + "No Validator", + {}, + ), + ], + }, + ) + ) + + outputs.append( + ( + "section_output_superstructure", + "Superstructure", + TYPE_TITLE, + None, + True, + "No Validator", + { + "kind": "design", + "rows": [ + { + "label": "Steel Design", + "buttons": [ + {"text": "Here", "action": "show_additional_inputs"}, + ], + }, + { + "label": "Deck Design", + "buttons": [ + {"text": "Here", "action": "show_additional_inputs"}, + ], + }, + ] + }, + ) + ) + + outputs.append( + ( + "section_output_substructure", + "Substructure", + TYPE_TITLE, + None, + True, + "No Validator", + { + "kind": "design", + "rows": [], + }, + ) + ) + + return outputs def func_for_validation(self, design_inputs): """Validation Function""" - return None \ No newline at end of file + return None + + def prime_defaults_from_definitions(self): + """Populate state with any defaults declared in `input_values()` metadata.""" + for item in self.input_values(): + if not isinstance(item, tuple) or len(item) < 7: + continue + key, _label, ui_type, values, _required, _validator, metadata = item + if not isinstance(key, str): + continue + if ui_type in (TYPE_TITLE, TYPE_MODULE): + continue + if key in self._input_state: + continue + default = (metadata or {}).get("default") + if default is not None: + self._input_state[key] = default + elif ui_type == TYPE_COMBOBOX and isinstance(values, (list, tuple)) and values: + # If no explicit default is provided, keep the first item as a sensible initial value. + self._input_state[key] = values[0] diff --git a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields_additional_input.py b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields_additional_input.py index ea4eed544..1178ea2e7 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields_additional_input.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields_additional_input.py @@ -11,6 +11,14 @@ DEFAULT_RAILING_WIDTH, MIN_FOOTPATH_WIDTH, MIN_RAILING_HEIGHT, + VALUES_GIRDER_DESIGN_MODE, + VALUES_GIRDER_SPAN_MODE, + VALUES_GIRDER_SYMMETRY, + VALUES_GIRDER_TYPE, + VALUES_PROFILE_SCOPE, + VALUES_TORSIONAL_RESTRAINT, + VALUES_WARPING_RESTRAINT, + VALUES_WEB_TYPE, VALUES_RAILING_TYPE, VALUES_WEARING_COAT_MATERIAL, ) @@ -35,7 +43,7 @@ "type": "line", "validator": {"type": "int_range", "bottom": 1, "top": 100}, "bind": "no_of_girders", - "on_text_changed": "on_no_of_girders_changed", + "on_editing_finished": "on_no_of_girders_changed", }, ] }, @@ -1342,7 +1350,7 @@ "id": "span", "label": "Span:", "type": "combo", - "choices": ["Full Length", "Custom"], + "choices": VALUES_GIRDER_SPAN_MODE, "bind": "span_combo", }, ], @@ -1351,7 +1359,7 @@ "id": "design", "label": "Design:", "type": "combo", - "choices": ["Customized", "Optimized"], + "choices": VALUES_GIRDER_DESIGN_MODE, "bind": "design_combo", "visible_for": ["welded"], }, @@ -1359,14 +1367,14 @@ "id": "type", "label": "Type:", "type": "combo", - "choices": ["Welded", "Rolled"], + "choices": VALUES_GIRDER_TYPE, "bind": "type_combo", }, { "id": "symmetry", "label": "Symmetry:", "type": "combo", - "choices": ["Girder Symmetric", "Girder Unsymmetric"], + "choices": VALUES_GIRDER_SYMMETRY, "bind": "symmetry_combo", "visible_for": ["welded"], }, @@ -1394,7 +1402,7 @@ "id": "top_flange_thickness", "label": "Top Flange Thickness (mm):", "type": "mode_line", - "mode_choices": ["All", "Custom"], + "mode_choices": VALUES_PROFILE_SCOPE, "default_mode": "All", "bind_mode": "top_thickness_mode_combo", "bind_value": "top_thickness_input", @@ -1414,7 +1422,7 @@ "id": "bottom_flange_thickness", "label": "Bottom Flange Thickness (mm):", "type": "mode_line", - "mode_choices": ["All", "Custom"], + "mode_choices": VALUES_PROFILE_SCOPE, "default_mode": "All", "bind_mode": "bottom_thickness_mode_combo", "bind_value": "bottom_thickness_input", @@ -1424,7 +1432,7 @@ "id": "web_thickness", "label": "Web Thickness (mm):", "type": "mode_line", - "mode_choices": ["All", "Custom"], + "mode_choices": VALUES_PROFILE_SCOPE, "default_mode": "All", "bind_mode": "web_thickness_mode_combo", "bind_value": "web_thickness_input", @@ -1445,24 +1453,24 @@ "id": "torsional_restraint", "label": "Torsional Restraint:", "type": "combo", - "choices": [ - "Fully Restrained", "Partially Restrained - Support Connect", "Partially Restrained - Bearing Support", - ], + "choices": VALUES_TORSIONAL_RESTRAINT, "bind": "torsion_combo", }, { "id": "warping_restraint", "label": "Warping Restraint:", "type": "combo", - "choices": ["Both Flange Restraint", "No Restraint"], + "choices": VALUES_WARPING_RESTRAINT, "bind": "warping_combo", }, { "id": "web_type", "label": "Web Type*:", "type": "combo", - "choices": ["Thin Web with ITS", "Thick Web"], + "choices": VALUES_WEB_TYPE, "bind": "web_type_combo", }, ], } + +#function -> store in dict design dict \ No newline at end of file diff --git a/src/osdagbridge/core/utils/common.py b/src/osdagbridge/core/utils/common.py index 5336059f3..553d8dea4 100644 --- a/src/osdagbridge/core/utils/common.py +++ b/src/osdagbridge/core/utils/common.py @@ -29,6 +29,7 @@ KEY_SPAN = "Span" KEY_CARRIAGEWAY_WIDTH = "Carriageway Width" KEY_INCLUDE_MEDIAN = "Include Median" +# KEY_FOOTPATH = "Footpath" KEY_FOOTPATH = ["None", "Single Side", "Both Sides"] KEY_SKEW_ANGLE = "Skew Angle" KEY_GIRDER = "Girder" @@ -223,10 +224,17 @@ VALUES_GIRDER_TYPE = ["IS Standard Rolled Beam", "Plate Girder"] VALUES_GIRDER_SYMMETRY = ["Symmetrical", "Unsymmetrical"] VALUES_OPTIMIZATION_MODE = ["Optimized", "Customized", "All"] -VALUES_TORSIONAL_RESTRAINT = ["Fully Restrained", "Partially Restrained - Support Connect", "Partially Restrained - Bearing Support"] -VALUES_WARPING_RESTRAINT = ["Both Flange Restraint", "No Restraint"] -VALUES_WEB_TYPE = ["Thin Web", "Thick Web"] -VALUES_STIFFENER_DESIGN = ["Simple Post", "Tension Field"] +VALUES_TORSIONAL_RESTRAINT = [ + "Fully Restrained", + "Partially Restrained - Support Connection", + "Partially Restrained - Bearing Support", +] +VALUES_WARPING_RESTRAINT = ["Both Flanges Restrained", "No Restraint"] +# Plate girder web classification used by the Section Properties UI. +# Thin webs typically require intermediate transverse stiffeners (ITS), whereas +# thick webs do not; keep the labels consistent across desktop UI + schemas. +VALUES_WEB_TYPE = ["Thin Web with ITS", "Thick Web without ITS"] +VALUES_STIFFENER_DESIGN = ["Simple Post Critical", "Tension Field"] VALUES_CROSS_BRACING_TYPE = ["K-bracing", "K-bracing with top bracket", "X-bracing", "X-bracing with bottom bracket", "X-bracing with top and bottom brackets"] VALUES_END_DIAPHRAGM_TYPE = ["Cross Bracing", "Rolled Beam", "Welded Beam"] VALUES_WEARING_COAT_MATERIAL = ["Concrete", "Bituminous", "Other"] @@ -485,13 +493,23 @@ def connectdb(table_name, popup=None): "IRC 5 - Flush Median", "Custom" ] -VALUES_GIRDER_TYPE = ["IS Standard Rolled Beam", "Plate Girder"] -VALUES_GIRDER_SYMMETRY = ["Symmetrical", "Unsymmetrical"] +VALUES_GIRDER_TYPE = ["Welded", "Rolled"] +VALUES_GIRDER_SYMMETRY = ["Girder Symmetric", "Girder Unsymmetric"] +VALUES_GIRDER_DESIGN_MODE = ["Optimized", "Customized"] +VALUES_GIRDER_SPAN_MODE = ["Full Length", "Custom"] +VALUES_PROFILE_SCOPE = ["All", "Custom"] VALUES_OPTIMIZATION_MODE = ["Optimized", "Customized", "All"] -VALUES_TORSIONAL_RESTRAINT = ["Fully Restrained", "Partially Restrained - Support Connect", "Partially Restrained - Bearing Support"] -VALUES_WARPING_RESTRAINT = ["Both Flange Restraint", "No Restraint"] -VALUES_WEB_TYPE = ["Thin Web", "Thick Web"] -VALUES_STIFFENER_DESIGN = ["Simple Post", "Tension Field"] +VALUES_TORSIONAL_RESTRAINT = [ + "Fully Restrained", + "Partially Restrained - Support Connection", + "Partially Restrained - Bearing Support", +] +VALUES_WARPING_RESTRAINT = ["Both Flanges Restrained", "No Restraint"] +# Plate girder web classification used by the Section Properties UI. +# Thin webs typically require intermediate transverse stiffeners (ITS), whereas +# thick webs do not; keep the labels consistent across desktop UI + schemas. +VALUES_WEB_TYPE = ["Thin Web with ITS", "Thick Web without ITS"] +VALUES_STIFFENER_DESIGN = ["Simple Post Critical", "Tension Field"] VALUES_CROSS_BRACING_TYPE = ["K-bracing", "K-bracing with top bracket", "X-bracing", "X-bracing with bottom bracket", "X-bracing with top and bottom brackets"] VALUES_END_DIAPHRAGM_TYPE = ["Cross Bracing", "Rolled Beam", "Welded Beam"] VALUES_WEARING_COAT_MATERIAL = ["Concrete", "Bituminous", "Other"] @@ -503,7 +521,6 @@ def connectdb(table_name, popup=None): VALUES_CUSTOM_AXLE_TYPE = ["Single", "Bogie"] VALUES_FOOTPATH_PRESSURE_MODE = ["Automatic", "User-defined"] VALUES_SUPPORT_TYPE = ["Fixed", "Pinned"] - # Default values DEFAULT_SELF_WEIGHT_FACTOR = 1.0 DEFAULT_CONCRETE_DENSITY = 25.0 # kN/m³ @@ -540,7 +557,6 @@ def connectdb(table_name, popup=None): GPa = kilo * MPa kPa = kilo * Pa - KEY_FOOTPATH = ["None", "Single Side", "Both Sides"] KEY_SAFETY_KERB_MIN_WIDTH = 750 # in mm KEY_SAFETY_KERB_PLACEMENT = ['Single Side', 'Both Sides', ] diff --git a/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py b/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py index 76dc48078..f5603c0fe 100644 --- a/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py +++ b/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py @@ -47,6 +47,7 @@ def __init__(self, footpath_value="None", carriageway_width=7.5, parent=None): self.setSizeGripEnabled(True) self.footpath_value = footpath_value self.carriageway_width = carriageway_width + self._last_saved_data = {} # Track last saved state self.init_ui() self.setStyleSheet(""" QDialog { @@ -222,36 +223,82 @@ def _create_schema_widget(self, field_def, field_width): return widget def _apply_defaults(self): + """Apply defaults only to the currently visible top-level tab. - """Apply default values to all tabs""" + Important UX: within Member Properties, Defaults should only reset the + currently active sub-tab (not the entire Member Properties area). + """ - if hasattr(self, "typical_section_tab") and hasattr(self.typical_section_tab, "reset_defaults"): - self.typical_section_tab.reset_defaults() - - if hasattr(self, "section_properties_tab") and hasattr(self.section_properties_tab, "reset_defaults"): - self.section_properties_tab.reset_defaults() - - if hasattr(self, "loading_tab"): - self.loading_tab.reset_defaults() - - for i in range(self.loading_tab.load_tabs.count()): - tab = self.loading_tab.load_tabs.widget(i) - if hasattr(tab, "reset_defaults"): - tab.reset_defaults() - - if hasattr(self, "typical_section_tab") and hasattr(self.typical_section_tab, "reset_defaults"): - self.typical_section_tab.reset_defaults() - if hasattr(self, "section_properties_tab") and hasattr(self.section_properties_tab, "reset_defaults"): - self.section_properties_tab.reset_defaults() - if not (hasattr(self, "typical_section_tab") or hasattr(self, "section_properties_tab")): - self._show_placeholder_message("Defaults") + try: + current_widget = self.tabs.currentWidget() + except Exception: + current_widget = None + + if current_widget is getattr(self, "typical_section_tab", None): + if hasattr(self.typical_section_tab, "reset_defaults"): + self.typical_section_tab.reset_defaults() + return + + if current_widget is getattr(self, "section_properties_tab", None): + # Member Properties: reset only active sub-tab. + if hasattr(self.section_properties_tab, "reset_active_tab_defaults"): + self.section_properties_tab.reset_active_tab_defaults() + elif hasattr(self.section_properties_tab, "reset_defaults"): + # Fallback to legacy behavior. + self.section_properties_tab.reset_defaults() + return + + # Other tabs: best-effort reset if supported. + if current_widget is not None and hasattr(current_widget, "reset_defaults"): + try: + current_widget.reset_defaults() + return + except Exception: + pass + self._show_placeholder_message("Defaults") def _save_inputs(self): saved = {} - if hasattr(self, "section_properties_tab") and hasattr(self.section_properties_tab, "save_properties"): - saved.update(self.section_properties_tab.save_properties() or {}) - # No popup; silently succeed for now + try: + if hasattr(self, "section_properties_tab") and hasattr(self.section_properties_tab, "save_properties"): + saved.update(self.section_properties_tab.save_properties() or {}) + except Exception as exc: + # If saving fails, the old code would never reach the confirmation popup. + QMessageBox.critical(self, "Save Failed", f"Could not save inputs.\n\n{exc}") + return + + # Store the saved data for later retrieval + self._last_saved_data = saved + + # Confirm save to the user (requested behavior). Use an explicit message box + # instance so it stays on top of the frameless dialog. + box = QMessageBox(self) + box.setIcon(QMessageBox.Information) + box.setWindowTitle("Saved") + + # Build detailed message + saved_items = [] + if "girder_details" in saved: + saved_items.append("✓ Girder Details") + if "stiffener_details" in saved: + stiffener_data = saved.get("stiffener_details", {}) + member_count = len(stiffener_data.get("stiffener_by_member", {})) + saved_items.append(f"✓ Stiffener Details ({member_count} members)") + if "cross_bracing" in saved: + saved_items.append("✓ Cross-Bracing Details") + if "end_diaphragm" in saved: + saved_items.append("✓ End Diaphragm Details") + + message = "Inputs saved successfully.\n\n" + if saved_items: + message += "Saved:\n" + "\n".join(saved_items) + + box.setText(message) + box.setStandardButtons(QMessageBox.Ok) + box.setDefaultButton(QMessageBox.Ok) + box.setWindowModality(Qt.ApplicationModal) + box.exec() def _build_sections_from_schema(self, parent_layout, sections, heading_style, label_style, field_width): for section in sections: @@ -453,4 +500,24 @@ def update_footpath_value(self, footpath_value): self.typical_section_tab.update_footpath_value(footpath_value) def _show_placeholder_message(self, action_name): - QMessageBox.information(self, "Coming soon", f"{action_name} action not implemented yet.") \ No newline at end of file + QMessageBox.information(self, "Coming soon", f"{action_name} action not implemented yet.") + + def get_saved_data(self) -> dict: + """Get the last saved properties data. + + Returns: + Dictionary containing all saved properties including stiffener details. + """ + return self._last_saved_data + + def set_properties_data(self, data: dict) -> None: + """Restore properties data from a previous save. + + Args: + data: Dictionary containing properties to restore. + """ + if hasattr(self, "section_properties_tab") and hasattr(self.section_properties_tab, "restore_properties"): + try: + self.section_properties_tab.restore_properties(data) + except Exception: + pass diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/common.py b/src/osdagbridge/desktop/ui/dialogs/tabs/common.py index fbd7685a2..064fef034 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/common.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/common.py @@ -1,4 +1,7 @@ """Shared helpers for the Additional Inputs dialog and its tabs.""" + +from PySide6.QtCore import Qt, Signal +from PySide6.QtGui import QStandardItemModel from PySide6.QtWidgets import ( QComboBox, QLineEdit, @@ -9,6 +12,83 @@ ) +class CheckableComboBox(QComboBox): + """Multi-select combo with All/individual toggle behavior.""" + + checkedItemsChanged = Signal() + + def __init__(self, parent=None): + super().__init__(parent) + model = QStandardItemModel(self) + self.setModel(model) + self._updating_selection = False + model.itemChanged.connect(self._handle_item_changed) + + def addItem(self, text, userData=None): # noqa: N802 (Qt naming) + super().addItem(text, userData) + self._initialize_item(self.count() - 1) + + def addItems(self, texts): # noqa: N802 (Qt naming) + for text in texts: + self.addItem(text) + + def _initialize_item(self, index): + item = self.model().item(index) + if not item: + return + item.setFlags(Qt.ItemIsEnabled | Qt.ItemIsUserCheckable) + item.setData( + Qt.Checked if item.text().strip().lower() == "all" else Qt.Unchecked, + Qt.CheckStateRole, + ) + + def _handle_item_changed(self, item): + if self._updating_selection or item is None: + return + self._updating_selection = True + try: + if item.text().strip().lower() == "all": + if item.checkState() == Qt.Checked: + self._uncheck_non_all_items() + else: + if item.checkState() == Qt.Checked: + self._uncheck_all_item() + finally: + self._updating_selection = False + self.checkedItemsChanged.emit() + + def _uncheck_non_all_items(self): + for row in range(self.model().rowCount()): + item = self.model().item(row) + if item and item.text().strip().lower() != "all": + item.setCheckState(Qt.Unchecked) + + def _uncheck_all_item(self): + for row in range(self.model().rowCount()): + item = self.model().item(row) + if item and item.text().strip().lower() == "all": + item.setCheckState(Qt.Unchecked) + break + + def checked_items(self, include_all: bool = False): + selected, all_checked = [], False + for row in range(self.model().rowCount()): + item = self.model().item(row) + if not item or item.checkState() != Qt.Checked: + continue + text = item.text() + if text.strip().lower() == "all": + all_checked = True + if include_all: + selected.append(text) + else: + selected.append(text) + if all_checked and not include_all: + return [] + return selected + + + def get_combobox_style(): """Return the common stylesheet for dropdowns with the SVG icon from resources.""" return """ @@ -86,6 +166,10 @@ def get_lineedit_style(): background: #f1f1f1; color: #666; } + QLineEdit:read-only{ + background: #f6f6f6; + color: #555555; + } QLineEdit:hover { border: 1px solid #5d5d5d; } diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/section_properties_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/section_properties_tab.py index 2d4ab49a1..8eecfd420 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/section_properties_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/section_properties_tab.py @@ -55,20 +55,215 @@ def init_ui(self): main_layout.addWidget(self.section_tabs) + # Bind stiffener tab to the girder tab for member list + optimized state. + try: + self.stiffener_details_tab.bind_girder_details_tab(self.girder_details_tab) + except Exception: + pass + + # Bind Cross Bracing + End Diaphragm to Girder Details for dynamic girder options. + try: + self.cross_bracing_tab.bind_girder_details_tab(self.girder_details_tab) + except Exception: + pass + try: + self.end_diaphragm_tab.bind_girder_details_tab(self.girder_details_tab) + except Exception: + pass + + # Refresh stiffener members whenever the tab becomes active. + try: + self.section_tabs.currentChanged.connect(self._on_section_tab_changed) + except Exception: + pass + + def _on_section_tab_changed(self, index: int) -> None: + try: + widget = self.section_tabs.widget(index) + except Exception: + return + if widget is getattr(self, "stiffener_details_tab", None): + try: + self.stiffener_details_tab.refresh_girder_members() + except Exception: + pass + elif widget is getattr(self, "cross_bracing_tab", None): + try: + self.cross_bracing_tab.refresh_girder_options() + except Exception: + pass + elif widget is getattr(self, "end_diaphragm_tab", None): + try: + self.end_diaphragm_tab.refresh_girder_options() + except Exception: + pass + def set_girder_count(self, count): if hasattr(self, "girder_details_tab") and hasattr(self.girder_details_tab, "set_girder_count"): self.girder_details_tab.set_girder_count(count) + # Keep dependent tabs in sync. + try: + self.stiffener_details_tab.refresh_girder_members() + except Exception: + pass + try: + self.cross_bracing_tab.refresh_girder_options() + except Exception: + pass + try: + self.end_diaphragm_tab.refresh_girder_options() + except Exception: + pass def reset_defaults(self): + """Reset the entire Member Properties area back to its initial/default state.""" + + # Reset girder first so dependent tabs get a fresh member/pair list. if hasattr(self, "girder_details_tab") and hasattr(self.girder_details_tab, "reset_defaults"): self.girder_details_tab.reset_defaults() + + # Ensure dependent tabs see updated girder/member options. + try: + self.stiffener_details_tab.refresh_girder_members() + except Exception: + pass + try: + self.cross_bracing_tab.refresh_girder_options() + except Exception: + pass + try: + self.end_diaphragm_tab.refresh_girder_options() + except Exception: + pass + + # Now reset each dependent tab's own stored state. + if hasattr(self, "stiffener_details_tab") and hasattr(self.stiffener_details_tab, "reset_defaults"): + self.stiffener_details_tab.reset_defaults() if hasattr(self, "cross_bracing_tab") and hasattr(self.cross_bracing_tab, "reset_defaults"): self.cross_bracing_tab.reset_defaults() + if hasattr(self, "end_diaphragm_tab") and hasattr(self.end_diaphragm_tab, "reset_defaults"): + self.end_diaphragm_tab.reset_defaults() + + # Default to the first sub-tab for a consistent UX. + try: + self.section_tabs.setCurrentIndex(0) + except Exception: + pass + + def reset_active_tab_defaults(self) -> None: + """Reset only the currently active Member Properties sub-tab. + + This is used by the dialog-level Defaults button to avoid wiping other + Member Properties tabs' inputs. + """ + + try: + active_widget = self.section_tabs.currentWidget() + except Exception: + active_widget = None + + if active_widget is None: + return + + # Girder Details has extra selection widgets (girder selector + segment table) + # that should not be reset when applying defaults for just this tab. + if active_widget is getattr(self, "girder_details_tab", None): + try: + self.girder_details_tab.reset_defaults(preserve_selection=True, preserve_segments=True) + except TypeError: + # Backward compatibility if signature differs. + self.girder_details_tab.reset_defaults() + return + + # Dependent tabs rely on Girder Details for member/girder options. + # Ensure options are fresh but do not alter Girder Details state. + if active_widget is getattr(self, "stiffener_details_tab", None): + try: + self.stiffener_details_tab.refresh_girder_members() + except Exception: + pass + elif active_widget is getattr(self, "cross_bracing_tab", None): + try: + self.cross_bracing_tab.refresh_girder_options() + except Exception: + pass + elif active_widget is getattr(self, "end_diaphragm_tab", None): + try: + self.end_diaphragm_tab.refresh_girder_options() + except Exception: + pass + + if hasattr(active_widget, "reset_defaults"): + try: + active_widget.reset_defaults() + except Exception: + pass def save_properties(self): data = {} if hasattr(self, "girder_details_tab") and hasattr(self.girder_details_tab, "collect_data"): data["girder_details"] = self.girder_details_tab.collect_data() + if hasattr(self, "stiffener_details_tab"): + # Validate stiffener inputs before saving. + if hasattr(self.stiffener_details_tab, "validate"): + self.stiffener_details_tab.validate() + if hasattr(self.stiffener_details_tab, "collect_data"): + data["stiffener_details"] = self.stiffener_details_tab.collect_data() if hasattr(self, "cross_bracing_tab") and hasattr(self.cross_bracing_tab, "collect_data"): data["cross_bracing"] = self.cross_bracing_tab.collect_data() + if hasattr(self, "end_diaphragm_tab") and hasattr(self.end_diaphragm_tab, "collect_data"): + data["end_diaphragm"] = self.end_diaphragm_tab.collect_data() return data + + def restore_properties(self, data: dict) -> None: + """Restore previously saved properties into the sub-tabs.""" + if not isinstance(data, dict): + return + + girder_data = data.get("girder_details") + if isinstance(girder_data, dict) and hasattr(self, "girder_details_tab") and hasattr(self.girder_details_tab, "restore_data"): + try: + self.girder_details_tab.restore_data(girder_data) + except Exception: + pass + + stiffener_data = data.get("stiffener_details") + if isinstance(stiffener_data, dict) and hasattr(self, "stiffener_details_tab") and hasattr(self.stiffener_details_tab, "restore_data"): + try: + self.stiffener_details_tab.restore_data(stiffener_data) + except Exception: + pass + + cross_data = data.get("cross_bracing") + if isinstance(cross_data, dict) and hasattr(self, "cross_bracing_tab") and hasattr(self.cross_bracing_tab, "restore_data"): + try: + self.cross_bracing_tab.restore_data(cross_data) + except Exception: + pass + + end_data = data.get("end_diaphragm") + if isinstance(end_data, dict) and hasattr(self, "end_diaphragm_tab") and hasattr(self.end_diaphragm_tab, "restore_data"): + try: + self.end_diaphragm_tab.restore_data(end_data) + except Exception: + pass + + # If stiffeners were restored, refresh member list (depends on girder segments). + try: + if hasattr(self, "stiffener_details_tab") and hasattr(self.stiffener_details_tab, "refresh_girder_members"): + self.stiffener_details_tab.refresh_girder_members() + except Exception: + pass + + # Dependent tabs rely on Girder Details for selector options. + try: + if hasattr(self, "cross_bracing_tab") and hasattr(self.cross_bracing_tab, "refresh_girder_options"): + self.cross_bracing_tab.refresh_girder_options() + except Exception: + pass + try: + if hasattr(self, "end_diaphragm_tab") and hasattr(self.end_diaphragm_tab, "refresh_girder_options"): + self.end_diaphragm_tab.refresh_girder_options() + except Exception: + pass + diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/cross_bracing_details_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/cross_bracing_details_tab.py index 50b1835e1..ad90649a0 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/cross_bracing_details_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/cross_bracing_details_tab.py @@ -1,5 +1,6 @@ import sys import os +import math from PySide6.QtWidgets import ( QWidget, QVBoxLayout, QHBoxLayout, QTabWidget, QTabBar, QLabel, QLineEdit, QComboBox, QGroupBox, QFormLayout, QPushButton, QScrollArea, @@ -14,6 +15,7 @@ from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style from osdagbridge.desktop.ui.widgets.section_viewer import SectionPreviewWidget, SectionCatalog +from osdagbridge.desktop.ui.widgets.placeholder_section_preview import PlaceholderSectionPreviewWidget class CrossBracingDetailsTab(QWidget): """Tab for Cross-Bracing Details with visual previews""" @@ -21,6 +23,16 @@ class CrossBracingDetailsTab(QWidget): def __init__(self, parent=None): super().__init__(parent) self.catalog = SectionCatalog() + self._girder_details_tab = None + + # Keep all combo boxes strictly uniform in width. + self._combo_width = 190 + + # Persist UI state per (girder-pair, member-id) so switching selection + # restores user inputs for that specific member. + self._state_by_member_key: dict[str, dict] = {} + self._active_member_key: str | None = None + self._selection_sync_guard = False self.init_ui() def init_ui(self): @@ -42,13 +54,13 @@ def init_ui(self): scroll.setWidget(container) container_layout = QVBoxLayout(container) - container_layout.setContentsMargins(6, 6, 6, 6) + container_layout.setContentsMargins(0, 0, 0, 0) container_layout.setSpacing(8) primary_card = self._create_card_frame() card_layout = QHBoxLayout(primary_card) - card_layout.setContentsMargins(10, 8, 10, 8) - card_layout.setSpacing(8) + card_layout.setContentsMargins(12, 12, 12, 12) + card_layout.setSpacing(12) # Left column (inputs) left_column = QWidget() @@ -59,23 +71,46 @@ def init_ui(self): selection_box = self._create_inner_box() selection_layout = QGridLayout(selection_box) - selection_layout.setContentsMargins(8, 4, 8, 4) - selection_layout.setHorizontalSpacing(6) - selection_layout.setVerticalSpacing(2) - selection_layout.setColumnMinimumWidth(0, 130) - selection_layout.setColumnStretch(1, 1) + selection_layout.setContentsMargins(12, 8, 12, 8) + selection_layout.setHorizontalSpacing(12) + selection_layout.setVerticalSpacing(8) + selection_layout.setColumnMinimumWidth(0, 180) + selection_layout.setColumnStretch(0, 0) + selection_layout.setColumnStretch(1, 0) self.select_girders_combo = QComboBox() - self.select_girders_combo.addItems(["G1 to G2", "G3 to G4", "All"]) + # Populated from Girder Details when bound. + self._configure_combo_box(self.select_girders_combo) apply_field_style(self.select_girders_combo) selection_layout.addWidget(self._create_label("Select Girders:"), 0, 0) selection_layout.addWidget(self.select_girders_combo, 0, 1) self.member_id_combo = QComboBox() - self.member_id_combo.addItems(["B1-1 to B1-15", "B2-1 to B2-10", "Custom"]) - apply_field_style(self.member_id_combo) + # Populated from Girder Details when bound. (No Custom option.) + self._configure_combo_box(self.member_id_combo) + # Member IDs are software-generated and must not be typed/edited. + self.member_id_combo.setEditable(False) + try: + self.member_id_combo.setInsertPolicy(QComboBox.NoInsert) + except Exception: + pass + # Hide the dropdown entirely; show a read-only display instead. + self.member_id_combo.setVisible(False) + + self.member_id_display = QLineEdit() + self.member_id_display.setReadOnly(True) + self.member_id_display.setFixedSize(self._combo_width, 28) + self.member_id_display.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + try: + self.member_id_display.setFocusPolicy(Qt.NoFocus) + except Exception: + pass + apply_field_style(self.member_id_display) selection_layout.addWidget(self._create_label("Member ID:"), 1, 0) - selection_layout.addWidget(self.member_id_combo, 1, 1) + selection_layout.addWidget(self.member_id_display, 1, 1) + + # Keep the two selectors aligned and persist state per selection. + self.select_girders_combo.currentIndexChanged.connect(self._on_select_girders_index_changed) selection_box.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) left_layout.addWidget(selection_box) @@ -91,19 +126,21 @@ def init_ui(self): inputs_grid.setContentsMargins(0, 0, 0, 0) inputs_grid.setHorizontalSpacing(12) inputs_grid.setVerticalSpacing(8) - inputs_grid.setColumnMinimumWidth(0, 130) + inputs_grid.setColumnMinimumWidth(0, 180) inputs_grid.setColumnStretch(0, 0) - inputs_grid.setColumnStretch(1, 1) + inputs_grid.setColumnStretch(1, 0) self.design_combo = QComboBox() self.design_combo.addItems(["Customized", "Optimized"]) if self.design_combo.count() > 1: self.design_combo.setCurrentIndex(1) # Default to Optimized + self._configure_combo_box(self.design_combo) apply_field_style(self.design_combo) row = self._add_grid_row(inputs_grid, 0, "Design:", self.design_combo) self.bracing_type_combo = QComboBox() self.bracing_type_combo.addItems(["K-Bracing", "X-Bracing"]) + self._configure_combo_box(self.bracing_type_combo) apply_field_style(self.bracing_type_combo) row = self._add_grid_row(inputs_grid, row, "Type of Bracing:", self.bracing_type_combo) @@ -117,36 +154,43 @@ def init_ui(self): self.bracing_section_type_combo = QComboBox() self.bracing_section_type_combo.addItems(section_type_options) + self._configure_combo_box(self.bracing_section_type_combo) apply_field_style(self.bracing_section_type_combo) row = self._add_grid_row(inputs_grid, row, "Bracing Section Type:", self.bracing_section_type_combo) self.bracing_section_combo = QComboBox() + self._configure_combo_box(self.bracing_section_combo) apply_field_style(self.bracing_section_combo) row = self._add_grid_row(inputs_grid, row, "Bracing Section:", self.bracing_section_combo) self.top_bracket_type_combo = QComboBox() self.top_bracket_type_combo.addItems(section_type_options) + self._configure_combo_box(self.top_bracket_type_combo) apply_field_style(self.top_bracket_type_combo) row = self._add_grid_row(inputs_grid, row, "Top Bracket Section:", self.top_bracket_type_combo) self.top_bracket_size_combo = QComboBox() + self._configure_combo_box(self.top_bracket_size_combo) apply_field_style(self.top_bracket_size_combo) row = self._add_grid_row(inputs_grid, row, "Top Bracket Size:", self.top_bracket_size_combo) self.bottom_bracket_type_combo = QComboBox() self.bottom_bracket_type_combo.addItems(section_type_options) + self._configure_combo_box(self.bottom_bracket_type_combo) apply_field_style(self.bottom_bracket_type_combo) row = self._add_grid_row(inputs_grid, row, "Bottom Bracket Section:", self.bottom_bracket_type_combo) self.bottom_bracket_size_combo = QComboBox() + self._configure_combo_box(self.bottom_bracket_size_combo) apply_field_style(self.bottom_bracket_size_combo) row = self._add_grid_row(inputs_grid, row, "Bottom Bracket Size:", self.bottom_bracket_size_combo) self.spacing_input = QLineEdit() - self.spacing_input.setPlaceholderText("Spacing (mm)") self.spacing_input.setValidator(QDoubleValidator(0, 100000, 2)) apply_field_style(self.spacing_input) - self._add_grid_row(inputs_grid, row, "Spacing:", self.spacing_input) + self.spacing_input.setFixedSize(self._combo_width, 28) + self.spacing_input.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + self._add_grid_row(inputs_grid, row, "Spacing (m):", self.spacing_input) inputs_layout.addLayout(inputs_grid) left_layout.addWidget(inputs_box) @@ -160,7 +204,17 @@ def init_ui(self): right_column.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Preferred) right_layout = QVBoxLayout(right_column) right_layout.setContentsMargins(0, 0, 0, 0) - right_layout.setSpacing(14) + right_layout.setSpacing(10) + + # Match End Diaphragm cross-bracing view: show a bracing-layout diagram at the top. + type_box = self._create_inner_box() + type_box.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) + type_layout = QVBoxLayout(type_box) + type_layout.setContentsMargins(12, 8, 12, 10) + type_layout.setSpacing(6) + type_layout.addWidget(self._create_heading_label("Type of Bracing")) + type_layout.addWidget(self._create_bracing_layout_placeholder("Bracing Layout", 170)) + right_layout.addWidget(type_box) self.bracing_preview_box, self.bracing_preview_label = self._create_preview_box("Bracing") right_layout.addWidget(self.bracing_preview_box) @@ -171,9 +225,11 @@ def init_ui(self): self.bottom_bracket_preview_box, self.bottom_bracket_preview_label = self._create_preview_box("Bottom Bracket") right_layout.addWidget(self.bottom_bracket_preview_box) + right_layout.addStretch() + card_layout.addWidget(right_column) card_layout.setStretch(0, 3) - card_layout.setStretch(1, 2) + card_layout.setStretch(1, 4) container_layout.addWidget(primary_card) container_layout.addStretch() @@ -185,9 +241,367 @@ def init_ui(self): self.bottom_bracket_type_combo.currentTextChanged.connect(self._on_bottom_bracket_type_changed) self.bottom_bracket_size_combo.currentTextChanged.connect(self._update_previews) self.design_combo.currentTextChanged.connect(self._on_design_changed) + self.spacing_input.textChanged.connect(self._on_span_or_spacing_changed) self._populate_designations() self._on_design_changed(self.design_combo.currentText()) + # Seed selection drop-downs with a safe default until Girder Details is bound. + self.refresh_girder_options() + + # Ensure initial selection loads its saved/default state. + self._load_state_for_current_member() + + def _on_span_or_spacing_changed(self, *_args) -> None: + # Member IDs are derived from Span + Spacing (software-driven). + try: + self._refresh_member_id_display() + except Exception: + pass + + def _current_member_id(self) -> str: + return f"B{self._pair_index()}M1" + + def _current_member_key(self) -> str: + pair = (self.select_girders_combo.currentText() or "").strip() + member = self._current_member_id() + return f"{pair}::{member}".strip(":") + + @staticmethod + def _normalize_member_id(text: str, pair_index: int | None = None) -> str: + """Normalize legacy IDs/ranges to the canonical format B{pair}M{member}. + + Accepts: + - 'B1M3' (canonical) + - 'B1-3' (legacy hyphen) + - 'B1-1 to B1-15' (legacy range; coerces to M1) + """ + raw = (text or "").strip().replace(" ", "") + if not raw: + return "" + + upper = raw.upper() + + # Canonical already. + if "M" in upper and upper.startswith("B"): + return upper + + # Legacy range like B1-1toB1-15 -> choose first. + if upper.startswith("B") and "TO" in upper: + # Try to keep the pair index if provided. + if pair_index is not None: + return f"B{pair_index}M1" + # Attempt to parse pair number from prefix. + try: + after_b = upper[1:] + pair_num = int("".join(ch for ch in after_b if ch.isdigit()) or 0) + except Exception: + pair_num = 0 + return f"B{pair_num}M1" if pair_num > 0 else "" + + # Legacy single member like B1-3. + if upper.startswith("B") and "-" in upper: + try: + b_part, m_part = upper.split("-", 1) + pair_num = int(b_part[1:]) + mem_num = int("".join(ch for ch in m_part if ch.isdigit())) + return f"B{pair_num}M{mem_num}" + except Exception: + return "" + + # Fallback: if only a member number is present and pair_index is known. + if pair_index is not None: + try: + mem_num = int("".join(ch for ch in upper if ch.isdigit())) + if mem_num > 0: + return f"B{pair_index}M{mem_num}" + except Exception: + pass + return "" + + @staticmethod + def _member_number(text: str) -> int | None: + text = (text or "").strip().upper().replace(" ", "") + if not text: + return None + if text.startswith("B") and "M" in text: + try: + _b, m = text.split("M", 1) + return int("".join(ch for ch in m if ch.isdigit()) or 0) or None + except Exception: + return None + if text.startswith("B") and "-" in text: + try: + _b, m = text.split("-", 1) + return int("".join(ch for ch in m if ch.isdigit()) or 0) or None + except Exception: + return None + return None + + def _pair_index(self) -> int: + return max(0, int(self.select_girders_combo.currentIndex())) + 1 + + def _get_total_span_m(self) -> float | None: + tab = self._girder_details_tab + if tab is None: + return None + getter = getattr(tab, "_get_total_span", None) + if getter is None or not callable(getter): + return None + try: + span = getter() + except Exception: + return None + try: + span = float(span) + except Exception: + return None + return span if span > 0 else None + + def _get_cross_bracing_spacing_m(self) -> float | None: + text = (self.spacing_input.text() or "").strip() + if not text: + return None + try: + spacing_m = float(text) + except Exception: + return None + if spacing_m <= 0: + return None + return spacing_m + + def _cross_bracing_member_count(self) -> int: + """Compute number of cross bracing members (m) for a pair. + + Based on the provided reference: + m = Span / CrossBracingSpacing - 1 + + Span is read from Girder Details "Total Span (m)". + Spacing is read from this tab "Spacing (m)". + """ + span_m = self._get_total_span_m() + spacing_m = self._get_cross_bracing_spacing_m() + if not span_m or not spacing_m: + return 1 + raw = (span_m / spacing_m) - 1.0 + try: + m = int(math.floor(raw + 1e-9)) + except Exception: + m = 1 + return max(1, m) + + def _member_ids_for_pair(self, pair_index: int) -> list[str]: + count = self._cross_bracing_member_count() + return [f"B{pair_index}M{i}" for i in range(1, count + 1)] + + def _refresh_member_id_display(self) -> None: + pair_index = self._pair_index() + count = self._cross_bracing_member_count() + member_id = f"B{pair_index}M1" + display_text = member_id if count <= 1 else f"B{pair_index}M1 to B{pair_index}M{count}" + if hasattr(self, "member_id_display") and self.member_id_display is not None: + prev = self.member_id_display.blockSignals(True) + try: + self.member_id_display.setText(display_text) + finally: + self.member_id_display.blockSignals(prev) + + # Keep the hidden combo in sync for any existing code paths. + block = self.member_id_combo.blockSignals(True) + try: + self.member_id_combo.clear() + self.member_id_combo.addItems([member_id]) + self.member_id_combo.setCurrentIndex(0) + finally: + self.member_id_combo.blockSignals(block) + + def _default_member_state(self) -> dict: + # Use the tab defaults (Optimized + first options) for new members. + return { + "design": "Optimized", + "bracing_type": "K-Bracing", + "bracing_section_type": "Angle", + "bracing_section_data": None, + "bracing_section_text": "", + "top_bracket_type": "Angle", + "top_bracket_data": None, + "top_bracket_text": "", + "bottom_bracket_type": "Angle", + "bottom_bracket_data": None, + "bottom_bracket_text": "", + "spacing": "3", + } + + def _snapshot_current_state(self) -> dict: + return { + "design": self.design_combo.currentText(), + "bracing_type": self.bracing_type_combo.currentText(), + "bracing_section_type": self.bracing_section_type_combo.currentText(), + "bracing_section_data": self.bracing_section_combo.currentData(), + "bracing_section_text": self.bracing_section_combo.currentText(), + "top_bracket_type": self.top_bracket_type_combo.currentText(), + "top_bracket_data": self.top_bracket_size_combo.currentData(), + "top_bracket_text": self.top_bracket_size_combo.currentText(), + "bottom_bracket_type": self.bottom_bracket_type_combo.currentText(), + "bottom_bracket_data": self.bottom_bracket_size_combo.currentData(), + "bottom_bracket_text": self.bottom_bracket_size_combo.currentText(), + "spacing": self.spacing_input.text(), + } + + def _store_current_member_state(self) -> None: + if not hasattr(self, "select_girders_combo") or not hasattr(self, "member_id_combo"): + return + key = self._active_member_key or self._current_member_key() + if not key: + return + self._state_by_member_key[key] = self._snapshot_current_state() + self._active_member_key = key + + def _set_combo_to_data_or_text(self, combo: QComboBox, desired_data, desired_text: str) -> None: + if desired_data is not None: + idx = combo.findData(desired_data) + if idx >= 0: + combo.setCurrentIndex(idx) + return + if desired_text: + idx = combo.findText(desired_text) + if idx >= 0: + combo.setCurrentIndex(idx) + + def _apply_state(self, state: dict) -> None: + # Apply in a safe order: set section types first (to repopulate size combos), + # then set sizes, then design mode. + self.design_combo.setCurrentText(state.get("design") or self.design_combo.currentText()) + self.bracing_type_combo.setCurrentText(state.get("bracing_type") or self.bracing_type_combo.currentText()) + + self.bracing_section_type_combo.setCurrentText(state.get("bracing_section_type") or self.bracing_section_type_combo.currentText()) + self._update_designations_for(self.bracing_section_combo, self.bracing_section_type_combo.currentText()) + self._set_combo_to_data_or_text( + self.bracing_section_combo, + state.get("bracing_section_data"), + state.get("bracing_section_text") or "", + ) + + self.top_bracket_type_combo.setCurrentText(state.get("top_bracket_type") or self.top_bracket_type_combo.currentText()) + self._update_designations_for(self.top_bracket_size_combo, self.top_bracket_type_combo.currentText()) + self._set_combo_to_data_or_text( + self.top_bracket_size_combo, + state.get("top_bracket_data"), + state.get("top_bracket_text") or "", + ) + + self.bottom_bracket_type_combo.setCurrentText(state.get("bottom_bracket_type") or self.bottom_bracket_type_combo.currentText()) + self._update_designations_for(self.bottom_bracket_size_combo, self.bottom_bracket_type_combo.currentText()) + self._set_combo_to_data_or_text( + self.bottom_bracket_size_combo, + state.get("bottom_bracket_data"), + state.get("bottom_bracket_text") or "", + ) + + self.spacing_input.setText(state.get("spacing") or "") + + # Ensure enable/disable and previews match the restored design state. + self._on_design_changed(self.design_combo.currentText()) + + def _load_state_for_current_member(self) -> None: + key = self._current_member_key() + if not key: + return + self._active_member_key = key + state = self._state_by_member_key.get(key) + if state is None: + state = self._default_member_state() + guard_a = self.design_combo.blockSignals(True) + guard_b = self.bracing_type_combo.blockSignals(True) + guard_c = self.bracing_section_type_combo.blockSignals(True) + guard_d = self.bracing_section_combo.blockSignals(True) + guard_e = self.top_bracket_type_combo.blockSignals(True) + guard_f = self.top_bracket_size_combo.blockSignals(True) + guard_g = self.bottom_bracket_type_combo.blockSignals(True) + guard_h = self.bottom_bracket_size_combo.blockSignals(True) + try: + self._apply_state(state) + finally: + self.design_combo.blockSignals(guard_a) + self.bracing_type_combo.blockSignals(guard_b) + self.bracing_section_type_combo.blockSignals(guard_c) + self.bracing_section_combo.blockSignals(guard_d) + self.top_bracket_type_combo.blockSignals(guard_e) + self.top_bracket_size_combo.blockSignals(guard_f) + self.bottom_bracket_type_combo.blockSignals(guard_g) + self.bottom_bracket_size_combo.blockSignals(guard_h) + + # After restoring, refresh previews explicitly. + self._update_previews() + + def _on_select_girders_index_changed(self, idx: int) -> None: + if self._selection_sync_guard: + return + self._store_current_member_state() + self._selection_sync_guard = True + try: + self._refresh_member_id_display() + finally: + self._selection_sync_guard = False + self._load_state_for_current_member() + + def bind_girder_details_tab(self, girder_details_tab) -> None: + """Bind to Girder Details so girder pair options reflect user inputs.""" + self._girder_details_tab = girder_details_tab + try: + length_input = getattr(girder_details_tab, "length_input", None) + if length_input is not None and hasattr(length_input, "textChanged"): + length_input.textChanged.connect(self._on_span_or_spacing_changed) + except Exception: + pass + self.refresh_girder_options() + + def showEvent(self, event): # noqa: N802 (Qt naming) + super().showEvent(event) + # When the tab becomes visible, refresh in case girder count changed. + self.refresh_girder_options() + + def _girder_pairs(self) -> list[str]: + girders = [] + if self._girder_details_tab is not None and hasattr(self._girder_details_tab, "available_girders"): + try: + girders = list(getattr(self._girder_details_tab, "available_girders") or []) + except Exception: + girders = [] + + if not girders: + girders = ["G1", "G2"] + + pairs = [f"{girders[i]} to {girders[i + 1]}" for i in range(len(girders) - 1)] + return pairs or ["G1 to G2"] + + def refresh_girder_options(self) -> None: + """Populate Select Girders + Member ID based on Girder Details.""" + # Save current member state before rebuilding lists. + try: + self._store_current_member_state() + except Exception: + pass + pairs = self._girder_pairs() + + prev_pair = self.select_girders_combo.currentText().strip() if hasattr(self, "select_girders_combo") else "" + + block_a = self.select_girders_combo.blockSignals(True) + try: + self.select_girders_combo.clear() + self.select_girders_combo.addItems(pairs) + if prev_pair in pairs: + self.select_girders_combo.setCurrentText(prev_pair) + else: + self.select_girders_combo.setCurrentIndex(0) + finally: + self.select_girders_combo.blockSignals(block_a) + + # Update the (read-only) Member ID display for the selected pair. + self._refresh_member_id_display() + + # Restore saved/default state for the currently selected member after refresh. + self._load_state_for_current_member() + def _create_card_frame(self): card = QFrame() card.setStyleSheet("QFrame { border: 1px solid #d0d0d0; border-radius: 12px; background-color: #ffffff; }") @@ -206,37 +620,61 @@ def _create_inner_box(self): def _create_heading_label(self, text): label = QLabel(text) - label.setStyleSheet("font-size: 12px; font-weight: 600; color: #4b4b4b; border: none;") + label.setStyleSheet("font-size: 12px; font-weight: 700; color: #4b4b4b; border: none;") return label def _create_label(self, text): label = QLabel(text) - label.setStyleSheet("font-size: 11px; color: #4b4b4b; border: none;") + # Keep default label styling, but emphasize the bracing type selector. + weight = "700" if (text or "").strip() == "Type of Bracing:" else "400" + label.setStyleSheet(f"font-size: 11px; font-weight: {weight}; color: #4b4b4b; border: none;") return label def _add_grid_row(self, layout, row, text, widget): label = self._create_label(text) layout.addWidget(label, row, 0, Qt.AlignLeft | Qt.AlignVCenter) - widget.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) - layout.addWidget(widget, row, 1) + # Respect fixed-width widgets (e.g., combo boxes) so all fields remain uniform. + try: + fixed_width = widget.minimumWidth() == widget.maximumWidth() and widget.minimumWidth() > 0 + except Exception: + fixed_width = False + if fixed_width: + widget.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + else: + widget.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) + # Left-align the widget so fixed-width combos line up. + layout.addWidget(widget, row, 1, Qt.AlignLeft | Qt.AlignVCenter) return row + 1 - def _create_image_placeholder(self, height): - widget = SectionPreviewWidget() - widget.setMinimumHeight(height) - widget.setStyleSheet("QWidget { border: 1px solid #d0d0d0; border-radius: 10px; background-color: #0f0f0f; }") - return widget + def _configure_combo_box(self, combo: QComboBox) -> None: + """Keep combos stable without forcing the right-side diagram to collapse.""" + combo.setSizeAdjustPolicy(QComboBox.AdjustToMinimumContentsLengthWithIcon) + combo.setMinimumContentsLength(12) + try: + combo.setFixedWidth(int(getattr(self, "_combo_width", 190))) + combo.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + except Exception: + pass + + def _create_bracing_layout_placeholder(self, text: str, height: int): + label = QLabel(text) + label.setAlignment(Qt.AlignCenter) + label.setMinimumHeight(height) + label.setStyleSheet( + "QLabel { border: 1px solid #d0d0d0; border-radius: 10px; background-color: #f7f7f7; " + "font-weight: bold; color: #5b5b5b; }" + ) + return label def _create_preview_box(self, title): box = self._create_inner_box() layout = QVBoxLayout(box) layout.setContentsMargins(12, 10, 12, 10) layout.setSpacing(8) - # Preview headings should be visually stronger — make them bold only here heading = QLabel(title) heading.setStyleSheet("font-size: 12px; font-weight: 700; color: #4b4b4b; border: none;") layout.addWidget(heading) - image = self._create_image_placeholder(150) + image = PlaceholderSectionPreviewWidget(title, 110) layout.addWidget(image) return box, image @@ -255,8 +693,9 @@ def _update_previews(self): self._set_preview(self.bottom_bracket_preview_label, self.bottom_bracket_type_combo, self.bottom_bracket_size_combo) def _apply_custom_mode(self, is_custom: bool): - # Only allow manual section selection (and show previews) in Customized mode. - self.right_column.setVisible(is_custom) + # Only allow manual section selection in Customized mode. + # Keep the preview/diagram column visible in Optimized mode (like Girder Details). + self.right_column.setVisible(True) for widget in [ self.bracing_section_type_combo, self.bracing_section_combo, @@ -335,21 +774,63 @@ def _update_designations_for(self, combo: QComboBox, type_label: str): # ---- External API ----------------------------------------------------- def reset_defaults(self): - # Reset types to single angle and reload designations - for combo in [self.bracing_section_type_combo, self.top_bracket_type_combo, self.bottom_bracket_type_combo]: - combo.blockSignals(True) - combo.setCurrentIndex(0) - combo.blockSignals(False) - self._populate_designations() - # Select first designation for each - for combo in [self.bracing_section_combo, self.top_bracket_size_combo, self.bottom_bracket_size_combo]: - combo.setCurrentIndex(0 if combo.count() > 0 else -1) - self._update_previews() + # Clear per-member persistence so Defaults returns to a clean slate. + self._state_by_member_key.clear() + self._active_member_key = None + + # Refresh girder options (may have changed after Girder Defaults). + try: + self.refresh_girder_options() + except Exception: + pass + + # Drop any state that may have been snapshotted during refresh. + self._state_by_member_key.clear() + self._active_member_key = None + + # Reset selection to the first pair/member in a guarded way. + self._selection_sync_guard = True + try: + if self.select_girders_combo.count() > 0: + self.select_girders_combo.setCurrentIndex(0) + if self.member_id_combo.count() > 0: + self.member_id_combo.setCurrentIndex(0) + finally: + self._selection_sync_guard = False + + # With no saved state for this member, this applies default UI values + # (Optimized + first options) and updates enable/disable + previews. + self._load_state_for_current_member() def collect_data(self): + # Ensure the latest edits are persisted to the active member. + self._store_current_member_state() + + pairs = self._girder_pairs() + + # For the UI we configure only one member (always M1) per pair. + # For the solver/export, expand the configured state to all members. + by_member: dict[str, dict] = {} + for pair_idx, pair_label in enumerate(pairs, start=1): + base_member = f"B{pair_idx}M1" + base_key = f"{pair_label}::{base_member}" + base_state = self._state_by_member_key.get(base_key) + if base_state is None: + base_state = dict(self._default_member_state()) + self._state_by_member_key[base_key] = dict(base_state) + + for member_id in self._member_ids_for_pair(pair_idx): + payload = dict(base_state or {}) + payload["select_girders"] = pair_label + payload["member_id"] = member_id + by_member[member_id] = payload + + # Backward compatible: keep current selection fields at the top-level. + current_pair = (self.select_girders_combo.currentText() or "").strip() + current_member = self._current_member_id().strip().upper() return { - "select_girders": self.select_girders_combo.currentText(), - "member_id": self.member_id_combo.currentText(), + "select_girders": current_pair, + "member_id": current_member, "design": self.design_combo.currentText(), "bracing_type": self.bracing_type_combo.currentText(), "bracing_section_type": self.bracing_section_type_combo.currentText(), @@ -359,4 +840,57 @@ def collect_data(self): "bottom_bracket_type": self.bottom_bracket_type_combo.currentText(), "bottom_bracket_size": self.bottom_bracket_size_combo.currentText(), "spacing": self.spacing_input.text(), + "cross_bracing_by_member": by_member, } + + def restore_data(self, data: dict) -> None: + """Restore previously saved cross bracing inputs.""" + if not isinstance(data, dict): + return + + restored = data.get("cross_bracing_by_member") + if isinstance(restored, dict): + # Prefer restoring from the configured member (always M1) for each pair. + rebuilt: dict[str, dict] = {} + for _member_id, payload in restored.items(): + if not isinstance(payload, dict): + continue + pair_label = str(payload.get("select_girders") or "").strip() + member_id = str(payload.get("member_id") or _member_id or "").strip().upper() + if not pair_label: + continue + # Only store state for M1 in the UI. + if not member_id.endswith("M1"): + continue + state = dict(payload) + state.pop("select_girders", None) + state.pop("member_id", None) + rebuilt[f"{pair_label}::{member_id}"] = state + if rebuilt: + self._state_by_member_key = rebuilt + + # Refresh dropdowns and try to restore selection. + try: + self.refresh_girder_options() + except Exception: + pass + + target_pair = str(data.get("select_girders") or "").strip() + target_member = str(data.get("member_id") or "").strip().upper() + if target_pair: + try: + self.select_girders_combo.setCurrentText(target_pair) + except Exception: + pass + # Member ID is software-driven (always M1) so just refresh the display. + try: + self._refresh_member_id_display() + except Exception: + pass + + # Ensure UI reflects stored state for restored selection. + try: + self._load_state_for_current_member() + except Exception: + pass + diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/end_diaphragm_details_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/end_diaphragm_details_tab.py index 5fed7e684..d56ee5530 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/end_diaphragm_details_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/end_diaphragm_details_tab.py @@ -1,4 +1,11 @@ -"""Auto-generated tab module extracted from additional_inputs.""" +"""End diaphragm section-properties UI. + +This tab supports Cross Bracing, Rolled Beam and Welded Beam views. +Rolled/Welded views render a live section preview and auto-fill section +properties, matching the behavior used in the Girder tab. +""" + +import math import sys import os from PySide6.QtWidgets import ( @@ -14,14 +21,456 @@ from osdagbridge.core.utils.common import * from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style +from osdagbridge.desktop.ui.utils.rolled_section_preview import RolledSectionPreview +from osdagbridge.desktop.ui.widgets.section_viewer import SectionCatalog, SectionPreviewWidget +from osdagbridge.desktop.ui.widgets.placeholder_section_preview import PlaceholderSectionPreviewWidget + +# Reuse the same rolled section catalog that backs the Girder tab. +from osdagbridge.desktop.ui.dialogs.tabs.sub_tabs.section_properties.girder_details_tab import ( # noqa: E501 + girder_properties, +) class EndDiaphragmDetailsTab(QWidget): """Tab for End Diaphragm Details with type-specific layouts""" def __init__(self, parent=None): super().__init__(parent) + self._girder_details_tab = None + self._select_girders_combos = [] + self._member_id_combos = [] + # Member ID is software-generated (E{pair}M1 / E{pair}M2). + # Show both IDs as a read-only display; inputs apply to both ends. + self._member_id_display_by_view: dict[str, QLineEdit] = {} + + # Keep all combo boxes strictly uniform in width. + self._combo_width = 190 + + # Persist UI state per (view_type, girder-pair, member-id). + # Also sync selection (girder/member index) across all three views. + self._selection_by_view: dict[str, tuple[QComboBox, QComboBox]] = {} + self._state_by_view_member_key: dict[str, dict] = {} + self._active_key_by_view: dict[str, str] = {} + self._block_selection_sync = False + # Cross bracing uses angle/channel section previews backed by the Osdag DB. + self._cross_catalog = SectionCatalog() + self._cross_previews = {} + self.cross_right_column = None + self.cross_design_combo = None + self.cross_bracing_section_type_combo = None + self.cross_bracing_section_combo = None + self.cross_top_bracket_type_combo = None + self.cross_top_bracket_size_combo = None + self.cross_bottom_bracket_type_combo = None + self.cross_bottom_bracket_size_combo = None + self.cross_bracing_type_combo = None + + self._rolled_property_inputs = {} + self._welded_property_inputs = {} + self._rolled_preview = None + self._welded_preview = None + self._rolled_caption = None + self._welded_caption = None + + self.rolled_design_combo = None + self.welded_design_combo = None + self._rolled_inputs = [] + self._welded_inputs = [] self.init_ui() + def bind_girder_details_tab(self, girder_details_tab) -> None: + """Bind to Girder Details so Select Girders reflects user inputs.""" + self._girder_details_tab = girder_details_tab + self.refresh_girder_options() + + def showEvent(self, event): # noqa: N802 (Qt naming) + super().showEvent(event) + self.refresh_girder_options() + + def _girder_pairs(self) -> list[str]: + girders = [] + if self._girder_details_tab is not None and hasattr(self._girder_details_tab, "available_girders"): + try: + girders = list(getattr(self._girder_details_tab, "available_girders") or []) + except Exception: + girders = [] + if not girders: + girders = ["G1", "G2"] + pairs = [f"{girders[i]} to {girders[i + 1]}" for i in range(len(girders) - 1)] + return pairs or ["G1 to G2"] + + def refresh_girder_options(self) -> None: + """Populate all view selection combos based on Girder Details.""" + # Save current states before rebuilding options. + try: + self._store_all_view_states() + except Exception: + pass + + pairs = self._girder_pairs() + + for combo in list(self._select_girders_combos): + if combo is None: + continue + prev = combo.currentText().strip() + block = combo.blockSignals(True) + try: + combo.clear() + combo.addItems(pairs) + combo.setCurrentText(prev if prev in pairs else pairs[0]) + finally: + combo.blockSignals(block) + + # Member IDs are generated per girder-pair selection. + # End diaphragm uses 2 members per pair: E{pair}M1, E{pair}M2. + for view_key, (girders_combo, member_combo) in (self._selection_by_view or {}).items(): + if girders_combo is None or member_combo is None: + continue + self._rebuild_member_ids_for_view(view_key, previous_member=(member_combo.currentText() or "").strip()) + try: + self._refresh_member_id_display(view_key) + except Exception: + pass + + # After refresh, ensure state is restored for current selection. + self._restore_all_views_for_current_selection() + + @staticmethod + def _member_number(text: str) -> int | None: + raw = (text or "").strip().upper().replace(" ", "") + if not raw: + return None + if "M" in raw: + try: + _p, m = raw.split("M", 1) + return int("".join(ch for ch in m if ch.isdigit()) or 0) or None + except Exception: + return None + if "-" in raw: + try: + _p, m = raw.split("-", 1) + return int("".join(ch for ch in m if ch.isdigit()) or 0) or None + except Exception: + return None + return None + + def _pair_index_for_combo(self, girders_combo: QComboBox | None) -> int: + return max(0, int(girders_combo.currentIndex() if girders_combo is not None else 0)) + 1 + + def _member_ids_for_pair(self, pair_index: int) -> list[str]: + return [f"E{pair_index}M1", f"E{pair_index}M2"] + + def _refresh_member_id_display(self, view_key: str) -> None: + combos = self._selection_by_view.get(view_key) + display = self._member_id_display_by_view.get(view_key) + if not combos or display is None: + return + girders_combo, _member_combo = combos + pair_index = self._pair_index_for_combo(girders_combo) + members = self._member_ids_for_pair(pair_index) + text = " / ".join(members) + prev = display.blockSignals(True) + try: + display.setText(text) + finally: + display.blockSignals(prev) + + def _rebuild_member_ids_for_view(self, view_key: str, previous_member: str = "") -> None: + combos = self._selection_by_view.get(view_key) + if not combos: + return + girders_combo, member_combo = combos + if member_combo is None: + return + pair_index = self._pair_index_for_combo(girders_combo) + items = self._member_ids_for_pair(pair_index) + + block = member_combo.blockSignals(True) + try: + member_combo.clear() + member_combo.addItems(items) + desired = (previous_member or "").strip().upper() + if desired and desired in [i.upper() for i in items]: + member_combo.setCurrentText(desired) + else: + member_combo.setCurrentText(f"E{pair_index}M1") + member_combo.setCurrentIndex(0) + finally: + member_combo.blockSignals(block) + + try: + self._refresh_member_id_display(view_key) + except Exception: + pass + + def _selection_key(self, view_key: str) -> str: + combos = self._selection_by_view.get(view_key) + if not combos: + return "" + girders_combo, member_combo = combos + pair = (girders_combo.currentText() or "").strip() + member = (member_combo.currentText() or "").strip() + return f"{view_key}::{pair}::{member}".strip(":") + + def _default_state_for_view(self, view_key: str) -> dict: + key = (view_key or "").strip() + if key == "Cross Bracing": + angles = [] + try: + angles = list(self._cross_catalog.list_angles() or []) + except Exception: + angles = [] + first_angle = angles[0] if angles else "" + return { + "design": "Optimized", + "bracing_type": "K-Bracing", + "bracing_section_type": "Angle", + "bracing_section_data": first_angle, + "bracing_section_text": "", + "top_bracket_type": "Angle", + "top_bracket_data": first_angle, + "top_bracket_text": "", + "bottom_bracket_type": "Angle", + "bottom_bracket_data": first_angle, + "bottom_bracket_text": "", + } + if key == "Rolled Beam": + first = "" + if self.rolled_is_section_combo is not None and self.rolled_is_section_combo.count() > 0: + first = self.rolled_is_section_combo.itemText(0) + return { + "design": "Optimized", + "is_section": first, + } + if key == "Welded Beam": + return { + "design": "Optimized", + "welded_values": ["" for _ in (self._welded_inputs or [])], + } + return {"design": "Optimized"} + + def _snapshot_view_state(self, view_key: str) -> dict: + key = (view_key or "").strip() + if key == "Cross Bracing": + return { + "design": self.cross_design_combo.currentText() if self.cross_design_combo is not None else "", + "bracing_type": self.cross_bracing_type_combo.currentText() if self.cross_bracing_type_combo is not None else "", + "bracing_section_type": self.cross_bracing_section_type_combo.currentText() if self.cross_bracing_section_type_combo is not None else "", + "bracing_section_data": self.cross_bracing_section_combo.currentData() if self.cross_bracing_section_combo is not None else None, + "bracing_section_text": self.cross_bracing_section_combo.currentText() if self.cross_bracing_section_combo is not None else "", + "top_bracket_type": self.cross_top_bracket_type_combo.currentText() if self.cross_top_bracket_type_combo is not None else "", + "top_bracket_data": self.cross_top_bracket_size_combo.currentData() if self.cross_top_bracket_size_combo is not None else None, + "top_bracket_text": self.cross_top_bracket_size_combo.currentText() if self.cross_top_bracket_size_combo is not None else "", + "bottom_bracket_type": self.cross_bottom_bracket_type_combo.currentText() if self.cross_bottom_bracket_type_combo is not None else "", + "bottom_bracket_data": self.cross_bottom_bracket_size_combo.currentData() if self.cross_bottom_bracket_size_combo is not None else None, + "bottom_bracket_text": self.cross_bottom_bracket_size_combo.currentText() if self.cross_bottom_bracket_size_combo is not None else "", + } + if key == "Rolled Beam": + return { + "design": self.rolled_design_combo.currentText() if self.rolled_design_combo is not None else "", + "is_section": self.rolled_is_section_combo.currentText() if self.rolled_is_section_combo is not None else "", + } + if key == "Welded Beam": + values = [] + for widget in (self._welded_inputs or []): + if isinstance(widget, QComboBox): + values.append(widget.currentText()) + elif isinstance(widget, QLineEdit): + values.append(widget.text()) + else: + values.append("") + return { + "design": self.welded_design_combo.currentText() if self.welded_design_combo is not None else "", + "welded_values": values, + } + return {"design": ""} + + def _set_combo_to_data_or_text(self, combo: QComboBox, desired_data, desired_text: str) -> None: + if combo is None: + return + if desired_data is not None: + idx = combo.findData(desired_data) + if idx >= 0: + combo.setCurrentIndex(idx) + return + if desired_text: + idx = combo.findText(desired_text) + if idx >= 0: + combo.setCurrentIndex(idx) + + def _apply_view_state(self, view_key: str, state: dict) -> None: + key = (view_key or "").strip() + if key == "Cross Bracing": + if self.cross_design_combo is not None: + self.cross_design_combo.setCurrentText(state.get("design") or self.cross_design_combo.currentText()) + if self.cross_bracing_type_combo is not None: + desired = (state.get("bracing_type") or "").strip() + # Backward compatibility: older UI exposed Diagonal/Horizontal. + if desired in {"Diagonal", "Horizontal"}: + desired = "X-Bracing" + if desired and self.cross_bracing_type_combo.findText(desired) >= 0: + self.cross_bracing_type_combo.setCurrentText(desired) + else: + # Keep current selection if desired isn't supported. + self.cross_bracing_type_combo.setCurrentText(self.cross_bracing_type_combo.currentText()) + + if self.cross_bracing_section_type_combo is not None: + self.cross_bracing_section_type_combo.setCurrentText(state.get("bracing_section_type") or self.cross_bracing_section_type_combo.currentText()) + self._cross_update_designations_for(self.cross_bracing_section_combo, self.cross_bracing_section_type_combo.currentText()) + self._set_combo_to_data_or_text( + self.cross_bracing_section_combo, + state.get("bracing_section_data"), + state.get("bracing_section_text") or "", + ) + + if self.cross_top_bracket_type_combo is not None: + self.cross_top_bracket_type_combo.setCurrentText(state.get("top_bracket_type") or self.cross_top_bracket_type_combo.currentText()) + self._cross_update_designations_for(self.cross_top_bracket_size_combo, self.cross_top_bracket_type_combo.currentText()) + self._set_combo_to_data_or_text( + self.cross_top_bracket_size_combo, + state.get("top_bracket_data"), + state.get("top_bracket_text") or "", + ) + + if self.cross_bottom_bracket_type_combo is not None: + self.cross_bottom_bracket_type_combo.setCurrentText(state.get("bottom_bracket_type") or self.cross_bottom_bracket_type_combo.currentText()) + self._cross_update_designations_for(self.cross_bottom_bracket_size_combo, self.cross_bottom_bracket_type_combo.currentText()) + self._set_combo_to_data_or_text( + self.cross_bottom_bracket_size_combo, + state.get("bottom_bracket_data"), + state.get("bottom_bracket_text") or "", + ) + + self._on_cross_design_changed(self.cross_design_combo.currentText() if self.cross_design_combo is not None else "") + self._update_cross_previews() + return + + if key == "Rolled Beam": + if self.rolled_design_combo is not None: + self.rolled_design_combo.setCurrentText(state.get("design") or self.rolled_design_combo.currentText()) + if self.rolled_is_section_combo is not None: + desired = state.get("is_section") or "" + if desired: + self.rolled_is_section_combo.setCurrentText(desired) + elif self.rolled_is_section_combo.count() > 0: + self.rolled_is_section_combo.setCurrentIndex(0) + self._on_rolled_design_changed(self.rolled_design_combo.currentText() if self.rolled_design_combo is not None else "") + self._update_rolled_preview_and_props() + return + + if key == "Welded Beam": + if self.welded_design_combo is not None: + self.welded_design_combo.setCurrentText(state.get("design") or self.welded_design_combo.currentText()) + values = list(state.get("welded_values") or []) + for i, widget in enumerate(self._welded_inputs or []): + val = values[i] if i < len(values) else "" + if isinstance(widget, QComboBox): + if val: + widget.setCurrentText(val) + elif widget.count() > 0: + widget.setCurrentIndex(0) + elif isinstance(widget, QLineEdit): + widget.setText(val or "") + self._on_welded_design_changed(self.welded_design_combo.currentText() if self.welded_design_combo is not None else "") + self._update_welded_preview_and_props() + return + + def _store_view_state(self, view_key: str) -> None: + selection_key = self._selection_key(view_key) + if not selection_key: + return + self._state_by_view_member_key[selection_key] = self._snapshot_view_state(view_key) + self._active_key_by_view[view_key] = selection_key + + def _load_view_state(self, view_key: str) -> None: + selection_key = self._selection_key(view_key) + if not selection_key: + return + self._active_key_by_view[view_key] = selection_key + state = self._state_by_view_member_key.get(selection_key) + if state is None: + state = self._default_state_for_view(view_key) + self._apply_view_state(view_key, state) + + def _store_all_view_states(self) -> None: + for view_key in list(self._selection_by_view.keys()): + self._store_view_state(view_key) + + def _restore_all_views_for_current_selection(self) -> None: + for view_key in list(self._selection_by_view.keys()): + self._load_view_state(view_key) + + def _sync_selection_index_to_all_views(self, idx: int) -> None: + # Backward compatibility: treat this as girder-pair sync only. + self._sync_girder_index_to_all_views(idx) + + def _sync_girder_index_to_all_views(self, idx: int) -> None: + if self._block_selection_sync: + return + self._store_all_view_states() + self._block_selection_sync = True + try: + for view_key, (girders_combo, member_combo) in self._selection_by_view.items(): + if girders_combo is not None and girders_combo.count() > 0: + girders_combo.setCurrentIndex(min(max(idx, 0), girders_combo.count() - 1)) + # Rebuild member IDs to match the newly selected pair while + # preserving the M# selection when possible. + if member_combo is not None: + self._rebuild_member_ids_for_view(view_key, previous_member=(member_combo.currentText() or "").strip()) + try: + self._refresh_member_id_display(view_key) + except Exception: + pass + finally: + self._block_selection_sync = False + self._restore_all_views_for_current_selection() + + def _sync_member_index_to_all_views(self, member_idx: int) -> None: + if self._block_selection_sync: + return + self._store_all_view_states() + self._block_selection_sync = True + try: + for _view_key, (_girders_combo, member_combo) in self._selection_by_view.items(): + if member_combo is not None and member_combo.count() > 0: + member_combo.setCurrentIndex(min(max(member_idx, 0), member_combo.count() - 1)) + finally: + self._block_selection_sync = False + self._restore_all_views_for_current_selection() + + def _is_optimized(self, combo: QComboBox | None) -> bool: + if combo is None: + return False + return (combo.currentText() or "").strip() == "Optimized" + + def _design_combo_for_type(self, view_type: str | None) -> QComboBox | None: + key = (view_type or "").strip() + if key == "Cross Bracing": + return self.cross_design_combo + if key == "Rolled Beam": + return self.rolled_design_combo + if key == "Welded Beam": + return self.welded_design_combo + return None + + def _apply_rolled_custom_mode(self, is_custom: bool) -> None: + for widget in self._rolled_inputs: + if widget is not None: + widget.setEnabled(is_custom) + + def _on_rolled_design_changed(self, label: str) -> None: + is_custom = (label or "").strip() == "Customized" + self._apply_rolled_custom_mode(is_custom) + + def _apply_welded_custom_mode(self, is_custom: bool) -> None: + for widget in self._welded_inputs: + if widget is not None: + widget.setEnabled(is_custom) + self._update_welded_thickness_value_enabled_state() + + def _on_welded_design_changed(self, label: str) -> None: + is_custom = (label or "").strip() == "Customized" + self._apply_welded_custom_mode(is_custom) + def init_ui(self): main_layout = QVBoxLayout(self) main_layout.setContentsMargins(0, 0, 0, 0) @@ -63,6 +512,10 @@ def init_ui(self): self._set_current_type("Cross Bracing") + # Now that all views/widgets exist, restore saved/default state for the + # current (girder, member) selection across all views. + self._restore_all_views_for_current_selection() + def _add_type_view(self, key, widget, type_selector): self.views[key] = widget self.view_order.append(key) @@ -90,21 +543,41 @@ def _create_inner_box(self): def _create_heading_label(self, text): label = QLabel(text) - label.setStyleSheet("font-size: 12px; font-weight: 600; color: #4b4b4b; border: none; padding: 0px; margin: 0px;") + label.setStyleSheet("font-size: 12px; font-weight: 700; color: #4b4b4b; border: none; padding: 0px; margin: 0px;") return label def _create_label(self, text): label = QLabel(text) - label.setStyleSheet("font-size: 11px; color: #4b4b4b; border: none;") + # Keep default label styling, but emphasize the bracing type selector. + weight = "700" if (text or "").strip() == "Type of Bracing:" else "400" + label.setStyleSheet(f"font-size: 11px; font-weight: {weight}; color: #4b4b4b; border: none;") return label def _add_grid_row(self, layout, row, text, widget): label = self._create_label(text) layout.addWidget(label, row, 0, Qt.AlignLeft | Qt.AlignVCenter) - widget.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) + # Respect fixed-width widgets (e.g., combo boxes) so all fields remain uniform. + try: + fixed_width = widget.minimumWidth() == widget.maximumWidth() and widget.minimumWidth() > 0 + except Exception: + fixed_width = False + if fixed_width: + widget.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + else: + widget.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) layout.addWidget(widget, row, 1) return row + 1 + def _configure_combo_box(self, combo: QComboBox) -> None: + """Keep combos stable without forcing the right-side diagram to collapse.""" + combo.setSizeAdjustPolicy(QComboBox.AdjustToMinimumContentsLengthWithIcon) + combo.setMinimumContentsLength(12) + try: + combo.setFixedWidth(int(getattr(self, "_combo_width", 190))) + combo.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + except Exception: + pass + def _create_image_placeholder(self, text, min_height=140): label = QLabel(text) label.setAlignment(Qt.AlignCenter) @@ -119,7 +592,53 @@ def _create_line_edit(self, placeholder=""): apply_field_style(line_edit) return line_edit - def _create_selection_box(self): + def _create_mode_value_widget(self, mode_combo: QComboBox, value_input: QLineEdit) -> QWidget: + widget = QWidget() + widget.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + try: + widget.setFixedWidth(int(getattr(self, "_combo_width", 190))) + except Exception: + pass + widget.setMinimumHeight(28) + + layout = QHBoxLayout(widget) + layout.setContentsMargins(0, 0, 0, 0) + layout.setSpacing(6) + layout.addWidget(mode_combo) + layout.addWidget(value_input) + return widget + + def _is_custom_thickness_mode(self, combo: QComboBox | None) -> bool: + if combo is None: + return False + return (combo.currentText() or "").strip().lower() == "custom" + + def _update_welded_thickness_value_enabled_state(self) -> None: + is_custom_design = (self.welded_design_combo.currentText() or "").strip() == "Customized" if self.welded_design_combo else False + + for mode_combo, value_input in ( + (getattr(self, "welded_web_thickness_combo", None), getattr(self, "welded_web_thickness_value", None)), + (getattr(self, "welded_top_thickness_combo", None), getattr(self, "welded_top_thickness_value", None)), + (getattr(self, "welded_bottom_thickness_combo", None), getattr(self, "welded_bottom_thickness_value", None)), + ): + if mode_combo is None or value_input is None: + continue + + show_value = bool(is_custom_design and self._is_custom_thickness_mode(mode_combo)) + value_input.setVisible(show_value) + value_input.setEnabled(show_value) + + try: + total_width = int(getattr(self, "_combo_width", 190)) + if show_value: + mode_combo.setFixedWidth(max(96, total_width - 84)) + value_input.setFixedWidth(78) + else: + mode_combo.setFixedWidth(total_width) + except Exception: + pass + + def _create_selection_box(self, view_key: str): box = self._create_inner_box() box.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) layout = QGridLayout(box) @@ -130,19 +649,179 @@ def _create_selection_box(self): layout.setColumnStretch(1, 1) girders_combo = QComboBox() - girders_combo.addItems(["G1 to G2", "G3 to G4", "All"]) + # Populated from Girder Details when bound. (No All option.) + self._configure_combo_box(girders_combo) apply_field_style(girders_combo) layout.addWidget(self._create_label("Select Girders:"), 0, 0) layout.addWidget(girders_combo, 0, 1) + self._select_girders_combos.append(girders_combo) + member_combo = QComboBox() - member_combo.addItems(["E1-1, E1-2", "E2-1, E2-2", "Custom"]) + # Populated from Girder Details when bound. (No Custom option.) + self._configure_combo_box(member_combo) + # Member IDs are software-generated and should not be edited. + # Keep an internal (hidden) combo for state keys; display both ends. + member_combo.setEditable(False) + member_combo.setEnabled(False) + member_combo.setVisible(False) + try: + member_combo.setInsertPolicy(QComboBox.NoInsert) + except Exception: + pass apply_field_style(member_combo) + + member_display = QLineEdit() + member_display.setReadOnly(True) + apply_field_style(member_display) + try: + member_display.setFixedWidth(int(getattr(self, "_combo_width", 190))) + except Exception: + pass layout.addWidget(self._create_label("Member ID:"), 1, 0) - layout.addWidget(member_combo, 1, 1) + layout.addWidget(member_display, 1, 1) + + self._member_id_combos.append(member_combo) + + # Register selection widgets for state persistence. + self._selection_by_view[view_key] = (girders_combo, member_combo) + self._member_id_display_by_view[view_key] = member_display + + # Keep selection synced across views. + girders_combo.currentIndexChanged.connect(lambda idx, _k=view_key: self._sync_girder_index_to_all_views(idx)) + + # Seed with safe defaults so the UI isn't empty before binding. + try: + self.refresh_girder_options() + except Exception: + pass + + try: + self._refresh_member_id_display(view_key) + except Exception: + pass return box + def collect_data(self) -> dict: + """Serialize End Diaphragm inputs for all views/pairs/members.""" + # Persist any in-flight edits first. + try: + self._store_all_view_states() + except Exception: + pass + + pairs = self._girder_pairs() + view_keys = list(self._selection_by_view.keys()) + + # Serialize End Diaphragm inputs for both ends (M1/M2) for each girder-pair. + # Inputs are shared: M1 is treated as source-of-truth and duplicated to M2. + by_view: dict[str, dict] = {} + for view_key in view_keys: + by_view.setdefault(view_key, {}) + default_state = self._default_state_for_view(view_key) + for pair_idx, pair_label in enumerate(pairs, start=1): + source_key = f"{view_key}::{pair_label}::E{pair_idx}M1" + state = self._state_by_view_member_key.get(source_key) + if state is None: + # Backward compatibility: if an older save had only M2, use it. + state = self._state_by_view_member_key.get(f"{view_key}::{pair_label}::E{pair_idx}M2") + if state is None: + state = dict(default_state) + # Normalize back into M1 so internal state remains stable. + self._state_by_view_member_key[source_key] = dict(state) + + for member_id in self._member_ids_for_pair(pair_idx): + member_id = (member_id or "").strip().upper() + payload = dict(state or {}) + payload["select_girders"] = pair_label + payload["member_id"] = member_id + by_view[view_key][payload["member_id"]] = payload + + # Current selection (for convenience/backward compatibility). + current_view = str(self.current_type or "").strip() or "Cross Bracing" + current_pair = "" + current_member = "" + combos = self._selection_by_view.get(current_view) + if combos: + girders_combo, member_combo = combos + current_pair = (girders_combo.currentText() or "").strip() if girders_combo is not None else "" + current_member = (member_combo.currentText() or "").strip().upper() if member_combo is not None else "" + + return { + "type": current_view, + "select_girders": current_pair, + "member_id": current_member, + "end_diaphragm_by_view": by_view, + } + + def restore_data(self, data: dict) -> None: + """Restore previously saved End Diaphragm inputs.""" + if not isinstance(data, dict): + return + + restored = data.get("end_diaphragm_by_view") + if isinstance(restored, dict): + rebuilt: dict[str, dict] = {} + # Rebuild internal selection-key map. + for view_key, members in restored.items(): + if not isinstance(members, dict): + continue + for member_id, payload in members.items(): + if not isinstance(payload, dict): + continue + pair_label = str(payload.get("select_girders") or "").strip() + canonical_member = str(payload.get("member_id") or member_id or "").strip().upper() + # Inputs apply to both ends; normalize any M2 state into M1. + if canonical_member.endswith("M2"): + canonical_member = canonical_member[:-1] + "1" + if not view_key or not pair_label or not canonical_member: + continue + state = dict(payload) + state.pop("select_girders", None) + state.pop("member_id", None) + rebuilt[f"{view_key}::{pair_label}::{canonical_member}"] = state + self._state_by_view_member_key = rebuilt + + # Refresh combos and restore selection/type where possible. + try: + self.refresh_girder_options() + except Exception: + pass + + target_type = str(data.get("type") or "").strip() + if target_type: + try: + self._set_current_type(target_type) + except Exception: + pass + + target_pair = str(data.get("select_girders") or "").strip() + target_member = str(data.get("member_id") or "").strip().upper() + combos = self._selection_by_view.get(str(self.current_type or "Cross Bracing")) + if combos: + girders_combo, member_combo = combos + try: + if target_pair and girders_combo is not None: + girders_combo.setCurrentText(target_pair) + except Exception: + pass + try: + if member_combo is not None: + # Ensure items match selected pair, then set member. + self._rebuild_member_ids_for_view(str(self.current_type or "Cross Bracing"), previous_member=target_member) + try: + self._refresh_member_id_display(str(self.current_type or "Cross Bracing")) + except Exception: + pass + except Exception: + pass + + try: + self._restore_all_views_for_current_selection() + except Exception: + pass + def _create_section_properties_box(self, title): box = self._create_inner_box() layout = QVBoxLayout(box) @@ -175,6 +854,7 @@ def _create_section_properties_box(self, title): for row, name in enumerate(properties): label = self._create_label(name) field = self._create_line_edit() + field.setReadOnly(True) grid.addWidget(label, row, 0) grid.addWidget(field, row, 1) inputs[name] = field @@ -182,6 +862,336 @@ def _create_section_properties_box(self, title): layout.addLayout(grid) return box, inputs + @staticmethod + def _format_property_value(value): + if value is None: + return "" + if isinstance(value, (int, float)): + return f"{value:.2f}" + return str(value) + + @staticmethod + def _parse_float(text): + try: + return float(text) + except (TypeError, ValueError): + return None + + def _apply_section_properties(self, inputs, values): + for key, widget in inputs.items(): + previous = widget.blockSignals(True) + widget.setText(self._format_property_value(values.get(key))) + widget.blockSignals(previous) + + def _clear_section_properties(self, inputs): + for widget in inputs.values(): + previous = widget.blockSignals(True) + widget.clear() + widget.blockSignals(previous) + + def _populate_rolled_sections(self, combo: QComboBox) -> None: + designations = sorted(girder_properties.list_available_sections().keys()) + if not designations: + designations = [ + "ISMB 500", + "ISMB 550", + "ISMB 600", + "ISWB 500", + "ISWB 550", + "ISWB 600", + ] + block = combo.blockSignals(True) + combo.clear() + combo.addItems(designations) + combo.setCurrentIndex(0 if designations else -1) + combo.blockSignals(block) + + def _fetch_rolled_properties(self, designation: str): + if not designation: + return None + beam = girder_properties.get_beam_profile(designation) + if not beam: + return None + values = { + "Mass, M (Kg/m)": beam.mass_per_meter_kg, + "Sectional Area, a (cm2)": beam.area_cm2, + "2nd Moment of Area, Iz (cm4)": beam.moment_of_inertia_zz_cm4, + "2nd Moment of Area, Iy (cm4)": beam.moment_of_inertia_yy_cm4, + "Radius of Gyration, rz (cm)": beam.radius_of_gyration_z_cm, + "Radius of Gyration, ry (cm)": beam.radius_of_gyration_y_cm, + "Elastic Modulus, Zz (cm3)": beam.elastic_section_modulus_z_cm3, + "Elastic Modulus, Zy (cm3)": beam.elastic_section_modulus_y_cm3, + "Plastic Modulus, Zuz (cm3)": beam.plastic_section_modulus_z_cm3, + "Plastic Modulus, Zuy (cm3)": beam.plastic_section_modulus_y_cm3, + } + + area = values.get("Sectional Area, a (cm2)") + iz = values.get("2nd Moment of Area, Iz (cm4)") + iy = values.get("2nd Moment of Area, Iy (cm4)") + if values.get("Radius of Gyration, rz (cm)") is None and area and iz: + values["Radius of Gyration, rz (cm)"] = math.sqrt(iz / area) + if values.get("Radius of Gyration, ry (cm)") is None and area and iy: + values["Radius of Gyration, ry (cm)"] = math.sqrt(iy / area) + return values + + def _gather_welded_dimensions(self): + depth = self._parse_float(getattr(self, "welded_total_depth", QLineEdit()).text()) + top_width = self._parse_float(getattr(self, "welded_top_width", QLineEdit()).text()) + bottom_width = self._parse_float(getattr(self, "welded_bottom_width", QLineEdit()).text()) or top_width + + if not depth or not top_width or not bottom_width: + return None + + # Match Girder welded behavior: infer thicknesses unless Custom value is provided. + web_default = max(8.0, depth * 0.02) + flange_default = max(10.0, depth * 0.03) + + web_thickness = web_default + web_mode = getattr(self, "welded_web_thickness_combo", None) + web_value = getattr(self, "welded_web_thickness_value", None) + if self._is_custom_thickness_mode(web_mode): + web_thickness = self._parse_float(web_value.text() if web_value is not None else "") or web_default + + top_thickness = flange_default + top_mode = getattr(self, "welded_top_thickness_combo", None) + top_value = getattr(self, "welded_top_thickness_value", None) + if self._is_custom_thickness_mode(top_mode): + top_thickness = self._parse_float(top_value.text() if top_value is not None else "") or flange_default + + bottom_thickness = flange_default + bottom_mode = getattr(self, "welded_bottom_thickness_combo", None) + bottom_value = getattr(self, "welded_bottom_thickness_value", None) + if self._is_custom_thickness_mode(bottom_mode): + bottom_thickness = self._parse_float(bottom_value.text() if bottom_value is not None else "") or flange_default + + return { + "designation": "Custom Welded End Diaphragm", + "section_type": "welded", + "depth_mm": depth, + "top_flange_width_mm": top_width, + "bottom_flange_width_mm": bottom_width, + "web_thickness_mm": web_thickness, + "top_flange_thickness_mm": top_thickness, + "bottom_flange_thickness_mm": bottom_thickness, + } + + def _compute_welded_properties(self, dims): + depth = dims["depth_mm"] + top_width = dims["top_flange_width_mm"] + bottom_width = dims["bottom_flange_width_mm"] + web_thickness = dims["web_thickness_mm"] + top_thickness = dims["top_flange_thickness_mm"] + bottom_thickness = dims["bottom_flange_thickness_mm"] + + h_web = max(depth - top_thickness - bottom_thickness, 1.0) + area_top = top_width * top_thickness + area_bottom = bottom_width * bottom_thickness + area_web = web_thickness * h_web + area_total_mm2 = area_top + area_bottom + area_web + area_cm2 = area_total_mm2 / 100.0 + mass_kg_per_m = (area_total_mm2 / 1_000_000.0) * 7850.0 + + iz_web = (web_thickness * h_web**3) / 12.0 + iz_top = (top_width * top_thickness**3) / 12.0 + iz_bottom = (bottom_width * bottom_thickness**3) / 12.0 + distance_top = h_web / 2.0 + top_thickness / 2.0 + distance_bottom = h_web / 2.0 + bottom_thickness / 2.0 + iz_top += area_top * distance_top**2 + iz_bottom += area_bottom * distance_bottom**2 + iz_cm4 = (iz_web + iz_top + iz_bottom) / 10000.0 + + iy_web = (h_web * web_thickness**3) / 12.0 + iy_top = (top_thickness * top_width**3) / 12.0 + iy_bottom = (bottom_thickness * bottom_width**3) / 12.0 + iy_cm4 = (iy_web + iy_top + iy_bottom) / 10000.0 + + rz_cm = math.sqrt(iz_cm4 / area_cm2) if area_cm2 > 0 else None + ry_cm = math.sqrt(iy_cm4 / area_cm2) if area_cm2 > 0 else None + + depth_cm = depth / 10.0 + width_cm = max(top_width, bottom_width) / 10.0 + zz_cm3 = iz_cm4 / (depth_cm / 2.0) if depth_cm > 0 else None + zy_cm3 = iy_cm4 / (width_cm / 2.0) if width_cm > 0 else None + + zpl_major = ( + area_top * distance_top + area_bottom * distance_bottom + (web_thickness * h_web**2) / 4.0 + ) / 1000.0 + zpl_minor = ( + (top_thickness * top_width**2) / 4.0 + + (bottom_thickness * bottom_width**2) / 4.0 + + (h_web * web_thickness**2) / 4.0 + ) / 1000.0 + + return { + "Mass, M (Kg/m)": mass_kg_per_m, + "Sectional Area, a (cm2)": area_cm2, + "2nd Moment of Area, Iz (cm4)": iz_cm4, + "2nd Moment of Area, Iy (cm4)": iy_cm4, + "Radius of Gyration, rz (cm)": rz_cm, + "Radius of Gyration, ry (cm)": ry_cm, + "Elastic Modulus, Zz (cm3)": zz_cm3, + "Elastic Modulus, Zy (cm3)": zy_cm3, + "Plastic Modulus, Zuz (cm3)": zpl_major, + "Plastic Modulus, Zuy (cm3)": zpl_minor, + } + + def _update_rolled_preview_and_props(self): + if not self._rolled_preview: + return + + designation = getattr(self, "rolled_is_section_combo", QComboBox()).currentText() + beam = girder_properties.get_beam_profile(designation) + outline = girder_properties.get_rolled_section(designation) if beam is None else None + has_data = bool(beam or outline) + caption = f"Rolled section • {designation}" if has_data else "Rolled section unavailable" + + if beam: + self._rolled_preview.set_section(beam) + elif outline: + self._rolled_preview.set_dimensions( + depth_mm=outline["depth_mm"], + flange_width_mm=outline["top_flange_width_mm"], + bottom_flange_width_mm=outline["bottom_flange_width_mm"], + web_thickness_mm=outline["web_thickness_mm"], + flange_thickness_mm=outline["top_flange_thickness_mm"], + bottom_flange_thickness_mm=outline["bottom_flange_thickness_mm"], + ) + else: + self._rolled_preview.clear() + + if self._rolled_caption: + self._rolled_caption.setText(caption) + + values = self._fetch_rolled_properties(designation) + if values: + self._apply_section_properties(self._rolled_property_inputs, values) + else: + self._clear_section_properties(self._rolled_property_inputs) + + def _update_welded_preview_and_props(self): + if not self._welded_preview: + return + dims = self._gather_welded_dimensions() + caption = "Welded section preview" if dims else "Enter depth and flange widths" + + if dims: + self._welded_preview.set_dimensions( + depth_mm=dims["depth_mm"], + flange_width_mm=dims["top_flange_width_mm"], + bottom_flange_width_mm=dims["bottom_flange_width_mm"], + web_thickness_mm=dims["web_thickness_mm"], + flange_thickness_mm=dims["top_flange_thickness_mm"], + bottom_flange_thickness_mm=dims["bottom_flange_thickness_mm"], + show_welds=True, + ) + values = self._compute_welded_properties(dims) + self._apply_section_properties(self._welded_property_inputs, values) + else: + self._welded_preview.clear() + self._clear_section_properties(self._welded_property_inputs) + + if self._welded_caption: + self._welded_caption.setText(caption) + + # ---- Cross bracing helpers (angle/channel previews) ----------------- + def _cross_map_section_type(self, label: str) -> str: + mapping = { + "Angle": "angle", + "Double Angle (Long Leg)": "double_angle_long", + "Double Angle (Short Leg)": "double_angle_short", + "Channel": "channel", + "Double Channel": "double_channel", + } + return mapping.get((label or "").strip(), "angle") + + def _cross_display_name_for(self, designation: str, section_type: str) -> str: + name = (designation or "").strip() + if section_type in ("angle", "double_angle_long", "double_angle_short"): + name = name.lstrip("∠⌒⟡⟠").strip() + if name and not name.upper().startswith("IS"): + name = f"IS {name}" + return name + + def _cross_fill_combo(self, combo: QComboBox, items, section_type: str) -> None: + if combo is None: + return + block = combo.blockSignals(True) + combo.clear() + for des in items: + combo.addItem(self._cross_display_name_for(des, section_type), des) + combo.setCurrentIndex(0 if combo.count() > 0 else -1) + combo.blockSignals(block) + + def _cross_update_designations_for(self, combo: QComboBox, type_label: str) -> None: + stype = self._cross_map_section_type(type_label) + if stype in ("angle", "double_angle_long", "double_angle_short"): + items = self._cross_catalog.list_angles() + else: + items = self._cross_catalog.list_channels() + self._cross_fill_combo(combo, items, stype) + + def _cross_populate_designations(self) -> None: + angles = self._cross_catalog.list_angles() + self._cross_fill_combo(self.cross_bracing_section_combo, angles, "angle") + self._cross_fill_combo(self.cross_top_bracket_size_combo, angles, "angle") + self._cross_fill_combo(self.cross_bottom_bracket_size_combo, angles, "angle") + + def _cross_set_preview(self, key: str, type_combo: QComboBox, size_combo: QComboBox) -> None: + widget = self._cross_previews.get(key) + if not widget: + return + stype = self._cross_map_section_type(type_combo.currentText()) + designation = size_combo.currentData() or size_combo.currentText() + # Match CrossBracingDetailsTab behavior: for double angles, don't show total envelope. + show_double_total = stype not in ("double_angle_long", "double_angle_short") + widget.set_section(stype, designation, show_double_total) + + def _update_cross_previews(self) -> None: + if not self.cross_design_combo: + return + + is_custom = self.cross_design_combo.currentText() == "Customized" + if not is_custom: + for widget in self._cross_previews.values(): + widget.set_section("", "") + return + + self._cross_set_preview( + "bracing", + self.cross_bracing_section_type_combo, + self.cross_bracing_section_combo, + ) + self._cross_set_preview( + "top", + self.cross_top_bracket_type_combo, + self.cross_top_bracket_size_combo, + ) + self._cross_set_preview( + "bottom", + self.cross_bottom_bracket_type_combo, + self.cross_bottom_bracket_size_combo, + ) + + def _apply_cross_custom_mode(self, is_custom: bool) -> None: + # Keep preview/diagram column visible even in Optimized mode. + if self.cross_right_column is not None: + self.cross_right_column.setVisible(True) + for widget in ( + self.cross_bracing_section_type_combo, + self.cross_bracing_section_combo, + self.cross_top_bracket_type_combo, + self.cross_top_bracket_size_combo, + self.cross_bottom_bracket_type_combo, + self.cross_bottom_bracket_size_combo, + ): + if widget is not None: + widget.setEnabled(is_custom) + + def _on_cross_design_changed(self, label: str) -> None: + is_custom = (label or "").strip() == "Customized" + self._apply_cross_custom_mode(is_custom) + self._update_cross_previews() + # ---- View builders ---- def _build_cross_bracing_view(self): view = self._create_card_frame() @@ -193,14 +1203,14 @@ def _build_cross_bracing_view(self): left_layout = QVBoxLayout(left_column) left_layout.setContentsMargins(0, 0, 0, 0) left_layout.setSpacing(6) - left_layout.addWidget(self._create_selection_box()) + left_layout.addWidget(self._create_selection_box("Cross Bracing")) inputs_box = self._create_inner_box() inputs_layout = QVBoxLayout(inputs_box) inputs_layout.setContentsMargins(12, 4, 12, 8) inputs_layout.setSpacing(6) title = self._create_heading_label("Section Inputs:") - title.setStyleSheet("font-size: 12px; font-weight: 600; color: #4b4b4b; border: none; margin-top: 0px; margin-bottom: 2px;") + title.setStyleSheet("font-size: 12px; font-weight: 700; color: #4b4b4b; border: none; margin-top: 0px; margin-bottom: 2px;") inputs_layout.addWidget(title) grid = QGridLayout() @@ -213,43 +1223,74 @@ def _build_cross_bracing_view(self): design_combo = QComboBox() design_combo.addItems(["Customized", "Optimized"]) + if design_combo.count() > 1: + design_combo.setCurrentIndex(1) # Default to Optimized + self._configure_combo_box(design_combo) apply_field_style(design_combo) row = self._add_grid_row(grid, 0, "Design:", design_combo) + self.cross_design_combo = design_combo type_selector = QComboBox() type_selector.addItems(VALUES_END_DIAPHRAGM_TYPE) type_selector.setCurrentText("Cross Bracing") + self._configure_combo_box(type_selector) apply_field_style(type_selector) row = self._add_grid_row(grid, row, "Type:", type_selector) bracing_combo = QComboBox() - bracing_combo.addItems(["K-Bracing", "X-Bracing", "Diagonal", "Horizontal"]) + # Keep consistent with the standalone Cross Bracing tab. + bracing_combo.addItems(["K-Bracing", "X-Bracing"]) + self._configure_combo_box(bracing_combo) apply_field_style(bracing_combo) row = self._add_grid_row(grid, row, "Type of Bracing:", bracing_combo) - - section_options = [ - "Double Angles", "Single Angle", "Channel", - "ISA 100 x 100 x 8", "ISA 110 x 110 x 10" + self.cross_bracing_type_combo = bracing_combo + + section_type_options = [ + "Angle", + "Double Angle (Long Leg)", + "Double Angle (Short Leg)", + "Channel", + "Double Channel", ] - bracing_section = QComboBox() - bracing_section.addItems(section_options) - apply_field_style(bracing_section) - row = self._add_grid_row(grid, row, "Bracing Section:", bracing_section) - - top_bracket = QComboBox() - top_bracket.addItems(section_options) - apply_field_style(top_bracket) - row = self._add_grid_row(grid, row, "Top Bracket Section:", top_bracket) - - bottom_bracket = QComboBox() - bottom_bracket.addItems(section_options) - apply_field_style(bottom_bracket) - row = self._add_grid_row(grid, row, "Bottom Bracket Section:", bottom_bracket) - - spacing_input = self._create_line_edit("Spacing (mm)") - spacing_input.setValidator(QDoubleValidator(0, 100000, 2)) - self._add_grid_row(grid, row, "Spacing:", spacing_input) + bracing_section_type = QComboBox() + bracing_section_type.addItems(section_type_options) + self._configure_combo_box(bracing_section_type) + apply_field_style(bracing_section_type) + row = self._add_grid_row(grid, row, "Bracing Section Type:", bracing_section_type) + self.cross_bracing_section_type_combo = bracing_section_type + + bracing_section_size = QComboBox() + self._configure_combo_box(bracing_section_size) + apply_field_style(bracing_section_size) + row = self._add_grid_row(grid, row, "Bracing Section:", bracing_section_size) + self.cross_bracing_section_combo = bracing_section_size + + top_bracket_type = QComboBox() + top_bracket_type.addItems(section_type_options) + self._configure_combo_box(top_bracket_type) + apply_field_style(top_bracket_type) + row = self._add_grid_row(grid, row, "Top Bracket Section:", top_bracket_type) + self.cross_top_bracket_type_combo = top_bracket_type + + top_bracket_size = QComboBox() + self._configure_combo_box(top_bracket_size) + apply_field_style(top_bracket_size) + row = self._add_grid_row(grid, row, "Top Bracket Size:", top_bracket_size) + self.cross_top_bracket_size_combo = top_bracket_size + + bottom_bracket_type = QComboBox() + bottom_bracket_type.addItems(section_type_options) + self._configure_combo_box(bottom_bracket_type) + apply_field_style(bottom_bracket_type) + row = self._add_grid_row(grid, row, "Bottom Bracket Section:", bottom_bracket_type) + self.cross_bottom_bracket_type_combo = bottom_bracket_type + + bottom_bracket_size = QComboBox() + self._configure_combo_box(bottom_bracket_size) + apply_field_style(bottom_bracket_size) + row = self._add_grid_row(grid, row, "Bottom Bracket Size:", bottom_bracket_size) + self.cross_bottom_bracket_size_combo = bottom_bracket_size inputs_layout.addLayout(grid) inputs_box.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) @@ -259,6 +1300,7 @@ def _build_cross_bracing_view(self): layout.addWidget(left_column) right_column = QWidget() + self.cross_right_column = right_column right_layout = QVBoxLayout(right_column) right_layout.setContentsMargins(0, 0, 0, 0) right_layout.setSpacing(10) @@ -272,7 +1314,7 @@ def _build_cross_bracing_view(self): type_layout.addWidget(self._create_image_placeholder("Bracing Layout", 170)) right_layout.addWidget(type_box) - for title in ["Bracing", "Top Bracket", "Bottom Bracket"]: + for key, title in [("bracing", "Bracing"), ("top", "Top Bracket"), ("bottom", "Bottom Bracket")]: preview_box = self._create_inner_box() preview_box.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) preview_layout = QVBoxLayout(preview_box) @@ -282,13 +1324,36 @@ def _build_cross_bracing_view(self): preview_heading = QLabel(title) preview_heading.setStyleSheet("font-size: 12px; font-weight: 700; color: #4b4b4b; border: none;") preview_layout.addWidget(preview_heading) - preview_layout.addWidget(self._create_image_placeholder("Preview", 110)) + widget = PlaceholderSectionPreviewWidget(title, 110) + preview_layout.addWidget(widget) + self._cross_previews[key] = widget right_layout.addWidget(preview_box) right_layout.addStretch() layout.addWidget(right_column) layout.setStretch(0, 3) layout.setStretch(1, 4) + + # Wire up dynamic designations + previews (same logic as CrossBracingDetailsTab). + design_combo.currentTextChanged.connect(self._on_cross_design_changed) + + bracing_section_type.currentTextChanged.connect( + lambda label: (self._cross_update_designations_for(bracing_section_size, label), self._update_cross_previews()) + ) + bracing_section_size.currentTextChanged.connect(self._update_cross_previews) + + top_bracket_type.currentTextChanged.connect( + lambda label: (self._cross_update_designations_for(top_bracket_size, label), self._update_cross_previews()) + ) + top_bracket_size.currentTextChanged.connect(self._update_cross_previews) + + bottom_bracket_type.currentTextChanged.connect( + lambda label: (self._cross_update_designations_for(bottom_bracket_size, label), self._update_cross_previews()) + ) + bottom_bracket_size.currentTextChanged.connect(self._update_cross_previews) + + self._cross_populate_designations() + self._on_cross_design_changed(design_combo.currentText()) return view, type_selector def _build_rolled_view(self): @@ -301,7 +1366,7 @@ def _build_rolled_view(self): left_layout = QVBoxLayout(left_column) left_layout.setContentsMargins(0, 0, 0, 0) left_layout.setSpacing(8) - left_layout.addWidget(self._create_selection_box()) + left_layout.addWidget(self._create_selection_box("Rolled Beam")) inputs_box = self._create_inner_box() inputs_layout = QVBoxLayout(inputs_box) @@ -321,22 +1386,27 @@ def _build_rolled_view(self): design_combo = QComboBox() design_combo.addItems(["Customized", "Optimized"]) + if design_combo.count() > 1: + design_combo.setCurrentIndex(1) # Default to Optimized + self.rolled_design_combo = design_combo + self._configure_combo_box(design_combo) apply_field_style(design_combo) row = self._add_grid_row(grid, 0, "Design:", design_combo) type_selector = QComboBox() type_selector.addItems(VALUES_END_DIAPHRAGM_TYPE) type_selector.setCurrentText("Rolled Beam") + self._configure_combo_box(type_selector) apply_field_style(type_selector) row = self._add_grid_row(grid, row, "Type:", type_selector) is_section_combo = QComboBox() - is_section_combo.addItems([ - "ISMB 500", "ISMB 550", "ISMB 600", - "ISWB 500", "ISWB 550", "ISWB 600" - ]) + self._configure_combo_box(is_section_combo) apply_field_style(is_section_combo) + self._populate_rolled_sections(is_section_combo) self._add_grid_row(grid, row, "IS Section:", is_section_combo) + self.rolled_is_section_combo = is_section_combo + self._rolled_inputs = [is_section_combo] inputs_layout.addLayout(grid) inputs_box.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) @@ -354,16 +1424,30 @@ def _build_rolled_view(self): image_layout = QVBoxLayout(image_box) image_layout.setContentsMargins(12, 8, 12, 10) image_layout.setSpacing(6) - image_layout.addWidget(self._create_heading_label("Dynamic Image")) - image_layout.addWidget(self._create_image_placeholder("Rolled Section", 170)) + + self._rolled_preview = RolledSectionPreview() + image_layout.addWidget(self._rolled_preview, 1) + + self._rolled_caption = QLabel("Select a rolled section") + self._rolled_caption.setAlignment(Qt.AlignCenter) + self._rolled_caption.setStyleSheet( + "QLabel { font-size: 12px; font-weight: 700; color: #1e1e1e; border: none; padding-top: 6px; }" + ) + image_layout.addWidget(self._rolled_caption) right_layout.addWidget(image_box) - props_box, _ = self._create_section_properties_box("Section Properties:") + props_box, props_inputs = self._create_section_properties_box("Section Properties:") + self._rolled_property_inputs = props_inputs props_box.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) right_layout.addWidget(props_box) right_layout.addStretch() layout.addWidget(right_column) + + design_combo.currentTextChanged.connect(self._on_rolled_design_changed) + is_section_combo.currentTextChanged.connect(self._update_rolled_preview_and_props) + self._update_rolled_preview_and_props() + self._on_rolled_design_changed(design_combo.currentText()) return view, type_selector def _build_welded_view(self): @@ -376,7 +1460,7 @@ def _build_welded_view(self): left_layout = QVBoxLayout(left_column) left_layout.setContentsMargins(0, 0, 0, 0) left_layout.setSpacing(8) - left_layout.addWidget(self._create_selection_box()) + left_layout.addWidget(self._create_selection_box("Welded Beam")) inputs_box = self._create_inner_box() inputs_layout = QVBoxLayout(inputs_box) @@ -394,46 +1478,122 @@ def _build_welded_view(self): design_combo = QComboBox() design_combo.addItems(["Customized", "Optimized"]) + if design_combo.count() > 1: + design_combo.setCurrentIndex(1) # Default to Optimized + self.welded_design_combo = design_combo + self._configure_combo_box(design_combo) apply_field_style(design_combo) row = self._add_grid_row(grid, 0, "Design:", design_combo) type_selector = QComboBox() type_selector.addItems(VALUES_END_DIAPHRAGM_TYPE) type_selector.setCurrentText("Welded Beam") + self._configure_combo_box(type_selector) apply_field_style(type_selector) row = self._add_grid_row(grid, row, "Type:", type_selector) symmetry_combo = QComboBox() symmetry_combo.addItems(["Girder Symmetric", "Girder Unsymmetric"]) + self._configure_combo_box(symmetry_combo) apply_field_style(symmetry_combo) row = self._add_grid_row(grid, row, "Symmetry:", symmetry_combo) total_depth = self._create_line_edit() + total_depth.setValidator(QDoubleValidator(0, 1_000_000, 3)) + try: + total_depth.setFixedWidth(int(getattr(self, "_combo_width", 190))) + total_depth.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + except Exception: + pass row = self._add_grid_row(grid, row, "Total Depth (mm):", total_depth) + self.welded_total_depth = total_depth web_thick_combo = QComboBox() - web_thick_combo.addItems(["All", "Custom"]) + web_thick_combo.addItems(VALUES_PROFILE_SCOPE if "VALUES_PROFILE_SCOPE" in globals() else ["All", "Custom"]) + self._configure_combo_box(web_thick_combo) apply_field_style(web_thick_combo) - row = self._add_grid_row(grid, row, "Web Thickness (mm):", web_thick_combo) + + web_thick_value = self._create_line_edit() + web_thick_value.setValidator(QDoubleValidator(0, 1_000_000, 3)) + try: + web_thick_value.setFixedWidth(78) + web_thick_value.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + except Exception: + pass + + web_thick_widget = self._create_mode_value_widget(web_thick_combo, web_thick_value) + row = self._add_grid_row(grid, row, "Web Thickness (mm):", web_thick_widget) + self.welded_web_thickness_combo = web_thick_combo + self.welded_web_thickness_value = web_thick_value top_width = self._create_line_edit() + top_width.setValidator(QDoubleValidator(0, 1_000_000, 3)) + try: + top_width.setFixedWidth(int(getattr(self, "_combo_width", 190))) + top_width.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + except Exception: + pass row = self._add_grid_row(grid, row, "Width of Top Flange (mm):", top_width) + self.welded_top_width = top_width top_thickness_combo = QComboBox() - top_thickness_combo.addItems(["All", "Custom"]) + top_thickness_combo.addItems(VALUES_PROFILE_SCOPE if "VALUES_PROFILE_SCOPE" in globals() else ["All", "Custom"]) + self._configure_combo_box(top_thickness_combo) apply_field_style(top_thickness_combo) - row = self._add_grid_row(grid, row, "Top Flange Thickness (mm):", top_thickness_combo) + + top_thickness_value = self._create_line_edit() + top_thickness_value.setValidator(QDoubleValidator(0, 1_000_000, 3)) + try: + top_thickness_value.setFixedWidth(78) + top_thickness_value.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + except Exception: + pass + + top_thickness_widget = self._create_mode_value_widget(top_thickness_combo, top_thickness_value) + row = self._add_grid_row(grid, row, "Top Flange Thickness (mm):", top_thickness_widget) + self.welded_top_thickness_combo = top_thickness_combo + self.welded_top_thickness_value = top_thickness_value bottom_width = self._create_line_edit() + bottom_width.setValidator(QDoubleValidator(0, 1_000_000, 3)) + try: + bottom_width.setFixedWidth(int(getattr(self, "_combo_width", 190))) + bottom_width.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + except Exception: + pass row = self._add_grid_row(grid, row, "Width of Bottom Flange (mm):", bottom_width) + self.welded_bottom_width = bottom_width bottom_thickness_combo = QComboBox() - bottom_thickness_combo.addItems(["All", "Custom"]) + bottom_thickness_combo.addItems(VALUES_PROFILE_SCOPE if "VALUES_PROFILE_SCOPE" in globals() else ["All", "Custom"]) + self._configure_combo_box(bottom_thickness_combo) apply_field_style(bottom_thickness_combo) - row = self._add_grid_row(grid, row, "Bottom Flange Thickness (mm):", bottom_thickness_combo) - bearing_thickness = self._create_line_edit() - self._add_grid_row(grid, row, "Bearing Stiffener Thickness (mm):", bearing_thickness) + bottom_thickness_value = self._create_line_edit() + bottom_thickness_value.setValidator(QDoubleValidator(0, 1_000_000, 3)) + try: + bottom_thickness_value.setFixedWidth(78) + bottom_thickness_value.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + except Exception: + pass + + bottom_thickness_widget = self._create_mode_value_widget(bottom_thickness_combo, bottom_thickness_value) + row = self._add_grid_row(grid, row, "Bottom Flange Thickness (mm):", bottom_thickness_widget) + self.welded_bottom_thickness_combo = bottom_thickness_combo + self.welded_bottom_thickness_value = bottom_thickness_value + + self._welded_inputs = [ + symmetry_combo, + total_depth, + web_thick_combo, + web_thick_value, + top_width, + top_thickness_combo, + top_thickness_value, + bottom_width, + bottom_thickness_combo, + bottom_thickness_value, + ] inputs_layout.addLayout(grid) inputs_box.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) @@ -451,16 +1611,37 @@ def _build_welded_view(self): image_layout = QVBoxLayout(image_box) image_layout.setContentsMargins(12, 8, 12, 10) image_layout.setSpacing(6) - image_layout.addWidget(self._create_heading_label("Dynamic Image")) - image_layout.addWidget(self._create_image_placeholder("Welded Section", 170)) + + self._welded_preview = RolledSectionPreview() + image_layout.addWidget(self._welded_preview, 1) + + self._welded_caption = QLabel("Enter welded inputs to preview") + self._welded_caption.setAlignment(Qt.AlignCenter) + self._welded_caption.setStyleSheet( + "QLabel { font-size: 12px; font-weight: 700; color: #1e1e1e; border: none; padding-top: 6px; }" + ) + image_layout.addWidget(self._welded_caption) right_layout.addWidget(image_box) - props_box, _ = self._create_section_properties_box("Section Properties:") + props_box, props_inputs = self._create_section_properties_box("Section Properties:") + self._welded_property_inputs = props_inputs props_box.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) right_layout.addWidget(props_box) right_layout.addStretch() layout.addWidget(right_column) + + design_combo.currentTextChanged.connect(self._on_welded_design_changed) + for watcher in (total_depth, top_width, bottom_width): + watcher.textChanged.connect(self._update_welded_preview_and_props) + for watcher in (web_thick_value, top_thickness_value, bottom_thickness_value): + watcher.textChanged.connect(self._update_welded_preview_and_props) + for combo in (web_thick_combo, top_thickness_combo, bottom_thickness_combo): + combo.currentTextChanged.connect(lambda _t: self._update_welded_thickness_value_enabled_state()) + combo.currentTextChanged.connect(self._update_welded_preview_and_props) + self._update_welded_preview_and_props() + self._on_welded_design_changed(design_combo.currentText()) + self._update_welded_thickness_value_enabled_state() return view, type_selector def _handle_type_selection(self, value): @@ -474,6 +1655,10 @@ def _set_current_type(self, target): return if self.current_type == target: return + + previous_type = self.current_type + previous_was_optimized = self._is_optimized(self._design_combo_for_type(previous_type)) + self.current_type = target index = self.view_order.index(target) self.type_stack.setCurrentIndex(index) @@ -481,3 +1666,59 @@ def _set_current_type(self, target): for selector in self.type_selectors: selector.setCurrentText(target) self.block_type_sync = False + + # If the user was in Optimized mode, keep Optimized when switching types. + if previous_was_optimized: + next_design_combo = self._design_combo_for_type(target) + if next_design_combo is not None: + next_design_combo.setCurrentText("Optimized") + + # Ensure enabled/disabled state matches the selected design for the active view. + if target == "Cross Bracing" and self.cross_design_combo is not None: + self._on_cross_design_changed(self.cross_design_combo.currentText()) + elif target == "Rolled Beam" and self.rolled_design_combo is not None: + self._on_rolled_design_changed(self.rolled_design_combo.currentText()) + elif target == "Welded Beam" and self.welded_design_combo is not None: + self._on_welded_design_changed(self.welded_design_combo.currentText()) + + # Refresh preview/properties for the active view. + if target == "Cross Bracing": + self._update_cross_previews() + elif target == "Rolled Beam": + self._update_rolled_preview_and_props() + elif target == "Welded Beam": + self._update_welded_preview_and_props() + + # ---- External API ----------------------------------------------------- + def reset_defaults(self) -> None: + """Reset End Diaphragm inputs (all views) back to initial/default state.""" + + # Clear per-selection persistence. + self._state_by_view_member_key.clear() + self._active_key_by_view.clear() + + # Reset selection combos to the first option across all views. + self._block_selection_sync = True + try: + for girders_combo, member_combo in (self._selection_by_view or {}).values(): + if girders_combo is not None and girders_combo.count() > 0: + girders_combo.setCurrentIndex(0) + if member_combo is not None and member_combo.count() > 0: + member_combo.setCurrentIndex(0) + finally: + self._block_selection_sync = False + + # Set the default type and ensure it doesn't try to preserve optimized + # state from a previous selection. + try: + self.current_type = None + self._set_current_type("Cross Bracing") + except Exception: + pass + + # Apply default view state for current selection. + try: + self._restore_all_views_for_current_selection() + except Exception: + pass + diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/girder_details_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/girder_details_tab.py index dc9943062..8185ab623 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/girder_details_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/girder_details_tab.py @@ -1,25 +1,299 @@ -"""Schema-driven Girder Details tab for member properties.""" +from __future__ import annotations +import math +import copy +import sqlite3 +from dataclasses import dataclass +from pathlib import Path +from typing import Dict, List, Optional + +from PySide6.QtCore import Qt +from PySide6.QtGui import QDoubleValidator, QColor, QPalette, QPen from PySide6.QtWidgets import ( - QWidget, QVBoxLayout, QHBoxLayout, QLabel, QLineEdit, - QComboBox, QScrollArea, QSizePolicy, QFrame, QGridLayout + QComboBox, + QFrame, + QGridLayout, + QHBoxLayout, + QHeaderView, + QLabel, + QLineEdit, + QMessageBox, + QPushButton, + QScrollArea, + QSizePolicy, + QStyledItemDelegate, + QStyle, + QStyleOptionViewItem, + QTableWidget, + QTableWidgetItem, + QVBoxLayout, + QWidget, ) -from PySide6.QtCore import Qt -from osdagbridge.core.bridge_types.plate_girder.ui_fields_additional_input import GIRDER_DETAILS_SCHEMA +from osdagbridge.core.utils.common import ( + VALUES_GIRDER_DESIGN_MODE, + VALUES_GIRDER_SPAN_MODE, + VALUES_GIRDER_SYMMETRY, + VALUES_GIRDER_TYPE, + VALUES_PROFILE_SCOPE, + VALUES_TORSIONAL_RESTRAINT, + VALUES_WARPING_RESTRAINT, + VALUES_WEB_TYPE, +) from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style +from osdagbridge.desktop.ui.utils.rolled_section_preview import RolledSectionPreview + + +DEFAULT_MEMBER_LENGTH_M = 30.0 +DEFAULT_DISTANCE_START_M = 0.0 +# Upper bound for girder-specific UI controls (dropdowns/tables). +# This is a UI safety cap; actual girder count is driven by the "No. of Girders" input. +MAX_GIRDER_COUNT = 20 + + +def _locate_database() -> Path: + current = Path(__file__).resolve() + for parent in current.parents: + candidate = parent / "core" / "data" / "ResourceFiles" / "Intg_osdag.sqlite" + if candidate.exists(): + return candidate + # Fall back to the repo-relative location even if it does not exist to avoid crashes. + return current.parents[1] / "core" / "data" / "ResourceFiles" / "Intg_osdag.sqlite" + + +DB_PATH = _locate_database() + + +@dataclass(frozen=True) +class BeamSection: + """Data container for rolled beam properties.""" + + designation: str + type_name: str + mass_per_meter_kg: float + area_cm2: float + depth_mm: float + flange_width_mm: float + web_thickness_mm: float + flange_thickness_mm: float + root_radius_mm: float + toe_radius_mm: float + moment_of_inertia_zz_cm4: float + moment_of_inertia_yy_cm4: float + radius_of_gyration_z_cm: float + radius_of_gyration_y_cm: float + elastic_section_modulus_z_cm3: float + elastic_section_modulus_y_cm3: float + plastic_section_modulus_z_cm3: float + plastic_section_modulus_y_cm3: float + torsion_constant_cm4: float + warping_constant_cm6: float + + +class GirderSectionCatalog: + """Loads rolled girder information from the bundled SQLite database.""" + + def __init__(self, db_path: Path = DB_PATH) -> None: + self.db_path = db_path + self._sections: Dict[str, BeamSection] = {} + self._outlines: Dict[str, dict] = {} + self._load() + + def _load(self) -> None: + if not self.db_path.exists(): + return + connection = sqlite3.connect(self.db_path) + cursor = connection.cursor() + try: + cursor.execute( + """ + SELECT + Designation, Type, Mass, Area, D, B, tw, T, + R1, R2, Iz, Iy, rz, ry, Zz, Zy, Zpz, Zpy, It, Iw + FROM Beams + """ + ) + for row in cursor.fetchall(): + ( + designation, + type_name, + mass, + area, + depth, + flange_width, + web_thickness, + flange_thickness, + r1, + r2, + iz, + iy, + rz, + ry, + zz, + zy, + zpz, + zpy, + it, + iw, + ) = row + section = BeamSection( + designation=str(designation).strip(), + type_name=str(type_name or "").strip(), + mass_per_meter_kg=float(mass or 0.0), + area_cm2=float(area or 0.0), + depth_mm=float(depth or 0.0), + flange_width_mm=float(flange_width or 0.0), + web_thickness_mm=float(web_thickness or 0.0), + flange_thickness_mm=float(flange_thickness or 0.0), + root_radius_mm=float(r1 or 0.0), + toe_radius_mm=float(r2 or 0.0), + moment_of_inertia_zz_cm4=float(iz or 0.0), + moment_of_inertia_yy_cm4=float(iy or 0.0), + radius_of_gyration_z_cm=float(rz or 0.0), + radius_of_gyration_y_cm=float(ry or 0.0), + elastic_section_modulus_z_cm3=float(zz or 0.0), + elastic_section_modulus_y_cm3=float(zy or 0.0), + plastic_section_modulus_z_cm3=float(zpz or 0.0), + plastic_section_modulus_y_cm3=float(zpy or 0.0), + torsion_constant_cm4=float(it or 0.0), + warping_constant_cm6=float(iw or 0.0), + ) + self._sections[section.designation] = section + self._outlines[section.designation] = { + "designation": section.designation, + "depth_mm": section.depth_mm, + "top_flange_width_mm": section.flange_width_mm, + "bottom_flange_width_mm": section.flange_width_mm, + "web_thickness_mm": section.web_thickness_mm, + "top_flange_thickness_mm": section.flange_thickness_mm, + "bottom_flange_thickness_mm": section.flange_thickness_mm, + } + finally: + connection.close() + + def list_available_sections(self) -> Dict[str, BeamSection]: + return dict(self._sections) + + def get_beam_profile(self, designation: str) -> Optional[BeamSection]: + if not designation: + return None + return self._sections.get(designation.strip()) + + def get_rolled_section(self, designation: str) -> Optional[dict]: + if not designation: + return None + return self._outlines.get(designation.strip()) + + +girder_properties = GirderSectionCatalog() + + +class _ReadOnlyCellDelegate(QStyledItemDelegate): + """Render read-only table cells in a muted gray, regardless of selection.""" + + _bg = QColor("#fafafa") + _text = QColor("#666666") + + def paint(self, painter, option, index): # noqa: N802 (Qt naming) + opt = QStyleOptionViewItem(option) + # Keep read-only cells gray even when the row is selected. + if opt.state & QStyle.State_Selected: + opt.state &= ~QStyle.State_Selected + opt.backgroundBrush = self._bg + opt.palette.setColor(QPalette.Base, self._bg) + opt.palette.setColor(QPalette.Text, self._text) + super().paint(painter, opt, index) + + +class _EndDistanceDelegate(QStyledItemDelegate): + """Make the End column feel editable (white) with a visible edit affordance.""" + + _bg = QColor("#ffffff") + _border = QColor("#c0c0c0") + + def paint(self, painter, option, index): # noqa: N802 (Qt naming) + # Keep End cells white even when the row is selected. + opt = QStyleOptionViewItem(option) + if opt.state & QStyle.State_Selected: + opt.state &= ~QStyle.State_Selected + + opt.backgroundBrush = self._bg + opt.palette.setColor(QPalette.Base, self._bg) + + super().paint(painter, opt, index) + + # Border indicates "editable". + painter.save() + pen = QPen(self._border) + pen.setWidth(1) + painter.setPen(pen) + painter.drawRoundedRect(opt.rect.adjusted(3, 3, -3, -3), 4, 4) + painter.restore() + + def createEditor(self, parent, option, index): # noqa: N802 (Qt naming) + editor = QLineEdit(parent) + editor.setAlignment(Qt.AlignCenter) + editor.setValidator(QDoubleValidator(0.0, 1e12, 3, editor)) + editor.setStyleSheet( + "QLineEdit { padding: 0px 4px; border: 2px solid #90AF13; border-radius: 4px; " + "background: #ffffff; color: #000000; selection-background-color: #90AF13; selection-color: #ffffff; }" + ) + return editor + + def setEditorData(self, editor, index): # noqa: N802 (Qt naming) + value = index.data() or "" + editor.setText(str(value)) + editor.selectAll() + + def setModelData(self, editor, model, index): # noqa: N802 (Qt naming) + model.setData(index, editor.text()) class GirderDetailsTab(QWidget): - """Tab for Girder Details using the schema definition.""" + """Tab for Girder Details styled to match the provided reference.""" def __init__(self, parent=None): super().__init__(parent) self.welded_rows = [] self.rolled_rows = [] + self.symmetry_row = [] + self.web_type_row = [] self.section_property_inputs = {} - self.girder_count = 2 - self.widgets = {} + # Segment chain is stored per girder: + # { 'G1': [ {'id': 'G1M1', 'start': 0.0, 'end': 30.0}, ... ], 'G2': [...] } + self.segment_chain: Dict[str, List[Dict[str, float]]] = {} + self._suppress_distance_updates = False + self._suppress_member_state_updates = False + # Always expose up to MAX_GIRDER_COUNT main girders in the UI. + self.available_girders = [f"G{i}" for i in range(1, MAX_GIRDER_COUNT + 1)] + self._girder_combo_connected = False + + # Master-Detail UI state + self._current_girder: str = self.available_girders[0] if self.available_girders else "G1" + self._current_segment_index: int = 0 + + # Per-member (Member ID) persistence + dirty tracking. + # {"G1": {"G1M1": {"inputs": {...}}}} + self._member_state: Dict[str, Dict[str, dict]] = {} + self._dirty_members: set[tuple[str, str]] = set() + self._last_member_combo_index: int = 0 + # Template state used when a member is first visited. + self._default_member_state: Optional[dict] = None + # Section Inputs widgets are built later than the overview card. Avoid + # applying/storing per-member UI state before they exist. + self._section_inputs_built: bool = False + + # Segment Manager widgets (right column) + self.girder_dropdown: Optional[QComboBox] = None + self.segment_table: Optional[QTableWidget] = None + self.split_add_button: Optional[QPushButton] = None + self.split_remove_button: Optional[QPushButton] = None + + # Segment Details widgets (left column) + self.segment_length_input: Optional[QLineEdit] = None + + # Section Inputs widgets + self.member_id_combo: Optional[QComboBox] = None self.init_ui() def init_ui(self): @@ -43,67 +317,876 @@ def init_ui(self): content_layout.setSpacing(12) content_layout.addWidget(self._build_overview_card()) - content_layout.addWidget(self._build_section_card()) + # content_layout.addWidget(self._build_section_card()) content_layout.addStretch() def _build_overview_card(self): card = self._create_card_frame() - layout = QGridLayout(card) - layout.setContentsMargins(18, 16, 18, 16) - layout.setHorizontalSpacing(20) - layout.setVerticalSpacing(12) - - row = 0 - for field_def in GIRDER_DETAILS_SCHEMA["overview"]: - label = self._create_label(field_def["label"]) - widget = self._create_field(field_def) - if field_def.get("id") == "span": - layout.addWidget(label, row, 2) - layout.addWidget(widget, row, 3) - else: - layout.addWidget(label, row, 0) - layout.addWidget(widget, row, 1) - row += 1 - - self.member_id_input = QLineEdit("G1-1") - apply_field_style(self.member_id_input) - self._set_field_width(self.member_id_input) + outer = QGridLayout(card) + outer.setContentsMargins(18, 16, 18, 16) + outer.setHorizontalSpacing(16) + outer.setVerticalSpacing(16) + + def _cad_placeholder(label: str) -> QFrame: + frame = QFrame() + frame.setFixedHeight(160) + frame.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) + frame.setStyleSheet( + "QFrame { border: 2px dashed #b7b7b7; border-radius: 8px; background: #ffffff; }" + ) + layout = QVBoxLayout(frame) + layout.setContentsMargins(10, 10, 10, 10) + layout.setSpacing(0) + text = QLabel(label) + text.setAlignment(Qt.AlignCenter) + text.setStyleSheet("font-size: 12px; font-weight: 700; color: #6f6f6f;") + layout.addWidget(text) + return frame + + # LEFT: Select Girder + Total Span (matches reference layout) + left_panel = self._create_inner_box() + left_panel.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Preferred) + left_layout = QVBoxLayout(left_panel) + left_layout.setContentsMargins(12, 10, 12, 10) + left_layout.setSpacing(10) + + # Placeholder area for CAD diagram (left) + left_layout.addWidget(_cad_placeholder("CAD Diagram Placeholder")) + + details_box = QWidget() + details_layout = QGridLayout(details_box) + details_layout.setContentsMargins(0, 0, 0, 0) + details_layout.setHorizontalSpacing(16) + details_layout.setVerticalSpacing(10) + details_layout.setColumnMinimumWidth(0, 160) + details_layout.setColumnStretch(0, 0) + details_layout.setColumnStretch(1, 1) + + # Keep span mode internally (for existing behavior) but hide it to match the reference UI. + self.span_combo = QComboBox() + self.span_combo.addItems(VALUES_GIRDER_SPAN_MODE) + apply_field_style(self.span_combo) + self._set_field_width(self.span_combo) + self.span_combo.currentTextChanged.connect(self._on_span_changed) + span_label = self._create_label("Span:") + span_label.setVisible(False) + self.span_combo.setVisible(False) + details_layout.addWidget(span_label, 0, 0, Qt.AlignLeft | Qt.AlignVCenter) + details_layout.addWidget(self.span_combo, 0, 1) + + details_layout.addWidget(self._create_label("Select Girder:"), 1, 0, Qt.AlignLeft | Qt.AlignVCenter) + self.girder_dropdown = QComboBox() + # Display-friendly names while keeping stable internal IDs. + for girder in self.available_girders: + label = f"Girder {girder[1:]}" if girder.startswith("G") and girder[1:].isdigit() else girder + self.girder_dropdown.addItem(label, girder) + apply_field_style(self.girder_dropdown) + self._set_field_width(self.girder_dropdown) + self.girder_dropdown.currentIndexChanged.connect(lambda _idx: self._on_girder_changed(self.girder_dropdown.currentData())) + details_layout.addWidget(self.girder_dropdown, 1, 1) self.length_input = QLineEdit("30") apply_field_style(self.length_input) self._set_field_width(self.length_input) + self.length_input.setReadOnly(False) + self.length_input.textChanged.connect(self._on_length_changed) + details_layout.addWidget(self._create_label("Total Span (m):"), 2, 0, Qt.AlignLeft | Qt.AlignVCenter) + details_layout.addWidget(self.length_input, 2, 1) - layout.addWidget(self._create_label("Member ID:"), row, 0) - layout.addWidget(self.member_id_input, row, 1) - layout.addWidget(self._create_label("Length (m):"), row, 2) - layout.addWidget(self.length_input, row, 3) - row += 1 + # Hidden legacy fields: still used by existing split/ripple logic. + self.member_id_input = QLineEdit() + apply_field_style(self.member_id_input) + self.member_id_input.setReadOnly(True) + self.member_id_input.setVisible(False) self.distance_start_input = QLineEdit("0") - self.distance_end_input = QLineEdit("30") apply_field_style(self.distance_start_input) + self.distance_start_input.setReadOnly(True) + self.distance_start_input.setVisible(False) + + self.distance_end_input = QLineEdit("30") apply_field_style(self.distance_end_input) - self._set_field_width(self.distance_start_input, 80) - self._set_field_width(self.distance_end_input, 80) + self.distance_end_input.editingFinished.connect(self._on_distance_end_changed) + self.distance_end_input.setVisible(False) + + self.segment_length_input = QLineEdit("30") + apply_field_style(self.segment_length_input) + self.segment_length_input.setReadOnly(True) + self.segment_length_input.setVisible(False) + + details_layout.addWidget(self.member_id_input, 3, 0, 1, 2) + details_layout.addWidget(self.distance_start_input, 4, 0, 1, 2) + details_layout.addWidget(self.distance_end_input, 5, 0, 1, 2) + details_layout.addWidget(self.segment_length_input, 6, 0, 1, 2) + + left_layout.addWidget(details_box) + left_layout.addStretch(1) + + # RIGHT: Member segments table + add/remove buttons (matches reference layout) + manager_box = self._create_inner_box() + manager_box.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Preferred) + manager_layout = QVBoxLayout(manager_box) + manager_layout.setContentsMargins(12, 10, 12, 10) + manager_layout.setSpacing(10) + + # Placeholder area for CAD diagram (right) + manager_layout.addWidget(_cad_placeholder("CAD Diagram Placeholder")) + + table_row = QWidget() + table_row_layout = QHBoxLayout(table_row) + table_row_layout.setContentsMargins(0, 0, 0, 0) + table_row_layout.setSpacing(10) + + self.segment_table = QTableWidget(0, 4) + self.segment_table.setHorizontalHeaderLabels(["Member ID", "Start (m)", "End (m)", "Length (m)"]) + self.segment_table.horizontalHeader().setVisible(True) + self.segment_table.verticalHeader().setVisible(False) + self.segment_table.horizontalHeader().setSectionResizeMode(QHeaderView.Stretch) + self.segment_table.horizontalHeader().setMinimumHeight(34) + self.segment_table.verticalHeader().setDefaultSectionSize(34) + self.segment_table.verticalHeader().setMinimumSectionSize(28) + self.segment_table.setVerticalScrollBarPolicy(Qt.ScrollBarAsNeeded) + self.segment_table.setShowGrid(True) + self.segment_table.setGridStyle(Qt.SolidLine) + self.segment_table.setAlternatingRowColors(True) + self.segment_table.setSelectionBehavior(QTableWidget.SelectRows) + self.segment_table.setSelectionMode(QTableWidget.SingleSelection) + # Allow editing End values (used for split/ripple), other columns remain read-only by item flags. + self.segment_table.setEditTriggers(QTableWidget.DoubleClicked | QTableWidget.SelectedClicked | QTableWidget.EditKeyPressed) + # Show only ~2 rows; scroll for additional rows. + _row_h = int(self.segment_table.verticalHeader().defaultSectionSize() or 34) + _hdr_h = 34 + self.segment_table.setFixedHeight(_hdr_h + (2 * _row_h) + 10) + self.segment_table.setStyleSheet( + "QTableWidget { background: #ffffff; border: 1px solid #d6d6d6; border-radius: 6px; gridline-color: #d0d0d0; }" + "QTableWidget::item { color: #1f1f1f; padding: 6px; }" + "QTableWidget::item:selected { background: #e8f0c9; color: #1a1a1a; }" + "QTableWidget::item:focus { outline: none; }" + "QTableWidget QLineEdit { background: #ffffff; color: #000000; }" + "QHeaderView::section { background: #f3f3f3; color: #2b2b2b; font-weight: 700; border: 1px solid #d0d0d0; padding: 6px; }" + "QTableCornerButton::section { background: #f3f3f3; border: 1px solid #d0d0d0; }" + ) + ro_delegate = _ReadOnlyCellDelegate(self.segment_table) + self.segment_table.setItemDelegateForColumn(0, ro_delegate) + self.segment_table.setItemDelegateForColumn(1, ro_delegate) + self.segment_table.setItemDelegateForColumn(3, ro_delegate) + self.segment_table.setItemDelegateForColumn(2, _EndDistanceDelegate(self.segment_table)) + self.segment_table.currentCellChanged.connect(self._on_segment_row_changed) + # Single-click editing for End column (better UX) while keeping row selection. + self.segment_table.cellClicked.connect(self._on_segment_cell_clicked) + self.segment_table.itemChanged.connect(self._on_segment_table_item_changed) + table_row_layout.addWidget(self.segment_table, 1) + + buttons_col = QWidget() + buttons_layout = QVBoxLayout(buttons_col) + buttons_layout.setContentsMargins(0, 0, 0, 0) + buttons_layout.setSpacing(8) + + self.split_add_button = QPushButton("+") + self.split_add_button.setFixedSize(36, 36) + self.split_add_button.setStyleSheet( + "QPushButton { background-color: #90AF13; color: #111111; border: 1px solid #6f850f; border-radius: 6px; padding: 0px; font-weight: 900; font-size: 22px; }" + "QPushButton:hover { background-color: #7a9410; }" + "QPushButton:pressed { background-color: #6a840d; }" + ) + self.split_add_button.setToolTip("Add/Split member segment") + self.split_add_button.clicked.connect(self._on_split_add_clicked) + + self.split_remove_button = QPushButton("X") + self.split_remove_button.setFixedSize(36, 36) + self.split_remove_button.setStyleSheet( + "QPushButton { background-color: #c72626; color: #ffffff; border: 1px solid #8f1c1c; border-radius: 6px; padding: 0px; font-weight: 900; font-size: 16px; }" + "QPushButton:hover { background-color: #ae1f1f; }" + "QPushButton:pressed { background-color: #991a1a; }" + ) + self.split_remove_button.setToolTip("Remove selected segment") + self.split_remove_button.clicked.connect(self._on_remove_segment_clicked) + + buttons_layout.addWidget(self.split_add_button) + buttons_layout.addWidget(self.split_remove_button) + buttons_layout.addStretch(1) + table_row_layout.addWidget(buttons_col, 0) + + manager_layout.addWidget(table_row) + + # Remove local add to layout, we will build the grid at the end + # outer.addWidget(left_panel, 1) + # outer.addWidget(manager_box, 1) + + # Initialize segment chain and UI selections + self._initialize_segment_chain_if_needed() + # Default to an editable span (Custom) while keeping legacy span-mode support. + if self.span_combo.findText("Custom") >= 0: + self.span_combo.setCurrentText("Custom") + self._on_span_changed(self.span_combo.currentText()) + self._on_girder_changed(self._current_girder) + + outer.addWidget(left_panel, 0, 0) + outer.addWidget(manager_box, 0, 1) + + # Build Section Properties (Inputs + Preview) inline with the grid layout + # for perfect vertical alignment of left/right columns. + section_container = self._build_section_card() + # Extract the two main widgets from the section container to place them directly + # into the main grid layout so they align with the columns above. + + # NOTE: _build_section_card returns a container with a QHBoxLayout containing + # left_column and right_column widgets. We extract them here. + section_layout = section_container.layout() + if section_layout and section_layout.count() >= 2: + left_col_widget = section_layout.itemAt(0).widget() + right_col_widget = section_layout.itemAt(1).widget() + + # Re-parent them to the main card just in case, though adding to layout handles it. + outer.addWidget(left_col_widget, 1, 0) + outer.addWidget(right_col_widget, 1, 1) + + # Set column stretch to match left/right panels (equal width usually) + outer.setColumnStretch(0, 1) + outer.setColumnStretch(1, 1) - layout.addWidget(self._create_label("Distance from left edge (m):"), row, 0) - layout.addLayout(self._build_distance_row(), row, 1) + return card - layout.addWidget(self._create_label("Member:"), row, 2) - member_combo = self._create_member_combo() - layout.addWidget(member_combo, row, 3) + # ===== Master-Detail / Segment Chain helpers ===== - return card + @staticmethod + def _make_segment_id(girder: str, index: int) -> str: + """Format a segment/member ID as G1M1, G1M2, ...""" + return f"{girder}M{int(index)}" - def _build_distance_row(self): - row = QHBoxLayout() - row.setContentsMargins(0, 0, 0, 0) - row.setSpacing(8) - row.addWidget(self._create_small_label("Start")) - row.addWidget(self.distance_start_input) - row.addWidget(self._create_small_label("End")) - row.addWidget(self.distance_end_input) - return row + def _migrate_member_state_key(self, girder: str, old_id: str, new_id: str) -> None: + if not old_id or not new_id or old_id == new_id: + return + if girder in self._member_state and old_id in self._member_state[girder] and new_id not in self._member_state[girder]: + self._member_state[girder][new_id] = self._member_state[girder].pop(old_id) + if (girder, old_id) in self._dirty_members and (girder, new_id) not in self._dirty_members: + self._dirty_members.discard((girder, old_id)) + self._dirty_members.add((girder, new_id)) + + def _initialize_segment_chain_if_needed(self) -> None: + """Ensure each available girder has at least one segment spanning the total span.""" + total_span = self._get_total_span() or DEFAULT_MEMBER_LENGTH_M + if not self.segment_chain: + for girder in self.available_girders: + self.segment_chain[girder] = [ + {"id": self._make_segment_id(girder, 1), "start": 0.0, "end": float(total_span)}, + ] + + def _ensure_girder_segments(self, girder: str) -> List[Dict[str, float]]: + total_span = self._get_total_span() or DEFAULT_MEMBER_LENGTH_M + segments = self.segment_chain.get(girder) + if not segments: + segments = [{"id": self._make_segment_id(girder, 1), "start": 0.0, "end": float(total_span)}] + self.segment_chain[girder] = segments + + # Normalize ids to the requested GxMy format, migrating any stored member-state. + for i, seg in enumerate(segments, start=1): + desired = self._make_segment_id(girder, i) + existing = str(seg.get("id") or "").strip() + if not existing: + seg["id"] = desired + continue + # Migrate legacy pattern like "G1-2" -> "G1M2". + base, idx = self._split_member_id(existing) + if base == girder and isinstance(idx, int) and idx >= 1: + new_id = self._make_segment_id(girder, idx) + if existing != new_id: + self._migrate_member_state_key(girder, existing, new_id) + seg["id"] = new_id + else: + # If it doesn't match either format, leave it as-is. + pass + + # Normalize starts to always equal previous end, and last end to total span. + segments[0]["start"] = 0.0 + for i in range(1, len(segments)): + segments[i]["start"] = float(segments[i - 1].get("end", 0.0)) + # Do NOT force the current last segment to end at total span here. + # End-at-span is enforced by the split logic (creating a fill segment), + # and by total span changes. + if "end" not in segments[-1] or segments[-1]["end"] is None: + segments[-1]["end"] = float(total_span) + return segments + + @staticmethod + def _fmt_m(value: float) -> str: + text = f"{value:.3f}".rstrip("0").rstrip(".") + return text if text else "0" + + def _refresh_segment_list(self, girder: str) -> None: + if not self.segment_table: + return + segments = self._ensure_girder_segments(girder) + self.segment_table.blockSignals(True) + try: + self.segment_table.setRowCount(len(segments)) + for row, seg in enumerate(segments): + start = float(seg.get("start", 0.0)) + end = float(seg.get("end", 0.0)) + length = max(0.0, end - start) + + # Member ID + id_item = QTableWidgetItem(str(seg.get("id", ""))) + id_item.setTextAlignment(Qt.AlignCenter) + id_item.setFlags(id_item.flags() & ~Qt.ItemIsEditable) + id_item.setToolTip("Read-only") + self.segment_table.setItem(row, 0, id_item) + + start_item = QTableWidgetItem(self._fmt_m(start)) + start_item.setTextAlignment(Qt.AlignCenter) + start_item.setFlags(start_item.flags() & ~Qt.ItemIsEditable) + start_item.setToolTip("Read-only") + self.segment_table.setItem(row, 1, start_item) + + end_item = QTableWidgetItem(self._fmt_m(end)) + end_item.setTextAlignment(Qt.AlignCenter) + end_item.setToolTip("Editable") + self.segment_table.setItem(row, 2, end_item) + + length_item = QTableWidgetItem(self._fmt_m(length)) + length_item.setTextAlignment(Qt.AlignCenter) + length_item.setFlags(length_item.flags() & ~Qt.ItemIsEditable) + length_item.setToolTip("Read-only") + self.segment_table.setItem(row, 3, length_item) + finally: + self.segment_table.blockSignals(False) + + self._sync_remove_button_visibility() + + def _sync_remove_button_visibility(self) -> None: + """Hide X when only one segment exists (must always keep at least one).""" + if not self.split_remove_button: + return + segments = self._ensure_girder_segments(self._current_girder) + show_remove = len(segments) > 1 + self.split_remove_button.setVisible(show_remove) + self.split_remove_button.setEnabled(show_remove) + + self._refresh_member_id_combo() + + # ===== Member (Member ID) state + dirty tracking ===== + + def _current_member_key(self) -> tuple[str, str]: + segments = self._ensure_girder_segments(self._current_girder) + if not segments: + return (self._current_girder, f"{self._current_girder}-1") + idx = max(0, min(self._current_segment_index, len(segments) - 1)) + seg_id = str(segments[idx].get("id", f"{self._current_girder}-{idx + 1}")) + return (self._current_girder, seg_id) + + def _ensure_member_state_initialized(self) -> None: + """Ensure current member has an initial stored state.""" + girder, member_id = self._current_member_key() + if girder not in self._member_state: + self._member_state[girder] = {} + if member_id not in self._member_state[girder]: + # IMPORTANT: don't capture the *current* UI here because it may still + # reflect the previously selected member. Use a stable template. + if self._default_member_state is not None: + self._member_state[girder][member_id] = copy.deepcopy(self._default_member_state) + else: + self._member_state[girder][member_id] = self._capture_member_state() + + def _mark_current_member_dirty(self) -> None: + if self._suppress_member_state_updates: + return + girder, member_id = self._current_member_key() + self._dirty_members.add((girder, member_id)) + + def _is_current_member_dirty(self) -> bool: + return self._current_member_key() in self._dirty_members + + def _commit_current_member_state(self) -> None: + girder, member_id = self._current_member_key() + if girder not in self._member_state: + self._member_state[girder] = {} + self._member_state[girder][member_id] = self._capture_member_state() + self._dirty_members.discard((girder, member_id)) + + def _capture_member_state(self) -> dict: + """Capture Section Inputs for the current member (properties are derived).""" + return { + "inputs": { + "design": self.design_combo.currentText() if hasattr(self, "design_combo") else "", + "type": self.type_combo.currentText() if hasattr(self, "type_combo") else "", + "symmetry": self.symmetry_combo.currentText() if hasattr(self, "symmetry_combo") else "", + "total_depth": self.total_depth_input.text() if hasattr(self, "total_depth_input") else "", + "top_width": self.top_width_input.text() if hasattr(self, "top_width_input") else "", + "bottom_width": self.bottom_width_input.text() if hasattr(self, "bottom_width_input") else "", + "web_thickness": self.web_thickness_combo.currentText() if hasattr(self, "web_thickness_combo") else "", + "top_thickness": self.top_thickness_combo.currentText() if hasattr(self, "top_thickness_combo") else "", + "bottom_thickness": self.bottom_thickness_combo.currentText() if hasattr(self, "bottom_thickness_combo") else "", + "web_thickness_value": self.web_thickness_value_input.text() if hasattr(self, "web_thickness_value_input") else "", + "top_thickness_value": self.top_thickness_value_input.text() if hasattr(self, "top_thickness_value_input") else "", + "bottom_thickness_value": self.bottom_thickness_value_input.text() if hasattr(self, "bottom_thickness_value_input") else "", + "is_section": self.is_section_combo.currentText() if hasattr(self, "is_section_combo") else "", + "torsion": self.torsion_combo.currentText() if hasattr(self, "torsion_combo") else "", + "warping": self.warping_combo.currentText() if hasattr(self, "warping_combo") else "", + "web_type": self.web_type_combo.currentText() if hasattr(self, "web_type_combo") else "", + } + } + + def _apply_member_state(self, state: dict) -> None: + # During early init, the overview card triggers segment selection before + # Section Inputs widgets are created. + if not getattr(self, "_section_inputs_built", False): + return + inputs = (state or {}).get("inputs", {}) + self._suppress_member_state_updates = True + try: + if inputs.get("design"): + self.design_combo.setCurrentText(inputs["design"]) + if inputs.get("type"): + self.type_combo.setCurrentText(inputs["type"]) + if inputs.get("symmetry"): + self.symmetry_combo.setCurrentText(inputs["symmetry"]) + + self.total_depth_input.setText(inputs.get("total_depth", "")) + self.top_width_input.setText(inputs.get("top_width", "")) + self.bottom_width_input.setText(inputs.get("bottom_width", "")) + + if inputs.get("web_thickness"): + self.web_thickness_combo.setCurrentText(inputs["web_thickness"]) + if inputs.get("top_thickness"): + self.top_thickness_combo.setCurrentText(inputs["top_thickness"]) + if inputs.get("bottom_thickness"): + self.bottom_thickness_combo.setCurrentText(inputs["bottom_thickness"]) + + self.web_thickness_value_input.setText(inputs.get("web_thickness_value", "")) + self.top_thickness_value_input.setText(inputs.get("top_thickness_value", "")) + self.bottom_thickness_value_input.setText(inputs.get("bottom_thickness_value", "")) + + if inputs.get("is_section"): + self.is_section_combo.setCurrentText(inputs["is_section"]) + if inputs.get("torsion"): + self.torsion_combo.setCurrentText(inputs["torsion"]) + if inputs.get("warping"): + self.warping_combo.setCurrentText(inputs["warping"]) + if inputs.get("web_type"): + self.web_type_combo.setCurrentText(inputs["web_type"]) + finally: + self._suppress_member_state_updates = False + + self._update_thickness_value_enabled_state() + self._update_preview() + + def _wire_member_dirty_tracking(self) -> None: + """Mark current member dirty when Section Inputs change.""" + def connect_combo(combo: QComboBox) -> None: + combo.currentTextChanged.connect(lambda _t: self._mark_current_member_dirty()) + + def connect_line(line: QLineEdit) -> None: + line.textChanged.connect(lambda _t: self._mark_current_member_dirty()) + + connect_combo(self.design_combo) + connect_combo(self.type_combo) + connect_combo(self.symmetry_combo) + connect_combo(self.web_thickness_combo) + connect_combo(self.top_thickness_combo) + connect_combo(self.bottom_thickness_combo) + connect_combo(self.is_section_combo) + connect_combo(self.torsion_combo) + connect_combo(self.warping_combo) + connect_combo(self.web_type_combo) + + connect_line(self.total_depth_input) + connect_line(self.top_width_input) + connect_line(self.bottom_width_input) + connect_line(self.web_thickness_value_input) + connect_line(self.top_thickness_value_input) + connect_line(self.bottom_thickness_value_input) + + def _confirm_switch_if_dirty(self) -> str: + """Return 'save'|'discard'|'cancel' before switching member.""" + if not self._is_current_member_dirty(): + return "discard" + _, member_id = self._current_member_key() + box = QMessageBox(self) + box.setIcon(QMessageBox.Warning) + box.setWindowTitle("Unsaved Changes") + box.setText(f"You have unsaved changes for {member_id}. Save before switching?") + box.setStandardButtons(QMessageBox.Save | QMessageBox.Discard | QMessageBox.Cancel) + box.setDefaultButton(QMessageBox.Save) + result = box.exec() + if result == QMessageBox.Save: + return "save" + if result == QMessageBox.Discard: + self._dirty_members.discard(self._current_member_key()) + return "discard" + return "cancel" + + def _refresh_member_id_combo(self) -> None: + """Keep the Member ID dropdown in sync with the current girder's segments.""" + if not self.member_id_combo: + return + segments = self._ensure_girder_segments(self._current_girder) + block = self.member_id_combo.blockSignals(True) + try: + current_index = self._current_segment_index + self.member_id_combo.clear() + for seg in segments: + seg_id = str(seg.get("id", "")) + self.member_id_combo.addItem(seg_id, seg_id) + if self.member_id_combo.count(): + self.member_id_combo.setCurrentIndex(max(0, min(current_index, self.member_id_combo.count() - 1))) + self._last_member_combo_index = self.member_id_combo.currentIndex() + finally: + self.member_id_combo.blockSignals(block) + + def _on_member_id_combo_changed(self, index: int) -> None: + if index is None or index < 0: + return + # Prompt if user is leaving a dirty member without saving. + if int(index) != int(self._current_segment_index): + decision = self._confirm_switch_if_dirty() + if decision == "cancel": + prev = self.member_id_combo.blockSignals(True) + try: + self.member_id_combo.setCurrentIndex(self._last_member_combo_index) + finally: + self.member_id_combo.blockSignals(prev) + return + if decision == "save": + self._commit_current_member_state() + # Confirm member-level save immediately (requested UX). + try: + QMessageBox.information(self, "Saved", "Member inputs saved successfully.") + except Exception: + pass + + self._select_segment_index(int(index)) + self._last_member_combo_index = int(index) + + def _on_segment_table_item_changed(self, item: QTableWidgetItem) -> None: + """Bridge UI edits (End column) into the existing split/ripple logic.""" + if not item or self._suppress_distance_updates: + return + # Only respond to End column edits. + if item.column() != 2: + return + + row = item.row() + if row is None or row < 0: + return + + # Select row so downstream logic uses correct current segment index. + self._current_segment_index = int(row) + if self.distance_end_input is None: + return + + self.distance_end_input.setText(item.text()) + self._on_distance_end_changed() + + def _on_segment_cell_clicked(self, row: int, column: int) -> None: + """Start editing End (m) on single click.""" + if not self.segment_table: + return + if row is None or row < 0: + return + if column != 2: + return + item = self.segment_table.item(row, column) + if item is None: + return + # Ensure the correct row is selected and open the editor immediately. + self.segment_table.setCurrentCell(row, column) + self.segment_table.editItem(item) + + def _on_remove_segment_clicked(self) -> None: + """Remove the selected segment (keeps at least one segment).""" + girder = self._current_girder + segments = self._ensure_girder_segments(girder) + if not segments: + return + if len(segments) == 1: + return + + idx = self._current_segment_index + idx = max(0, min(int(idx), len(segments) - 1)) + segments.pop(idx) + + # Renormalize starts, enforce last end == total span, and re-id sequentially. + total_span = float(self._get_total_span() or DEFAULT_MEMBER_LENGTH_M) + segments[0]["start"] = 0.0 + for i in range(1, len(segments)): + segments[i]["start"] = float(segments[i - 1].get("end", 0.0)) + segments[-1]["end"] = float(total_span) + for i, seg in enumerate(segments, start=1): + old_id = str(seg.get("id") or "").strip() + new_id = self._make_segment_id(girder, i) + if old_id and old_id != new_id: + self._migrate_member_state_key(girder, old_id, new_id) + seg["id"] = new_id + self.segment_chain[girder] = segments + + self._refresh_segment_list(girder) + self._select_segment_index(min(idx, len(segments) - 1)) + + def _select_segment_index(self, index: int) -> None: + segments = self._ensure_girder_segments(self._current_girder) + if not segments: + return + index = max(0, min(index, len(segments) - 1)) + self._current_segment_index = index + if self.segment_table and self.segment_table.rowCount() > index: + self.segment_table.blockSignals(True) + try: + self.segment_table.setCurrentCell(index, 0) + finally: + self.segment_table.blockSignals(False) + self._load_segment_details(self._current_girder, index) + + # Keep Member ID combo selection aligned without triggering confirmation loops. + if self.member_id_combo and self.member_id_combo.currentIndex() != index: + prev = self.member_id_combo.blockSignals(True) + try: + self.member_id_combo.setCurrentIndex(index) + finally: + self.member_id_combo.blockSignals(prev) + self._last_member_combo_index = index + + # Load per-member Section Inputs for the selected Member ID. + if getattr(self, "_section_inputs_built", False): + self._ensure_member_state_initialized() + girder, member_id = self._current_member_key() + stored = self._member_state.get(girder, {}).get(member_id) + if stored: + self._apply_member_state(stored) + + def _load_segment_details(self, girder: str, index: int) -> None: + segments = self._ensure_girder_segments(girder) + if not segments: + return + index = max(0, min(index, len(segments) - 1)) + seg = segments[index] + start = float(seg.get("start", 0.0)) + end = float(seg.get("end", 0.0)) + length = max(0.0, end - start) + + self._suppress_distance_updates = True + try: + self.member_id_input.setText(seg["id"]) + self.distance_start_input.setText(self._fmt_m(start)) + self.distance_end_input.setText(self._fmt_m(end)) + if self.segment_length_input: + self.segment_length_input.setText(self._fmt_m(length)) + finally: + self._suppress_distance_updates = False + + def _on_girder_changed(self, girder: str) -> None: + if not girder: + return + + girder = str(girder).strip() + if not girder or girder == getattr(self, "_current_girder", ""): + return + + # If user is leaving a dirty member, confirm save/discard/cancel. + # This mirrors Member ID switching behavior and ensures dependent tabs + # (e.g., Stiffener Details) see the correct per-member design mode. + if self._is_current_member_dirty(): + decision = self._confirm_switch_if_dirty() + if decision == "cancel": + # Revert the dropdown selection back to the previous girder. + try: + if self.girder_dropdown is not None: + prev = self.girder_dropdown.blockSignals(True) + try: + old = getattr(self, "_current_girder", "") + idx = self.girder_dropdown.findData(old) + if idx >= 0: + self.girder_dropdown.setCurrentIndex(idx) + finally: + self.girder_dropdown.blockSignals(prev) + except Exception: + pass + return + if decision == "save": + self._commit_current_member_state() + try: + QMessageBox.information(self, "Saved", "Member inputs saved successfully.") + except Exception: + pass + + self._current_girder = girder + self._refresh_segment_list(girder) + self._select_segment_index(0) + self._sync_remove_button_visibility() + + def _on_segment_row_changed(self, current_row: int, _current_column: int, _previous_row: int, _previous_column: int) -> None: + if current_row is None or current_row < 0: + return + self._select_segment_index(int(current_row)) + + def _on_split_add_clicked(self) -> None: + """Split/Add Segment. + + Spec-aligned behavior: + - If the selected segment is the last segment and its End Distance is < total span, + create the next segment to fill the gap (no popups). + """ + girder = self._current_girder + segments = self._ensure_girder_segments(girder) + total_span = float(self._get_total_span() or DEFAULT_MEMBER_LENGTH_M) + if not segments: + return + + idx = max(0, min(self._current_segment_index, len(segments) - 1)) + if idx != len(segments) - 1: + # Only support add/fill from last segment for now (matches the described rule). + self._select_segment_index(len(segments) - 1) + idx = len(segments) - 1 + + current = segments[idx] + start = float(current.get("start", 0.0)) + + new_end = self._parse_float(self.distance_end_input.text()) if self.distance_end_input else None + if new_end is None: + new_end = float(current.get("end", total_span)) + + # Clamp/validate + new_end = max(start, min(float(new_end), total_span)) + + # If no gap, do nothing (no popup) + if abs(new_end - total_span) < 1e-9: + current["end"] = float(total_span) + self._refresh_segment_list(girder) + self._select_segment_index(idx) + return + + # Update last segment end and create the fill segment + current["end"] = float(new_end) + next_id = self._make_segment_id(girder, len(segments) + 1) + segments.append({"id": next_id, "start": float(new_end), "end": float(total_span)}) + + # Normalize starts for safety and enforce last end + segments[0]["start"] = 0.0 + for i in range(1, len(segments)): + segments[i]["start"] = float(segments[i - 1].get("end", 0.0)) + segments[-1]["end"] = float(total_span) + self.segment_chain[girder] = segments + + self._refresh_segment_list(girder) + self._select_segment_index(idx) + + # ===== Span/Length + Auto-split handlers ===== + + def _on_span_changed(self, span_text): + """Toggle total span editability. + + - Custom: user can edit total span. + - Full Length: total span is locked (read-only). + """ + is_full = (span_text or "").strip() == "Full Length" + self.length_input.setReadOnly(is_full) + + self._initialize_segment_chain_if_needed() + self._refresh_segment_list(self._current_girder) + self._select_segment_index(self._current_segment_index) + + def _on_length_changed(self, _): + """When total span changes, update the chain so the final segment ends at the new span.""" + total_span = self._get_total_span() + if total_span is None: + return + + for girder in self.available_girders: + segments = self._ensure_girder_segments(girder) + if not segments: + continue + + # Clamp and remove segments beyond new span. + pruned: List[Dict[str, float]] = [] + for seg in segments: + start = float(seg.get("start", 0.0)) + end = float(seg.get("end", 0.0)) + if start >= total_span: + break + seg["end"] = min(end, float(total_span)) + pruned.append(seg) + + if not pruned: + pruned = [{"id": self._make_segment_id(girder, 1), "start": 0.0, "end": float(total_span)}] + + # Renormalize starts and ids (keep ids stable if possible). + pruned[0]["start"] = 0.0 + for i in range(1, len(pruned)): + pruned[i]["start"] = float(pruned[i - 1].get("end", 0.0)) + pruned[-1]["end"] = float(total_span) + self.segment_chain[girder] = pruned + + self._refresh_segment_list(self._current_girder) + self._select_segment_index(min(self._current_segment_index, len(self._ensure_girder_segments(self._current_girder)) - 1)) + + def _on_distance_end_changed(self): + """Auto-split algorithm + ripple edit. + + - If user shortens the current *last* segment, a new fill segment is created. + - If user edits an intermediate segment, the next segment start is updated. + """ + if self._suppress_distance_updates: + return + if not self.distance_end_input: + return + + girder = self._current_girder + segments = self._ensure_girder_segments(girder) + if not segments: + return + + idx = max(0, min(self._current_segment_index, len(segments) - 1)) + current = segments[idx] + + new_end = self._parse_float(self.distance_end_input.text()) + if new_end is None: + # Revert to current stored end + self._load_segment_details(girder, idx) + return + + total_span = float(self._get_total_span() or DEFAULT_MEMBER_LENGTH_M) + start = float(current.get("start", 0.0)) + old_end = float(current.get("end", start)) + + # Clamp instead of warning popups. + if new_end < start: + new_end = start + + is_last = idx == (len(segments) - 1) + if is_last: + if new_end > total_span: + new_end = total_span + else: + next_seg = segments[idx + 1] + next_end = float(next_seg.get("end", total_span)) + if new_end > next_end: + new_end = next_end + + # Apply edit + current["end"] = float(new_end) + + if not is_last: + # Ripple: set the next start = new end + segments[idx + 1]["start"] = float(new_end) + else: + # Split trigger: if user shortens the last segment, create fill segment + if new_end < old_end and new_end < total_span: + next_id = self._make_segment_id(girder, len(segments) + 1) + segments.append({"id": next_id, "start": float(new_end), "end": float(total_span)}) + elif new_end > total_span: + current["end"] = float(total_span) + + # Renormalize starts for all subsequent segments + segments[0]["start"] = 0.0 + for i in range(1, len(segments)): + segments[i]["start"] = float(segments[i - 1].get("end", 0.0)) + + # Always enforce last end == total span after edits + segments[-1]["end"] = float(total_span) + self.segment_chain[girder] = segments + + # Refresh master list + keep selection + self._refresh_segment_list(girder) + self._select_segment_index(idx) def _build_section_card(self): container = QWidget() @@ -112,95 +1195,211 @@ def _build_section_card(self): main_layout.setContentsMargins(0, 0, 0, 0) main_layout.setSpacing(16) + # Left side - single bordered box (Section Inputs + restraint fields) left_column = QWidget() left_column.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Preferred) left_column_layout = QVBoxLayout(left_column) left_column_layout.setContentsMargins(0, 0, 0, 0) - left_column_layout.setSpacing(12) + left_column_layout.setSpacing(0) + left_column_layout.setAlignment(Qt.AlignTop) + # Section Inputs box (single frame containing all fields) section_inputs_box = self._create_inner_box() section_inputs_layout = QVBoxLayout(section_inputs_box) section_inputs_layout.setContentsMargins(12, 8, 12, 12) section_inputs_layout.setSpacing(8) + section_inputs_layout.setAlignment(Qt.AlignTop) section_inputs_title = self._create_label("Section Inputs:") + section_inputs_title.setStyleSheet("font-size: 12px; font-weight: 700; color: #4b4b4b; border: none;") section_inputs_layout.addWidget(section_inputs_title) inputs_grid = QGridLayout() inputs_grid.setContentsMargins(0, 0, 0, 0) inputs_grid.setHorizontalSpacing(16) - inputs_grid.setVerticalSpacing(12) - inputs_grid.setColumnMinimumWidth(0, 150) + inputs_grid.setVerticalSpacing(10) + # Match the reference UI's aligned label column. + inputs_grid.setColumnMinimumWidth(0, 160) inputs_grid.setColumnStretch(0, 0) inputs_grid.setColumnStretch(1, 1) - row = 0 - for field_def in GIRDER_DETAILS_SCHEMA["section_inputs"]: - if field_def.get("id") in {"torsional_restraint", "warping_restraint", "web_type"}: - continue - row = self._add_schema_row(inputs_grid, row, field_def) + # Member ID (segment selector) - mirrors reference UI. + self.member_id_combo = QComboBox() + apply_field_style(self.member_id_combo) + self._set_field_width(self.member_id_combo) + self.member_id_combo.currentIndexChanged.connect(self._on_member_id_combo_changed) + row = self._add_box_row(inputs_grid, 0, "Member ID:", self.member_id_combo) + + self.design_combo = QComboBox() + self.design_combo.addItems(VALUES_GIRDER_DESIGN_MODE) + apply_field_style(self.design_combo) + self._set_field_width(self.design_combo) + row = self._add_box_row(inputs_grid, row, "Design:", self.design_combo) + + self.type_combo = QComboBox() + self.type_combo.addItems(VALUES_GIRDER_TYPE) + apply_field_style(self.type_combo) + self._set_field_width(self.type_combo) + row = self._add_box_row(inputs_grid, row, "Type:", self.type_combo) + + self.symmetry_combo = QComboBox() + self.symmetry_combo.addItems(VALUES_GIRDER_SYMMETRY) + apply_field_style(self.symmetry_combo) + self._set_field_width(self.symmetry_combo) + row = self._add_box_row(inputs_grid, row, "Symmetry:", self.symmetry_combo, self.symmetry_row) + + self.total_depth_input = self._create_line_edit() + row = self._add_box_row( + inputs_grid, + row, + "Total Depth (d, mm):", + self.total_depth_input, + self.welded_rows, + ) - section_inputs_layout.addLayout(inputs_grid) - left_column_layout.addWidget(section_inputs_box) + self.web_thickness_combo = QComboBox() + self.web_thickness_combo.addItems(VALUES_PROFILE_SCOPE) + apply_field_style(self.web_thickness_combo) + self._set_field_width(self.web_thickness_combo, 180) + + self.web_thickness_value_input = self._create_line_edit() + self._set_field_width(self.web_thickness_value_input, 78) + self.web_thickness_value_input.setValidator(QDoubleValidator(0.0, 1e12, 3, self.web_thickness_value_input)) + + self.web_thickness_widget = self._create_mode_value_widget(self.web_thickness_combo, self.web_thickness_value_input) + row = self._add_box_row( + inputs_grid, + row, + "Web Thickness (wt, mm):", + self.web_thickness_widget, + self.welded_rows, + ) - restraint_box = self._create_inner_box() - restraint_layout = QVBoxLayout(restraint_box) - restraint_layout.setContentsMargins(12, 8, 12, 12) - restraint_layout.setSpacing(8) + self.top_width_input = self._create_line_edit() + row = self._add_box_row( + inputs_grid, + row, + "Width of Top Flange (tfw, mm):", + self.top_width_input, + self.welded_rows, + ) - restraint_title = self._create_label("Restraint & Web Details:") - restraint_layout.addWidget(restraint_title) + self.top_thickness_combo = QComboBox() + self.top_thickness_combo.addItems(VALUES_PROFILE_SCOPE) + apply_field_style(self.top_thickness_combo) + self._set_field_width(self.top_thickness_combo, 180) + + self.top_thickness_value_input = self._create_line_edit() + self._set_field_width(self.top_thickness_value_input, 78) + self.top_thickness_value_input.setValidator(QDoubleValidator(0.0, 1e12, 3, self.top_thickness_value_input)) + + self.top_thickness_widget = self._create_mode_value_widget(self.top_thickness_combo, self.top_thickness_value_input) + row = self._add_box_row( + inputs_grid, + row, + "Top Flange Thickness (tft, mm):", + self.top_thickness_widget, + self.welded_rows, + ) - restraint_grid = QGridLayout() - restraint_grid.setContentsMargins(0, 0, 0, 0) - restraint_grid.setHorizontalSpacing(16) - restraint_grid.setVerticalSpacing(12) - restraint_grid.setColumnMinimumWidth(0, 150) - restraint_grid.setColumnStretch(0, 0) - restraint_grid.setColumnStretch(1, 1) + self.bottom_width_input = self._create_line_edit() + row = self._add_box_row( + inputs_grid, + row, + "Width of Bottom Flange (bfw, mm):", + self.bottom_width_input, + self.welded_rows, + ) - rrow = 0 - for field_def in GIRDER_DETAILS_SCHEMA["section_inputs"]: - if field_def.get("id") in {"torsional_restraint", "warping_restraint", "web_type"}: - rrow = self._add_schema_row(restraint_grid, rrow, field_def) + self.bottom_thickness_combo = QComboBox() + self.bottom_thickness_combo.addItems(VALUES_PROFILE_SCOPE) + apply_field_style(self.bottom_thickness_combo) + self._set_field_width(self.bottom_thickness_combo, 180) + + self.bottom_thickness_value_input = self._create_line_edit() + self._set_field_width(self.bottom_thickness_value_input, 78) + self.bottom_thickness_value_input.setValidator(QDoubleValidator(0.0, 1e12, 3, self.bottom_thickness_value_input)) + + self.bottom_thickness_widget = self._create_mode_value_widget(self.bottom_thickness_combo, self.bottom_thickness_value_input) + row = self._add_box_row( + inputs_grid, + row, + "Bottom Flange Thickness (bft, mm):", + self.bottom_thickness_widget, + self.welded_rows, + ) - restraint_layout.addLayout(restraint_grid) - left_column_layout.addWidget(restraint_box) + self.is_section_combo = QComboBox() + self._populate_rolled_section_combo() + apply_field_style(self.is_section_combo) + self._set_field_width(self.is_section_combo) + self._add_box_row(inputs_grid, row, "IS Section:", self.is_section_combo, self.rolled_rows) + + # Append restraint/web fields into the same Section Inputs box (no extra frame / spacing). + self.torsion_combo = QComboBox() + apply_field_style(self.torsion_combo) + self._set_field_width(self.torsion_combo) + row = self._add_box_row(inputs_grid, row + 1, "Torsional Restraint:", self.torsion_combo) + + self.warping_combo = QComboBox() + apply_field_style(self.warping_combo) + self._set_field_width(self.warping_combo) + row = self._add_box_row(inputs_grid, row, "Warping Restraint:", self.warping_combo) + + self.web_type_combo = QComboBox() + apply_field_style(self.web_type_combo) + self._set_field_width(self.web_type_combo) + self._add_box_row(inputs_grid, row, "Web Type*:", self.web_type_combo, self.web_type_row) + + section_inputs_layout.addLayout(inputs_grid) + # Prevent the grid rows from stretching vertically (which creates large blank bands + # above the first input when the right column is taller). Extra height goes below. + section_inputs_layout.addStretch(1) + left_column_layout.addWidget(section_inputs_box) + self._configure_restraint_fields() main_layout.addWidget(left_column) + # Right side - image + section properties box right_column = QWidget() right_column.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Preferred) right_column_layout = QVBoxLayout(right_column) right_column_layout.setContentsMargins(0, 0, 0, 0) - right_column_layout.setSpacing(12) + right_column_layout.setSpacing(10) + # Dynamic image box image_box = self._create_inner_box() image_layout = QVBoxLayout(image_box) image_layout.setContentsMargins(10, 10, 10, 10) image_layout.setSpacing(5) - self.dynamic_image_label = QLabel("Welded Girder") - self.dynamic_image_label.setAlignment(Qt.AlignCenter) - self.dynamic_image_label.setMinimumSize(240, 140) - self.dynamic_image_label.setStyleSheet("QLabel { border: 1px solid #d0d0d0; border-radius: 4px; background-color: #fafafa; font-weight: bold; color: #5b5b5b; }") - image_layout.addWidget(self.dynamic_image_label) + self.section_preview = RolledSectionPreview() + image_layout.addWidget(self.section_preview, 1) + + self.preview_caption = QLabel("Provide girder inputs to preview") + self.preview_caption.setAlignment(Qt.AlignCenter) + self.preview_caption.setStyleSheet( + "QLabel { font-size: 13px; font-weight: 700; color: #1e1e1e; border: none; padding-top: 6px; font-family: 'Ubuntu Sans', 'Segoe UI', sans-serif; }" + ) + image_layout.addWidget(self.preview_caption) right_column_layout.addWidget(image_box) + # Section Properties box props_box = self._create_inner_box() props_layout = QVBoxLayout(props_box) props_layout.setContentsMargins(12, 10, 12, 10) props_layout.setSpacing(10) props_title = self._create_label("Section Properties:") + props_title.setStyleSheet("font-size: 12px; font-weight: 700; color: #4b4b4b; border: none;") props_layout.addWidget(props_title) properties_grid = QGridLayout() properties_grid.setContentsMargins(0, 0, 0, 0) - properties_grid.setHorizontalSpacing(12) + properties_grid.setHorizontalSpacing(16) properties_grid.setVerticalSpacing(10) - properties_grid.setColumnMinimumWidth(0, 140) + properties_grid.setColumnMinimumWidth(0, 160) properties_grid.setColumnStretch(0, 0) properties_grid.setColumnStretch(1, 1) @@ -216,12 +1415,13 @@ def _build_section_card(self): "Plastic Modulus, Zuz (cm3)", "Plastic Modulus, Zuy (cm3)", "Torsion Constant, It (cm4)", - "Warping Constant, Iw (cm6)", + "Warping Constant, Iw (cm6)" ] for index, text in enumerate(property_fields): label = self._create_small_label(text) line_edit = self._create_line_edit() + line_edit.setPlaceholderText("") properties_grid.addWidget(label, index, 0) properties_grid.addWidget(line_edit, index, 1) self.section_property_inputs[text] = line_edit @@ -231,11 +1431,30 @@ def _build_section_card(self): main_layout.addWidget(right_column) - if hasattr(self, "type_combo"): - self.type_combo.currentTextChanged.connect(self._on_type_changed) - self._apply_mode_states() - if hasattr(self, "type_combo"): - self._on_type_changed(self.type_combo.currentText()) + self.design_combo.currentTextChanged.connect(self._on_design_changed) + self.type_combo.currentTextChanged.connect(self._on_type_changed) + self.is_section_combo.currentTextChanged.connect(self._update_preview) + for watcher in (self.total_depth_input, self.top_width_input, self.bottom_width_input): + watcher.textChanged.connect(self._update_preview) + for combo in (self.web_thickness_combo, self.top_thickness_combo, self.bottom_thickness_combo): + combo.currentTextChanged.connect(lambda _t: self._update_thickness_value_enabled_state()) + combo.currentTextChanged.connect(self._update_preview) + for watcher in (self.web_thickness_value_input, self.top_thickness_value_input, self.bottom_thickness_value_input): + watcher.textChanged.connect(self._update_preview) + self._on_design_changed(self.design_combo.currentText()) + self._on_type_changed(self.type_combo.currentText()) + self._update_thickness_value_enabled_state() + + # Capture a stable template state for new members. + self._default_member_state = self._capture_member_state() + + # Track per-member edits and ensure current member has a baseline saved state. + self._wire_member_dirty_tracking() + self._section_inputs_built = True + self._refresh_member_id_combo() + # Now that Section Inputs exist, sync UI state to current segment and seed + # per-member state from the visible defaults. + self._select_segment_index(self._current_segment_index) return container @@ -260,127 +1479,390 @@ def _create_small_label(self, text): def _create_line_edit(self): line_edit = QLineEdit() apply_field_style(line_edit) + self._set_field_width(line_edit) return line_edit - def _create_member_combo(self): - combo = QComboBox() - apply_field_style(combo) - self._set_field_width(combo) - self.widgets["member_select_combo"] = combo - self._populate_member_list() - return combo - - def _create_field(self, field_def): - field_type = field_def.get("type") - bind_name = field_def.get("bind") - - if field_type == "combo_dynamic": - combo = QComboBox() - apply_field_style(combo) - self._set_field_width(combo) - if bind_name: - self.widgets[bind_name] = combo - self._populate_girder_lists() - return combo - - if field_type == "combo": - combo = QComboBox() - combo.addItems(field_def.get("choices", [])) - apply_field_style(combo) - self._set_field_width(combo) - if bind_name: - self.widgets[bind_name] = combo - return combo + def _create_mode_value_widget(self, mode_combo: QComboBox, value_input: QLineEdit) -> QWidget: + widget = QWidget() + widget.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + self._set_field_width(widget, 180) + + layout = QHBoxLayout(widget) + layout.setContentsMargins(0, 0, 0, 0) + layout.setSpacing(6) + layout.addWidget(mode_combo) + layout.addWidget(value_input) + return widget + + def _is_custom_thickness_mode(self, combo: QComboBox) -> bool: + return (combo.currentText() or "").strip().lower() == "custom" + + def _update_thickness_value_enabled_state(self) -> None: + is_welded = self.type_combo.currentText().lower() == "welded" + is_custom_design = self.design_combo.currentText().lower() == "customized" + allow_inputs = is_welded and is_custom_design + + for mode_combo, value_input, wrapper in ( + ( + getattr(self, "web_thickness_combo", None), + getattr(self, "web_thickness_value_input", None), + getattr(self, "web_thickness_widget", None), + ), + ( + getattr(self, "top_thickness_combo", None), + getattr(self, "top_thickness_value_input", None), + getattr(self, "top_thickness_widget", None), + ), + ( + getattr(self, "bottom_thickness_combo", None), + getattr(self, "bottom_thickness_value_input", None), + getattr(self, "bottom_thickness_widget", None), + ), + ): + if not mode_combo or not value_input: + continue - line_edit = QLineEdit() - apply_field_style(line_edit) - if bind_name: - self.widgets[bind_name] = line_edit - return line_edit + show_value = bool(allow_inputs and self._is_custom_thickness_mode(mode_combo)) - def _add_schema_row(self, layout, row, field_def): - visible_for = field_def.get("visible_for") - tracker = None - if visible_for: - if "welded" in visible_for: - tracker = self.welded_rows - elif "rolled" in visible_for: - tracker = self.rolled_rows - - if field_def.get("type") == "mode_line": - mode_combo = QComboBox() - mode_combo.addItems(field_def.get("mode_choices", [])) - if field_def.get("default_mode"): - mode_combo.setCurrentText(field_def["default_mode"]) - apply_field_style(mode_combo) - self._set_field_width(mode_combo, 130) - - value_field = self._create_line_edit() - self._set_field_width(value_field) - - bind_mode = field_def.get("bind_mode") - bind_value = field_def.get("bind_value") - if bind_mode: - self.widgets[bind_mode] = mode_combo - if bind_value: - self.widgets[bind_value] = value_field - - row = self._add_mode_row(layout, row, field_def["label"], mode_combo, value_field, tracker) - mode_combo.currentTextChanged.connect(self._apply_mode_states) - return row - - if field_def.get("type") == "combo": - combo = QComboBox() - combo.addItems(field_def.get("choices", [])) - apply_field_style(combo) - self._set_field_width(combo) - bind_name = field_def.get("bind") - if bind_name: - self.widgets[bind_name] = combo - return self._add_box_row(layout, row, field_def["label"], combo, tracker) - - widget = self._create_field(field_def) - return self._add_box_row(layout, row, field_def["label"], widget, tracker) + value_input.setEnabled(show_value) + value_input.setVisible(show_value) - def _add_box_row(self, layout, row, label_text, widget, visibility_list=None): - label = self._create_small_label(label_text) - layout.addWidget(label, row, 0, Qt.AlignLeft | Qt.AlignVCenter) - layout.addWidget(widget, row, 1) - if visibility_list is not None: - visibility_list.append((label, widget)) - return row + 1 + if wrapper is not None: + self._set_field_width(wrapper, 180) - def _add_mode_row(self, layout, row, label_text, mode_combo, value_field, visibility_list=None): - wrapper = QHBoxLayout() - wrapper.setContentsMargins(0, 0, 0, 0) - wrapper.setSpacing(8) - wrapper.addWidget(mode_combo) - wrapper.addWidget(value_field) - wrapper.addStretch() + if show_value: + self._set_field_width(mode_combo, 96) + self._set_field_width(value_input, 78) + else: + self._set_field_width(mode_combo, 180) - label = self._create_small_label(label_text) - layout.addWidget(label, row, 0, Qt.AlignLeft | Qt.AlignVCenter) - layout.addLayout(wrapper, row, 1) - if visibility_list is not None: - visibility_list.append((label, mode_combo)) - visibility_list.append((None, value_field)) + def _add_section_row(self, layout, row, text, widget, tracker=None): + label = self._create_label(text) + widget.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + self._set_field_width(widget) + layout.addWidget(label, row, 0) + layout.addWidget(widget, row, 1) + if tracker is not None: + tracker.append((label, widget)) return row + 1 - def _set_field_width(self, widget, width=230): + def _set_field_width(self, widget, width=180): widget.setMaximumWidth(width) - widget.setMinimumWidth(min(width, 160)) + widget.setMinimumWidth(min(width, 140)) + widget.setMinimumHeight(28) + widget.setMaximumHeight(40) + + def _setup_girder_selector(self): + if not hasattr(self, "select_girder_combo"): + return + if not self._girder_combo_connected: + if hasattr(self.select_girder_combo, "checkedItemsChanged"): + self.select_girder_combo.checkedItemsChanged.connect(self._on_girders_selection_changed) + else: + self.select_girder_combo.currentTextChanged.connect(self._on_girders_selection_changed) + self._girder_combo_connected = True + self._on_girders_selection_changed() + + def _refresh_girder_combo_items(self, preferred_selection: Optional[List[str]] = None) -> None: + if not hasattr(self, "select_girder_combo"): + return + if hasattr(self.select_girder_combo, "checked_items"): + # Preserve multi-selection if possible. + current_selection = preferred_selection or self.select_girder_combo.checked_items() or [] + desired = [g for g in current_selection if g in self.available_girders] + + block = self.select_girder_combo.blockSignals(True) + try: + # Temporarily suppress the internal toggle handler while rebuilding. + if hasattr(self.select_girder_combo, "_updating_selection"): + self.select_girder_combo._updating_selection = True # type: ignore[attr-defined] + self.select_girder_combo.clear() + self.select_girder_combo.addItems(["All"] + self.available_girders) + + if desired: + # Uncheck 'All', then check desired girders. + for row in range(self.select_girder_combo.model().rowCount()): + item = self.select_girder_combo.model().item(row) + if not item: + continue + if item.text().strip().lower() == "all": + item.setCheckState(Qt.Unchecked) + elif item.text() in desired: + item.setCheckState(Qt.Checked) + else: + item.setCheckState(Qt.Unchecked) + finally: + if hasattr(self.select_girder_combo, "_updating_selection"): + self.select_girder_combo._updating_selection = False # type: ignore[attr-defined] + self.select_girder_combo.blockSignals(block) + else: + current_text = self.select_girder_combo.currentText().strip() + current_selection = preferred_selection or [] + candidate = next((girder for girder in current_selection if girder in self.available_girders), None) + if not candidate and current_text in self.available_girders: + candidate = current_text + + block = self.select_girder_combo.blockSignals(True) + self.select_girder_combo.clear() + self.select_girder_combo.addItems(["All"] + self.available_girders) + if candidate: + index = self.select_girder_combo.findText(candidate, Qt.MatchFixedString) + self.select_girder_combo.setCurrentIndex(index if index != -1 else 0) + else: + self.select_girder_combo.setCurrentIndex(0) + self.select_girder_combo.blockSignals(block) + + def _on_girders_selection_changed(self, *args): + if self.span_combo.currentText() == "Full Length": + self._update_member_id_edit_state() + return + current_text = self.member_id_input.text().strip() + if not self._is_valid_segment_id(current_text): + default_id = self._default_member_segment_id() + self._set_member_id_text(default_id) + self._update_member_id_edit_state() + + def _get_selected_girders(self): + if not hasattr(self, "select_girder_combo"): + return self.available_girders.copy() + if hasattr(self.select_girder_combo, "checked_items"): + # In this widget, checked_items() returns [] when "All" is selected. + checked = [g for g in self.select_girder_combo.checked_items() if g in self.available_girders] + return checked or self.available_girders.copy() + + current = self.select_girder_combo.currentText().strip() + if not current or current.lower() == "all": + return self.available_girders.copy() + if current in self.available_girders: + return [current] + return self.available_girders.copy() + + def _default_member_segment_id(self, girders=None): + girders = girders or self._get_selected_girders() + base = girders[0] if girders else "G1" + return self._make_segment_id(base, 1) + + def _set_member_id_text(self, value, block_signals=False): + if block_signals: + previous = self.member_id_input.blockSignals(True) + self.member_id_input.setText(value) + self.member_id_input.blockSignals(previous) + else: + self.member_id_input.setText(value) + + def _is_valid_segment_id(self, member_id): + member_id = str(member_id or "").strip() + if not member_id: + return False + base, index = self._split_member_id(member_id) + return bool(base and base in self.available_girders and isinstance(index, int) and index >= 1) + + def _update_member_id_edit_state(self): + is_full_span = self.span_combo.currentText() == "Full Length" + self.member_id_input.setReadOnly(is_full_span) + if is_full_span: + girders = self._get_selected_girders() + display = ", ".join(girders) if girders else "G1" + self._set_member_id_text(display, block_signals=True) + else: + current_text = self.member_id_input.text().strip() + if not self._is_valid_segment_id(current_text): + default_id = self._default_member_segment_id() + self._set_member_id_text(default_id) + self._update_distance_field_states() + + def _on_design_changed(self, text): + is_custom = text.lower() == "customized" + toggle_targets = ( + self.type_combo, + self.symmetry_combo, + self.total_depth_input, + self.top_width_input, + self.bottom_width_input, + ) + for widget in toggle_targets: + widget.setEnabled(is_custom) + if not is_custom: + self._lock_type_to_welded() + self._reset_section_state() + self._apply_type_state() def _on_type_changed(self, text): - is_welded = text.lower() == "welded" + self._apply_type_state() + self._update_preview() + + def _apply_type_state(self): + is_welded = self.type_combo.currentText().lower() == "welded" + is_custom = self.design_combo.currentText().lower() == "customized" + self._set_row_visibility(self.welded_rows, is_welded) self._set_row_visibility(self.rolled_rows, not is_welded) - self.dynamic_image_label.setText("Welded Girder" if is_welded else "Rolled Section") - self._apply_mode_states() + + for label, widget in self.symmetry_row: + label.setVisible(is_welded) + widget.setVisible(is_welded) + self.symmetry_combo.setEnabled(is_welded and is_custom) + + plate_widgets = ( + self.total_depth_input, + self.web_thickness_widget, + self.top_width_input, + self.top_thickness_widget, + self.bottom_width_input, + self.bottom_thickness_widget, + ) + for widget in plate_widgets: + widget.setEnabled(is_welded and is_custom) + widget.setVisible(is_welded) + + for label, widget in self.web_type_row: + label.setVisible(is_welded) + widget.setVisible(is_welded) + widget.setEnabled(is_welded and is_custom) + + self.is_section_combo.setVisible(not is_welded) + self.is_section_combo.setEnabled(not is_welded) + self._update_thickness_value_enabled_state() + + def _lock_type_to_welded(self): + welded_index = self.type_combo.findText("Welded", Qt.MatchFixedString) + if welded_index != -1 and self.type_combo.currentIndex() != welded_index: + previous = self.type_combo.blockSignals(True) + self.type_combo.setCurrentIndex(welded_index) + self.type_combo.blockSignals(previous) + + def _reset_section_state(self): + for widget in (self.total_depth_input, self.top_width_input, self.bottom_width_input): + previous = widget.blockSignals(True) + widget.clear() + widget.blockSignals(previous) + for widget in (self.web_thickness_value_input, self.top_thickness_value_input, self.bottom_thickness_value_input): + previous = widget.blockSignals(True) + widget.clear() + widget.blockSignals(previous) + self._update_preview() + + def _update_distance_field_states(self): + # Master-Detail spec: + # - Member ID: read-only + # - Start distance: read-only + # - End distance: editable + self.member_id_input.setReadOnly(True) + self.distance_start_input.setReadOnly(True) + self.distance_end_input.setReadOnly(False) + if self.segment_length_input: + self.segment_length_input.setReadOnly(True) + + def _on_span_changed(self, span_text): + # Preserve legacy span-mode behavior for total span editability. + is_full = (span_text or "").strip() == "Full Length" + self.length_input.setReadOnly(is_full) + + self._initialize_segment_chain_if_needed() + self._refresh_segment_list(self._current_girder) + self._select_segment_index(self._current_segment_index) + self._update_distance_field_states() + + def _on_length_changed(self, _): + # Total span changes affect all girders, regardless of mode. + total_span = self._get_total_span() + if total_span is None: + return + + for girder in self.available_girders: + segments = self._ensure_girder_segments(girder) + if not segments: + self.segment_chain[girder] = [{"id": self._make_segment_id(girder, 1), "start": 0.0, "end": float(total_span)}] + continue + + # If any segment ends beyond the new span, clamp and drop trailing. + pruned: List[Dict[str, float]] = [] + for seg in segments: + start = float(seg.get("start", 0.0)) + if start >= total_span: + break + end = float(seg.get("end", 0.0)) + seg["end"] = min(end, float(total_span)) + pruned.append(seg) + if not pruned: + pruned = [{"id": self._make_segment_id(girder, 1), "start": 0.0, "end": float(total_span)}] + pruned[0]["start"] = 0.0 + for i in range(1, len(pruned)): + pruned[i]["start"] = float(pruned[i - 1].get("end", 0.0)) + pruned[-1]["end"] = float(total_span) + self.segment_chain[girder] = pruned + + self._refresh_segment_list(self._current_girder) + self._select_segment_index(self._current_segment_index) + + def _get_total_span(self): + text = (self.length_input.text() or "").strip() + if not text: + return None + return self._parse_float(text) + + def _split_member_id(self, member_id): + member_id = str(member_id or "").strip() + if not member_id: + return "", None + + # Preferred format: G1M2 + if "M" in member_id: + base, index = member_id.rsplit("M", 1) + if base and index.isdigit(): + return base, int(index) + + # Backward compatible: G1-2 + if "-" in member_id: + base, index = member_id.rsplit("-", 1) + if index.isdigit(): + return base, int(index) + return base, None + + return member_id, None + + def _set_line_edit_value(self, line_edit, value): + if value is None: + return + text = f"{value:.3f}".rstrip("0").rstrip(".") + if not text: + text = "0" + previous_state = line_edit.blockSignals(True) + line_edit.setText(text) + line_edit.blockSignals(previous_state) + + def validate_member_properties(self) -> bool: + if self.design_combo.currentText() != "Customized": + return True + required_fields = [ + (self.total_depth_input, "Total Depth (d, mm)"), + (self.top_width_input, "Width of Top Flange (t_fw, mm)"), + (self.bottom_width_input, "Width of Bottom Flange (b_fw, mm)"), + ] + if self._is_custom_thickness_mode(self.web_thickness_combo): + required_fields.append((self.web_thickness_value_input, "Web Thickness (w_t, mm)")) + if self._is_custom_thickness_mode(self.top_thickness_combo): + required_fields.append((self.top_thickness_value_input, "Top Flange Thickness (t_ft, mm)")) + if self._is_custom_thickness_mode(self.bottom_thickness_combo): + required_fields.append((self.bottom_thickness_value_input, "Bottom Flange Thickness (b_ft, mm)")) + missing = [] + for field, label in required_fields: + value = self._parse_float(field.text()) + if value is None or value <= 0: + missing.append(label) + if missing: + QMessageBox.critical( + self, + "Incomplete Girder Inputs", + f"Please provide valid values for: {', '.join(missing)}.", + ) + return False + return True def _create_inner_box(self): + """Create a bordered box for grouped controls""" box = QFrame() - box.setStyleSheet( - """ + box.setStyleSheet(""" QFrame { border: 1px solid #b0b0b0; border-radius: 6px; @@ -405,67 +1887,706 @@ def _create_inner_box(self): padding: 0px; margin: 0px; } - """ - ) + """) return box + def _create_small_label(self, text): + """Create a smaller label for compact layouts""" + label = QLabel(text) + label.setStyleSheet(""" + QLabel { + color: #2b2b2b; + font-size: 11px; + font-weight: 500; + background: transparent; + border: none; + padding: 0px; + margin: 0px; + } + """) + label.setAutoFillBackground(False) + return label + + def _add_box_row(self, layout, row, label_text, widget, visibility_list=None): + """Add a row to a box grid layout""" + label = self._create_small_label(label_text) + layout.addWidget(label, row, 0, Qt.AlignLeft | Qt.AlignVCenter) + layout.addWidget(widget, row, 1) + if visibility_list is not None: + visibility_list.append((label, widget)) + return row + 1 + def _set_row_visibility(self, rows, visible): for label, widget in rows: - if label is not None: - label.setVisible(visible) + label.setVisible(visible) widget.setVisible(visible) - def _sync_mode_field(self, mode_combo, value_field, optimized_placeholder=None, custom_label=None): - mode_text = mode_combo.currentText() - is_optimized = mode_text.lower().startswith("opt") or mode_text.lower() == "all" - is_custom = mode_text.lower().startswith("custom") - if is_optimized and optimized_placeholder is not None: - value_field.setReadOnly(True) - value_field.setPlaceholderText(optimized_placeholder) - value_field.clear() - elif is_custom: - value_field.setReadOnly(False) - if custom_label: - value_field.setPlaceholderText(custom_label) - else: - value_field.setReadOnly(False) - value_field.setEnabled(True) - - def _populate_girder_lists(self): - combo = self.widgets.get("select_girder_combo") - if not combo: - return - items = [f"Girder {i}" for i in range(1, self.girder_count + 1)] + ["All"] + def _populate_rolled_section_combo(self): + designations = sorted(girder_properties.list_available_sections().keys()) + if not designations: + designations = [ + "ISMB 500", "ISMB 550", "ISMB 600", + "ISWB 500", "ISWB 550", "ISWB 600", + ] + self.is_section_combo.clear() + self.is_section_combo.addItems(designations) + + def _configure_restraint_fields(self): + torsion_items = self._constant_items("VALUES_TORSIONAL_RESTRAINT") + warping_items = self._constant_items("VALUES_WARPING_RESTRAINT") + web_type_items = self._constant_items("VALUES_WEB_TYPE") + + self._reload_combo_items(self.torsion_combo, torsion_items) + self._reload_combo_items(self.warping_combo, warping_items) + self._reload_combo_items(self.web_type_combo, web_type_items) + + @staticmethod + def _reload_combo_items(combo, items): + block = combo.blockSignals(True) combo.clear() combo.addItems(items) + combo.setCurrentIndex(0 if items else -1) + combo.blockSignals(block) + + @staticmethod + def _constant_items(constant_name): + return list(globals().get(constant_name, [])) - def _populate_member_list(self): - combo = self.widgets.get("member_select_combo") - if not combo: + def _update_preview(self): + if not hasattr(self, "section_preview"): return - items = [f"Girder {i}" for i in range(1, self.girder_count + 1)] - combo.clear() - combo.addItems(items) - def set_girder_count(self, count): + is_welded = self.type_combo.currentText().lower() == "welded" + if is_welded: + dims = self._gather_welded_dimensions() + caption = "Welded girder preview" if dims else "Enter depth and flange widths" + if dims: + self.section_preview.set_dimensions( + depth_mm=dims["depth_mm"], + flange_width_mm=dims["top_flange_width_mm"], + bottom_flange_width_mm=dims["bottom_flange_width_mm"], + web_thickness_mm=dims["web_thickness_mm"], + flange_thickness_mm=dims["top_flange_thickness_mm"], + bottom_flange_thickness_mm=dims["bottom_flange_thickness_mm"], + show_welds=True, + ) + else: + self.section_preview.clear() + else: + designation = self.is_section_combo.currentText() + beam = girder_properties.get_beam_profile(designation) + outline = girder_properties.get_rolled_section(designation) if beam is None else None + has_data = bool(beam or outline) + caption = f"Rolled section • {designation}" if has_data else "Rolled section unavailable" + if beam: + self.section_preview.set_section(beam) + elif outline: + self.section_preview.set_dimensions( + depth_mm=outline["depth_mm"], + flange_width_mm=outline["top_flange_width_mm"], + bottom_flange_width_mm=outline["bottom_flange_width_mm"], + web_thickness_mm=outline["web_thickness_mm"], + flange_thickness_mm=outline["top_flange_thickness_mm"], + bottom_flange_thickness_mm=outline["bottom_flange_thickness_mm"], + ) + else: + self.section_preview.clear() + + if hasattr(self, "preview_caption"): + self.preview_caption.setText(caption) + self._update_section_properties() + + def _gather_welded_dimensions(self): + depth = self._parse_float(self.total_depth_input.text()) + top_width = self._parse_float(self.top_width_input.text()) + bottom_width = self._parse_float(self.bottom_width_input.text()) or top_width + + if not depth or not top_width or not bottom_width: + return None + + web_default = max(8.0, depth * 0.02) + flange_default = max(10.0, depth * 0.03) + + web_thickness = web_default + if self._is_custom_thickness_mode(self.web_thickness_combo): + web_thickness = self._parse_float(self.web_thickness_value_input.text()) or web_default + + top_thickness = flange_default + if self._is_custom_thickness_mode(self.top_thickness_combo): + top_thickness = self._parse_float(self.top_thickness_value_input.text()) or flange_default + + bottom_thickness = flange_default + if self._is_custom_thickness_mode(self.bottom_thickness_combo): + bottom_thickness = self._parse_float(self.bottom_thickness_value_input.text()) or flange_default + + return { + "designation": "Custom Welded Girder", + "section_type": "welded", + "depth_mm": depth, + "top_flange_width_mm": top_width, + "bottom_flange_width_mm": bottom_width, + "web_thickness_mm": web_thickness, + "top_flange_thickness_mm": top_thickness, + "bottom_flange_thickness_mm": bottom_thickness, + } + + def _update_section_properties(self): + if not self.section_property_inputs: + return + values = None + if self.type_combo.currentText().lower() == "welded": + dims = self._gather_welded_dimensions() + if dims: + values = self._compute_welded_properties(dims) + else: + designation = self.is_section_combo.currentText() + values = self._fetch_rolled_properties(designation) + if values: + self._apply_section_properties(values) + else: + self._clear_section_properties() + + def _fetch_rolled_properties(self, designation): + if not designation: + return None + beam = girder_properties.get_beam_profile(designation) + if not beam: + return None + values = { + "Mass, M (Kg/m)": beam.mass_per_meter_kg, + "Sectional Area, a (cm2)": beam.area_cm2, + "2nd Moment of Area, Iz (cm4)": beam.moment_of_inertia_zz_cm4, + "2nd Moment of Area, Iy (cm4)": beam.moment_of_inertia_yy_cm4, + "Radius of Gyration, rz (cm)": beam.radius_of_gyration_z_cm, + "Radius of Gyration, ry (cm)": beam.radius_of_gyration_y_cm, + "Elastic Modulus, Zz (cm3)": beam.elastic_section_modulus_z_cm3, + "Elastic Modulus, Zy (cm3)": beam.elastic_section_modulus_y_cm3, + "Plastic Modulus, Zuz (cm3)": beam.plastic_section_modulus_z_cm3, + "Plastic Modulus, Zuy (cm3)": beam.plastic_section_modulus_y_cm3, + "Torsion Constant, It (cm4)": beam.torsion_constant_cm4, + "Warping Constant, Iw (cm6)": beam.warping_constant_cm6, + } + area = values.get("Sectional Area, a (cm2)") + iz = values.get("2nd Moment of Area, Iz (cm4)") + iy = values.get("2nd Moment of Area, Iy (cm4)") + if values.get("Radius of Gyration, rz (cm)") is None and area and iz: + values["Radius of Gyration, rz (cm)"] = math.sqrt(iz / area) + if values.get("Radius of Gyration, ry (cm)") is None and area and iy: + values["Radius of Gyration, ry (cm)"] = math.sqrt(iy / area) + return values + + def _compute_welded_properties(self, dims): + depth = dims["depth_mm"] + top_width = dims["top_flange_width_mm"] + bottom_width = dims["bottom_flange_width_mm"] + web_thickness = dims["web_thickness_mm"] + top_thickness = dims["top_flange_thickness_mm"] + bottom_thickness = dims["bottom_flange_thickness_mm"] + + h_web = max(depth - top_thickness - bottom_thickness, 1.0) + area_top = top_width * top_thickness + area_bottom = bottom_width * bottom_thickness + area_web = web_thickness * h_web + area_total_mm2 = area_top + area_bottom + area_web + area_cm2 = area_total_mm2 / 100.0 + mass_kg_per_m = (area_total_mm2 / 1_000_000.0) * 7850.0 + + iz_web = (web_thickness * h_web ** 3) / 12.0 + iz_top = (top_width * top_thickness ** 3) / 12.0 + iz_bottom = (bottom_width * bottom_thickness ** 3) / 12.0 + distance_top = h_web / 2.0 + top_thickness / 2.0 + distance_bottom = h_web / 2.0 + bottom_thickness / 2.0 + iz_top += area_top * distance_top ** 2 + iz_bottom += area_bottom * distance_bottom ** 2 + iz_cm4 = (iz_web + iz_top + iz_bottom) / 10000.0 + + iy_web = (h_web * web_thickness ** 3) / 12.0 + iy_top = (top_thickness * top_width ** 3) / 12.0 + iy_bottom = (bottom_thickness * bottom_width ** 3) / 12.0 + iy_cm4 = (iy_web + iy_top + iy_bottom) / 10000.0 + + rz_cm = math.sqrt(iz_cm4 / area_cm2) if area_cm2 > 0 else None + ry_cm = math.sqrt(iy_cm4 / area_cm2) if area_cm2 > 0 else None + + depth_cm = depth / 10.0 + width_cm = max(top_width, bottom_width) / 10.0 + zz_cm3 = iz_cm4 / (depth_cm / 2.0) if depth_cm > 0 else None + zy_cm3 = iy_cm4 / (width_cm / 2.0) if width_cm > 0 else None + + zpl_major = ( + area_top * distance_top + + area_bottom * distance_bottom + + (web_thickness * h_web ** 2) / 4.0 + ) / 1000.0 + zpl_minor = ( + (top_thickness * top_width ** 2) / 4.0 + + (bottom_thickness * bottom_width ** 2) / 4.0 + + (h_web * web_thickness ** 2) / 4.0 + ) / 1000.0 + + torsion_constant_cm4 = ( + (top_width * top_thickness ** 3) / 3.0 + + (bottom_width * bottom_thickness ** 3) / 3.0 + + (h_web * web_thickness ** 3) / 3.0 + ) / 10000.0 + + warping_constant_cm6 = ( + ((top_width * top_thickness ** 3) + (bottom_width * bottom_thickness ** 3)) * h_web ** 2 / 24.0 + ) / 1_000_000.0 + + return { + "Mass, M (Kg/m)": mass_kg_per_m, + "Sectional Area, a (cm2)": area_cm2, + "2nd Moment of Area, Iz (cm4)": iz_cm4, + "2nd Moment of Area, Iy (cm4)": iy_cm4, + "Radius of Gyration, rz (cm)": rz_cm, + "Radius of Gyration, ry (cm)": ry_cm, + "Elastic Modulus, Zz (cm3)": zz_cm3, + "Elastic Modulus, Zy (cm3)": zy_cm3, + "Plastic Modulus, Zuz (cm3)": zpl_major, + "Plastic Modulus, Zuy (cm3)": zpl_minor, + "Torsion Constant, It (cm4)": torsion_constant_cm4, + "Warping Constant, Iw (cm6)": warping_constant_cm6, + } + + def _apply_section_properties(self, values): + for label, widget in self.section_property_inputs.items(): + display = self._format_property_value(values.get(label)) + previous = widget.blockSignals(True) + widget.setText(display) + widget.blockSignals(previous) + + def _clear_section_properties(self): + for widget in self.section_property_inputs.values(): + previous = widget.blockSignals(True) + widget.clear() + widget.blockSignals(previous) + + @staticmethod + def _format_property_value(value): + if value is None: + return "" + if isinstance(value, (int, float)): + return f"{value:.2f}" + return str(value) + + @staticmethod + def _parse_float(text): + try: + return float(text) + except (TypeError, ValueError): + return None + + def set_girder_count(self, count: Optional[int]) -> None: + try: + total = int(count) if count is not None else len(self.available_girders) + except (TypeError, ValueError): + total = len(self.available_girders) + total = max(1, min(MAX_GIRDER_COUNT, total)) + self.available_girders = [f"G{i}" for i in range(1, total + 1)] + + # Prune segment chains for removed girders and initialize new ones. + self.segment_chain = {g: segs for g, segs in self.segment_chain.items() if g in self.available_girders} + total_span = float(self._get_total_span() or DEFAULT_MEMBER_LENGTH_M) + for girder in self.available_girders: + if girder not in self.segment_chain: + self.segment_chain[girder] = [{"id": self._make_segment_id(girder, 1), "start": 0.0, "end": total_span}] + + # Refresh dropdown + if self.girder_dropdown: + prev = self.girder_dropdown.blockSignals(True) + self.girder_dropdown.clear() + for girder in self.available_girders: + label = f"Girder {girder[1:]}" if girder.startswith("G") and girder[1:].isdigit() else girder + self.girder_dropdown.addItem(label, girder) + self.girder_dropdown.setCurrentIndex(0) + self.girder_dropdown.blockSignals(prev) + + self._current_girder = self.available_girders[0] if self.available_girders else "G1" + self._on_girder_changed(self._current_girder) + + def reset_defaults(self, preserve_selection: bool = False, preserve_segments: bool = False) -> None: + """Reset UI + stored values to initial defaults. + + Args: + preserve_selection: When True, keep the currently selected girder in + the girder selector. + preserve_segments: When True, keep the Member ID / Start / End + segment table (segment_chain) intact. + """ + + selected_girder = None + selected_segment_index = None + if preserve_selection: + try: + selected_girder = self._current_girder + except Exception: + selected_girder = None + try: + selected_segment_index = int(getattr(self, "_current_segment_index", 0)) + except Exception: + selected_segment_index = 0 + + preserved_segment_chain = None + if preserve_segments: + try: + preserved_segment_chain = {g: [dict(seg) for seg in segs] for g, segs in self.segment_chain.items()} + except Exception: + preserved_segment_chain = None + + # Clear per-member persistence so Defaults truly returns to a clean slate. + try: + self._member_state.clear() + except Exception: + self._member_state = {} + try: + self._dirty_members.clear() + except Exception: + self._dirty_members = set() + self._last_member_combo_index = 0 + + if not preserve_segments: + self.segment_chain.clear() + + def _reset_combo(combo: QComboBox, index: int = 0): + previous = combo.blockSignals(True) + combo.setCurrentIndex(index if combo.count() > index >= 0 else 0) + combo.blockSignals(previous) + + for combo in ( + self.span_combo, + self.design_combo, + self.type_combo, + self.symmetry_combo, + self.web_thickness_combo, + self.top_thickness_combo, + self.bottom_thickness_combo, + self.torsion_combo, + self.warping_combo, + self.web_type_combo, + ): + _reset_combo(combo) + + if self.is_section_combo.count() > 0: + _reset_combo(self.is_section_combo) + + # Total span default + self._set_line_edit_value(self.length_input, DEFAULT_MEMBER_LENGTH_M) + + # Segment chain defaults: one segment per girder spanning the full span + # (only when not preserving segments, or if preserving but chain is empty). + if (not preserve_segments) or (not getattr(self, "segment_chain", None)): + total_span = float(self._get_total_span() or DEFAULT_MEMBER_LENGTH_M) + for girder in self.available_girders: + self.segment_chain[girder] = [{"id": self._make_segment_id(girder, 1), "start": 0.0, "end": total_span}] + elif preserved_segment_chain: + # Restore preserved segments after any internal recomputation. + self.segment_chain = preserved_segment_chain + + for field in ( + self.total_depth_input, + self.top_width_input, + self.bottom_width_input, + self.web_thickness_value_input, + self.top_thickness_value_input, + self.bottom_thickness_value_input, + ): + previous = field.blockSignals(True) + field.clear() + field.blockSignals(previous) + + self._on_design_changed(self.design_combo.currentText()) + self._on_type_changed(self.type_combo.currentText()) + self._update_preview() + self._update_section_properties() + + # Capture the default template used when new members are first visited. + try: + self._default_member_state = self._capture_member_state() + except Exception: + self._default_member_state = None + + # Refresh master-detail UI + if self.girder_dropdown: + prev = self.girder_dropdown.blockSignals(True) + self.girder_dropdown.clear() + + # Keep display-friendly labels while preserving stable internal IDs via userData. + for girder in self.available_girders: + label = f"Girder {girder[1:]}" if girder.startswith("G") and girder[1:].isdigit() else girder + self.girder_dropdown.addItem(label, girder) + + # Preserve selection when requested (match by userData, not label). + if preserve_selection and selected_girder and selected_girder in self.available_girders: + idx = self.girder_dropdown.findData(selected_girder) + self.girder_dropdown.setCurrentIndex(idx if idx != -1 else 0) + else: + self.girder_dropdown.setCurrentIndex(0) + + self.girder_dropdown.blockSignals(prev) + + if preserve_selection and selected_girder and selected_girder in self.available_girders: + self._current_girder = selected_girder + else: + self._current_girder = self.available_girders[0] if self.available_girders else "G1" + + self._refresh_segment_list(self._current_girder) + if preserve_segments and selected_segment_index is not None: + self._select_segment_index(max(0, selected_segment_index)) + else: + self._select_segment_index(0) + self._update_distance_field_states() + + def collect_data(self) -> dict: + # Treat the dialog-level Save as committing the current Member ID. + if self._is_current_member_dirty(): + self._commit_current_member_state() + + welded_inputs = { + "total_depth_mm": self.total_depth_input.text().strip(), + "top_flange_width_mm": self.top_width_input.text().strip(), + "bottom_flange_width_mm": self.bottom_width_input.text().strip(), + "web_thickness_mode": self.web_thickness_combo.currentText(), + "top_thickness_mode": self.top_thickness_combo.currentText(), + "bottom_thickness_mode": self.bottom_thickness_combo.currentText(), + "web_thickness_value_mm": self.web_thickness_value_input.text().strip(), + "top_thickness_value_mm": self.top_thickness_value_input.text().strip(), + "bottom_thickness_value_mm": self.bottom_thickness_value_input.text().strip(), + } + properties_snapshot = { + label: field.text().strip() + for label, field in self.section_property_inputs.items() + } + current_segments = self._ensure_girder_segments(self._current_girder) + current_segment = None + if current_segments: + idx = max(0, min(self._current_segment_index, len(current_segments) - 1)) + current_segment = dict(current_segments[idx]) + return { + "selected_girders": [self._current_girder], + "selected_girder": self._current_girder, + "span_mode": self.span_combo.currentText(), + "member_id": self.member_id_input.text().strip(), + "distance_start_m": self._parse_float(self.distance_start_input.text()), + "distance_end_m": self._parse_float(self.distance_end_input.text()), + "total_span_m": self._parse_float(self.length_input.text()), + "current_segment": current_segment, + "design_mode": self.design_combo.currentText(), + "girder_type": self.type_combo.currentText(), + "symmetry": self.symmetry_combo.currentText(), + "torsional_restraint": self.torsion_combo.currentText(), + "warping_restraint": self.warping_combo.currentText(), + "web_type": self.web_type_combo.currentText(), + "rolled_section": self.is_section_combo.currentText(), + "welded_inputs": welded_inputs, + "segment_chain": { + girder: [ + {"id": seg.get("id"), "start": seg.get("start"), "end": seg.get("end")} + for seg in segments + ] + for girder, segments in self.segment_chain.items() + }, + # Per-member saved Section Inputs keyed by girder/member_id. + "member_states": self._member_state, + "section_properties": properties_snapshot, + } + + def restore_data(self, data: dict) -> None: + """Restore previously saved girder details. + + This is used by the Additional Inputs dialog to persist Member Properties + (including segment chains) across dialog reopen. + + Args: + data: Dict as returned by collect_data() (or compatible). + """ + if not isinstance(data, dict): + return + + # Restore total span early so segment normalization uses the right length. + total_span = data.get("total_span_m") + if total_span is not None and hasattr(self, "length_input") and self.length_input is not None: + try: + self._set_line_edit_value(self.length_input, float(total_span)) + except Exception: + # Some callers may store this as an empty string. + try: + text = str(total_span).strip() + if text: + self.length_input.setText(text) + except Exception: + pass + + segment_chain = data.get("segment_chain") + if isinstance(segment_chain, dict) and segment_chain: + # Normalize segment records to {id,start,end}. + normalized = {} + for girder, segments in segment_chain.items(): + if not isinstance(segments, list): + continue + seg_list = [] + for seg in segments: + if not isinstance(seg, dict): + continue + seg_list.append( + { + "id": str(seg.get("id") or "").strip() or None, + "start": float(seg.get("start") or 0.0), + "end": float(seg.get("end") or 0.0), + } + ) + if seg_list: + normalized[str(girder)] = seg_list + if normalized: + self.segment_chain = normalized + + member_states = data.get("member_states") + if isinstance(member_states, dict): + self._member_state = member_states + + # Restore current girder + current segment, then refresh dependent UI. + selected_girder = str(data.get("selected_girder") or data.get("selected_girders", [""])[0] or "").strip() + if selected_girder and selected_girder in self.available_girders: + self._current_girder = selected_girder + + # Update dropdown and segment list. + if self.girder_dropdown is not None: + prev = self.girder_dropdown.blockSignals(True) + try: + if self.girder_dropdown.findText(self._current_girder) >= 0: + self.girder_dropdown.setCurrentText(self._current_girder) + finally: + self.girder_dropdown.blockSignals(prev) + + self._refresh_segment_list(self._current_girder) + self._refresh_member_id_combo() + + # Try to restore the previously active segment. + target_index = 0 + current_segment = data.get("current_segment") + if isinstance(current_segment, dict): + target_id = str(current_segment.get("id") or "").strip() + if target_id: + segments = self._ensure_girder_segments(self._current_girder) + for idx, seg in enumerate(segments): + if str(seg.get("id") or "").strip() == target_id: + target_index = idx + break + self._select_segment_index(int(target_index)) + + # ===== Public helpers for other Member Properties tabs ===== + + def list_all_member_ids(self) -> List[str]: + """Return all current member IDs (segments) across all available girders.""" + member_ids: List[str] = [] + for girder in self.available_girders: + segments = self._ensure_girder_segments(girder) + for seg in segments: + seg_id = str(seg.get("id") or "").strip() + if seg_id: + member_ids.append(seg_id) + return member_ids + + def is_member_optimized(self, member_id: str) -> bool: + """True if the given member is set to Optimized design in Girder Details.""" + member_id = str(member_id or "").strip() + if not member_id: + return False + + girder, _idx = self._split_member_id(member_id) + + # If the requested member is currently active, reflect the live UI. + try: + current_girder, current_member_id = self._current_member_key() + if current_girder == girder and current_member_id == member_id: + return (self.design_combo.currentText() if hasattr(self, "design_combo") else "") == "Optimized" + except Exception: + pass + + stored = (self._member_state.get(girder) or {}).get(member_id) or {} + design = ((stored.get("inputs") or {}).get("design") or "").strip() + if design: + return design == "Optimized" + + def get_member_section_dimensions(self, member_id: str) -> Optional[dict]: + """Return basic section dimensions for the given member. + + Output keys: top_flange_width_mm, bottom_flange_width_mm, web_thickness_mm. + """ + member_id = str(member_id or "").strip() + if not member_id: + return None + + girder, _idx = self._split_member_id(member_id) + + inputs = None + try: + current_girder, current_member_id = self._current_member_key() + if current_girder == girder and current_member_id == member_id: + inputs = (self._capture_member_state() or {}).get("inputs") + except Exception: + inputs = None + + if inputs is None: + stored = (self._member_state.get(girder) or {}).get(member_id) or {} + inputs = (stored.get("inputs") or {}) + + return self._compute_section_dimensions_from_inputs(inputs) + + def _compute_section_dimensions_from_inputs(self, inputs: dict) -> Optional[dict]: + if not isinstance(inputs, dict): + return None + + section_type = str(inputs.get("type") or "").strip().lower() + if section_type == "welded": + depth = self._parse_float(inputs.get("total_depth")) + top_width = self._parse_float(inputs.get("top_width")) + bottom_width = self._parse_float(inputs.get("bottom_width")) or top_width + + if not depth or not top_width or not bottom_width: + return None + + web_thickness = None + if str(inputs.get("web_thickness") or "").strip().lower() == "custom": + web_thickness = self._parse_float(inputs.get("web_thickness_value")) + + if not web_thickness: + web_thickness = max(8.0, depth * 0.02) + + return { + "top_flange_width_mm": top_width, + "bottom_flange_width_mm": bottom_width, + "web_thickness_mm": web_thickness, + } + + designation = str(inputs.get("is_section") or "").strip() + if not designation: + return None + + beam = girder_properties.get_beam_profile(designation) + outline = girder_properties.get_rolled_section(designation) if beam is None else None + if beam: + return { + "top_flange_width_mm": float(beam.flange_width_mm), + "bottom_flange_width_mm": float(beam.flange_width_mm), + "web_thickness_mm": float(beam.web_thickness_mm), + } + if outline: + return { + "top_flange_width_mm": float(outline.get("top_flange_width_mm") or 0.0), + "bottom_flange_width_mm": float(outline.get("bottom_flange_width_mm") or 0.0), + "web_thickness_mm": float(outline.get("web_thickness_mm") or 0.0), + } + return None + + # Fallback: if the member hasn't been visited/saved yet, do NOT inherit + # whatever the currently active member is set to. New/unvisited members + # should behave like the UI default (Optimized) until explicitly changed. try: - count_int = int(max(1, count)) + template = getattr(self, "_default_member_state", None) or {} + default_design = str(((template.get("inputs") or {}).get("design") or "")).strip() + if default_design: + return default_design == "Optimized" except Exception: - count_int = 1 - self.girder_count = count_int - self._populate_girder_lists() - self._populate_member_list() - - def _apply_mode_states(self): - def sync_pair(mode_name, value_name, opt_placeholder=None, custom_label=None): - mode_widget = self.widgets.get(mode_name) - value_widget = self.widgets.get(value_name) - if mode_widget and value_widget: - self._sync_mode_field(mode_widget, value_widget, optimized_placeholder=opt_placeholder, custom_label=custom_label) - - sync_pair("depth_mode_combo", "depth_input", opt_placeholder="Auto") - sync_pair("top_width_mode_combo", "top_width_input", opt_placeholder="Auto") - sync_pair("bottom_width_mode_combo", "bottom_width_input", opt_placeholder="Auto") - sync_pair("top_thickness_mode_combo", "top_thickness_input", custom_label="Custom") - sync_pair("bottom_thickness_mode_combo", "bottom_thickness_input", custom_label="Custom") - sync_pair("web_thickness_mode_combo", "web_thickness_input", custom_label="Custom") + pass + return True diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/stiffener_details_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/stiffener_details_tab.py index 4ce85b0f7..82fff7d4b 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/stiffener_details_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/stiffener_details_tab.py @@ -1,29 +1,52 @@ -"""Auto-generated tab module extracted from additional_inputs.""" -import sys -import os +"""Stiffener Details tab. + +This tab is part of Member Properties (Section Properties) and stores inputs per girder member. +""" + +from __future__ import annotations + +from typing import Dict, Optional + +from PySide6.QtCore import Qt +from PySide6.QtGui import QIntValidator from PySide6.QtWidgets import ( - QWidget, QVBoxLayout, QHBoxLayout, QTabWidget, QTabBar, QLabel, QLineEdit, - QComboBox, QGroupBox, QFormLayout, QPushButton, QScrollArea, - QCheckBox, QMessageBox, QSizePolicy, QSpacerItem, QStackedWidget, - QFrame, QGridLayout, QTableWidget, QTableWidgetItem, QHeaderView, - QTextEdit, QDialog, QSizePolicy, QSizeGrip + QComboBox, + QFrame, + QGridLayout, + QHBoxLayout, + QLabel, + QLineEdit, + QMessageBox, + QPushButton, + QScrollArea, + QSizePolicy, + QTextEdit, + QVBoxLayout, + QWidget, ) -from PySide6.QtCore import Qt, Signal, QSize -from PySide6.QtGui import QDoubleValidator, QIntValidator -from osdagbridge.core.utils.common import * -from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar +from osdagbridge.core.utils.common import VALUES_YES_NO, VALUES_STIFFENER_DESIGN from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style -from osdagbridge.desktop.ui.dialogs.tabs.optimizable_field import OptimizableField + +OUTSTAND_DEFAULT_TEXT = "NA" +VALUES_BEARING_STIFFENER_COUNT = ["1", "2", "3", "4"] +VALUES_STIFFENER_THICKNESS_MODE = ["All", "Customized"] +VALUES_LONGITUDINAL_STIFFENER = ["No", "Yes and 1 stiffener", "Yes and 2 stiffeners"] class StiffenerDetailsTab(QWidget): """Tab for Stiffener Details with compact layout""" def __init__(self, parent=None): super().__init__(parent) + self._girder_details_tab = None + self._state_by_member: Dict[str, dict] = {} + self._active_member_id: Optional[str] = None + self._is_loading_ui: bool = False self.init_ui() def init_ui(self): + combo_width = 190 # keep all combo boxes strictly same width + main_layout = QVBoxLayout(self) main_layout.setContentsMargins(0, 0, 0, 0) main_layout.setSpacing(0) @@ -62,19 +85,34 @@ def init_ui(self): girder_row.setContentsMargins(0, 0, 0, 0) girder_row.setSpacing(10) - girder_label = QLabel("Select Girder Member:") + girder_label = QLabel("Select Member ID:") girder_label.setStyleSheet("font-size: 11px; font-weight: 600; color: #3a3a3a; border: none;") girder_row.addWidget(girder_label) self.girder_member_combo = QComboBox() - self.girder_member_combo.addItems(["G1-1", "G1-2", "G1-3", "All"]) apply_field_style(self.girder_member_combo) - self.girder_member_combo.setFixedWidth(190) + self.girder_member_combo.setFixedWidth(combo_width) self.girder_member_combo.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) girder_row.addWidget(self.girder_member_combo, 1) left_layout.addLayout(girder_row) + action_row = QHBoxLayout() + action_row.setContentsMargins(0, 0, 0, 0) + action_row.setSpacing(8) + self.apply_to_all_btn = QPushButton("Apply changes to all custom") + self.apply_to_all_btn.setFixedHeight(26) + self.apply_to_all_btn.setStyleSheet( + "QPushButton { background: #ffffff; border: 1px solid #cfcfcf; border-radius: 6px; " + "padding: 4px 10px; font-size: 11px; color: #2b2b2b; }" + "QPushButton:hover { border-color: #90AF13; }" + "QPushButton:pressed { background: #f0f0f0; }" + "QPushButton:disabled { color: #8a8a8a; }" + ) + action_row.addStretch(1) + action_row.addWidget(self.apply_to_all_btn) + left_layout.addLayout(action_row) + stiffener_heading = QLabel("Stiffener Inputs") stiffener_heading.setStyleSheet("font-size: 11px; font-weight: 700; color: #000000; border: none; margin-top: 4px;") left_layout.addWidget(stiffener_heading) @@ -83,37 +121,84 @@ def init_ui(self): inputs_grid.setContentsMargins(0, 0, 0, 0) inputs_grid.setHorizontalSpacing(12) inputs_grid.setVerticalSpacing(10) - inputs_grid.setColumnMinimumWidth(0, 180) + inputs_grid.setColumnMinimumWidth(0, 220) inputs_grid.setColumnStretch(0, 0) inputs_grid.setColumnStretch(1, 1) + self.bearing_count_combo = QComboBox() + self.bearing_count_combo.addItems(VALUES_BEARING_STIFFENER_COUNT) + apply_field_style(self.bearing_count_combo) + self.bearing_count_combo.setFixedWidth(combo_width) + self.bearing_count_combo.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + row = self._add_form_row( + inputs_grid, + 0, + "No. of Bearing Stiffeners at each end (on one side only):", + self.bearing_count_combo, + ) + + self.bearing_thick_combo = QComboBox() + self.bearing_thick_combo.addItems(VALUES_STIFFENER_THICKNESS_MODE) + apply_field_style(self.bearing_thick_combo) + self.bearing_thick_combo.setFixedWidth(combo_width) + self.bearing_thick_combo.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + row = self._add_form_row(inputs_grid, row, "Bearing Stiffener Thickness (mm):", self.bearing_thick_combo) + + self.bearing_outstand_input = QTextEdit() + self.bearing_outstand_input.setReadOnly(True) + self.bearing_outstand_input.setText(OUTSTAND_DEFAULT_TEXT) + self.bearing_outstand_input.setFixedHeight(34) + self.bearing_outstand_input.setFixedWidth(combo_width) + self.bearing_outstand_input.setStyleSheet( + "QTextEdit { border: 1px solid #d0d0d0; border-radius: 6px; background: #ffffff; " + "color: #5b5b5b; font-size: 11px; }" + ) + row = self._add_form_row(inputs_grid, row, "Outstand of Bearing Stiffener (mm):", self.bearing_outstand_input) + self.intermediate_combo = QComboBox() - self.intermediate_combo.addItems(["No", "Yes - At Supports", "Yes - Spaced"]) + self.intermediate_combo.addItems(VALUES_YES_NO) apply_field_style(self.intermediate_combo) - row = self._add_form_row(inputs_grid, 0, "Intermediate Stiffener:", self.intermediate_combo) + self.intermediate_combo.setFixedWidth(combo_width) + self.intermediate_combo.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + row = self._add_form_row(inputs_grid, row, "Intermediate Stiffener:", self.intermediate_combo) + + self.intermediate_spacing_input = QLineEdit() + self.intermediate_spacing_input.setValidator(QIntValidator(1, 10**9, self.intermediate_spacing_input)) + apply_field_style(self.intermediate_spacing_input) + self.intermediate_spacing_input.setPlaceholderText("NA") + row = self._add_form_row(inputs_grid, row, "Intermediate Stiffener Spacing:", self.intermediate_spacing_input) - self.spacing_field = OptimizableField("Intermediate Stiffener Spacing") - self.spacing_field.mode_combo.clear() - self.spacing_field.mode_combo.addItems(["NA", "Optimized", "Customized"]) - self.spacing_field.on_mode_changed(self.spacing_field.mode_combo.currentText()) - self._prepare_optimizable_field(self.spacing_field) - row = self._add_form_row(inputs_grid, row, "Intermediate Stiffener Spacing:", self.spacing_field) + self.intermediate_thick_combo = QComboBox() + self.intermediate_thick_combo.addItems(VALUES_STIFFENER_THICKNESS_MODE) + apply_field_style(self.intermediate_thick_combo) + self.intermediate_thick_combo.setFixedWidth(combo_width) + self.intermediate_thick_combo.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + row = self._add_form_row(inputs_grid, row, "Intermediate Stiffener Thickness (mm):", self.intermediate_thick_combo) + + self.intermediate_outstand_input = QTextEdit() + self.intermediate_outstand_input.setReadOnly(True) + self.intermediate_outstand_input.setText(OUTSTAND_DEFAULT_TEXT) + self.intermediate_outstand_input.setFixedHeight(34) + self.intermediate_outstand_input.setFixedWidth(combo_width) + self.intermediate_outstand_input.setStyleSheet( + "QTextEdit { border: 1px solid #d0d0d0; border-radius: 6px; background: #ffffff; " + "color: #5b5b5b; font-size: 11px; }" + ) + row = self._add_form_row(inputs_grid, row, "Outstand of Intermediate Stiffener (mm):", self.intermediate_outstand_input) self.longitudinal_combo = QComboBox() - self.longitudinal_combo.addItems(["None", "Yes and 1 stiffener", "Yes and 2 stiffeners"]) + self.longitudinal_combo.addItems(VALUES_LONGITUDINAL_STIFFENER) apply_field_style(self.longitudinal_combo) + self.longitudinal_combo.setFixedWidth(combo_width) + self.longitudinal_combo.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) row = self._add_form_row(inputs_grid, row, "Longitudinal Stiffener:", self.longitudinal_combo) - self.intermediate_thick_combo = QComboBox() - self.intermediate_thick_combo.addItems(["All", "Custom"]) - apply_field_style(self.intermediate_thick_combo) - row = self._add_form_row(inputs_grid, row, "Intermediate Stiffener Thickness:", self.intermediate_thick_combo) - self.long_thick_combo = QComboBox() - self.long_thick_combo.addItems(["All", "Custom"]) - self.long_thick_combo.setEnabled(False) + self.long_thick_combo.addItems(VALUES_STIFFENER_THICKNESS_MODE) apply_field_style(self.long_thick_combo) - row = self._add_form_row(inputs_grid, row, "Longitudinal Stiffener Thickness:", self.long_thick_combo) + self.long_thick_combo.setFixedWidth(combo_width) + self.long_thick_combo.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + row = self._add_form_row(inputs_grid, row, "Longitudinal Stiffener Thickness (mm):", self.long_thick_combo) left_layout.addLayout(inputs_grid) @@ -130,6 +215,8 @@ def init_ui(self): self.method_combo = QComboBox() self.method_combo.addItems(VALUES_STIFFENER_DESIGN) apply_field_style(self.method_combo) + self.method_combo.setFixedWidth(combo_width) + self.method_combo.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) self._add_form_row(buckling_grid, 0, "Shear Buckling Design Method:", self.method_combo) left_layout.addLayout(buckling_grid) @@ -177,7 +264,21 @@ def init_ui(self): # Signals - self.longitudinal_combo.currentTextChanged.connect(self.on_longitudinal_changed) + self.girder_member_combo.currentTextChanged.connect(self._on_member_changed) + self.bearing_count_combo.currentTextChanged.connect(self._on_any_input_changed) + self.bearing_thick_combo.currentTextChanged.connect(self._on_any_input_changed) + self.intermediate_combo.currentTextChanged.connect(self._on_intermediate_changed) + self.longitudinal_combo.currentTextChanged.connect(self._on_longitudinal_changed) + self.intermediate_spacing_input.textChanged.connect(self._on_any_input_changed) + self.intermediate_thick_combo.currentTextChanged.connect(self._on_any_input_changed) + self.long_thick_combo.currentTextChanged.connect(self._on_any_input_changed) + self.method_combo.currentTextChanged.connect(self._on_any_input_changed) + self.apply_to_all_btn.clicked.connect(self._apply_current_to_all_members) + + # Defaults + self._on_intermediate_changed(self.intermediate_combo.currentText()) + self._on_longitudinal_changed(self.longitudinal_combo.currentText()) + self.refresh_girder_members() def _create_card_frame(self): card = QFrame() @@ -189,21 +290,349 @@ def _create_card_frame(self): def _create_label(self, text): label = QLabel(text) label.setStyleSheet("font-size: 11px; color: #3a3a3a; border: none;") + label.setWordWrap(True) return label def _add_form_row(self, layout, row, text, widget): label = self._create_label(text) layout.addWidget(label, row, 0, Qt.AlignLeft | Qt.AlignVCenter) - widget.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) + # Respect fixed-width widgets (e.g., combo boxes) so all fields remain uniform. + try: + fixed_width = widget.minimumWidth() == widget.maximumWidth() and widget.minimumWidth() > 0 + except Exception: + fixed_width = False + if fixed_width: + widget.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + else: + widget.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) layout.addWidget(widget, row, 1) return row + 1 - def _prepare_optimizable_field(self, field): - field.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) - apply_field_style(field.mode_combo) - apply_field_style(field.input_field) + def bind_girder_details_tab(self, girder_details_tab) -> None: + """Bind to the Girder Details tab to populate members and detect optimized members.""" + self._girder_details_tab = girder_details_tab + self.refresh_girder_members() + + def refresh_girder_members(self) -> None: + """Refresh the Select Girder Member dropdown from Girder Details segment chains.""" + # Persist any in-progress edits before rebuilding the member list. + self._store_current_member_state() + + members = [] + if self._girder_details_tab is not None and hasattr(self._girder_details_tab, "list_all_member_ids"): + try: + members = list(self._girder_details_tab.list_all_member_ids() or []) + except Exception: + members = [] + + # Fall back to a sane default when Girder Details is not bound yet. + if not members: + members = ["G1-1"] + + previous = self.girder_member_combo.blockSignals(True) + try: + current = self.girder_member_combo.currentText().strip() + self.girder_member_combo.clear() + for member_id in members: + self.girder_member_combo.addItem(str(member_id), str(member_id)) + # Default should show the very first girder member. + target = current if current in members else members[0] + self.girder_member_combo.setCurrentText(target) + finally: + self.girder_member_combo.blockSignals(previous) + + # Ensure state exists and UI is synced to the active selection. + self._on_member_changed(self.girder_member_combo.currentText()) + + def validate(self) -> None: + """Validate current stored inputs before saving the dialog.""" + self._store_current_member_state() + for member_id, state in self._state_by_member.items(): + if self._is_member_optimized(member_id): + continue + if state.get("intermediate_stiffener") == "Yes": + spacing = str(state.get("intermediate_spacing_mm") or "").strip() + if not spacing.isdigit() or int(spacing) <= 0: + # Guide the user to the offending member + field. + try: + self.girder_member_combo.setCurrentText(str(member_id)) + except Exception: + pass + try: + self.intermediate_spacing_input.setFocus() + self.intermediate_spacing_input.selectAll() + except Exception: + pass + raise ValueError( + f"Intermediate Stiffener Spacing (mm) is required for member '{member_id}' when Intermediate Stiffener is Yes." + ) + + def collect_data(self) -> dict: + self._store_current_member_state() + # Ensure all current members get a state entry so save/restore is consistent. + for member_id in self._list_current_member_ids(): + if member_id not in self._state_by_member: + self._state_by_member[member_id] = dict(self._default_member_state()) + return { + "stiffener_by_member": dict(self._state_by_member), + } + + def reset_defaults(self) -> None: + """Reset UI + per-member stored values to the initial defaults.""" + self._state_by_member.clear() + self._active_member_id = None + + # Refresh members first (depends on Girder Details). + try: + self.refresh_girder_members() + except Exception: + pass + + # Force UI to default member state for current selection. + member_id = (self.girder_member_combo.currentText() or "").strip() + if member_id: + self._active_member_id = member_id + self._load_member_state(member_id) + + def restore_data(self, data: dict) -> None: + """Restore previously saved stiffener inputs. + + Args: + data: Dict as returned by collect_data() (or compatible). + """ + if not isinstance(data, dict): + return + restored = data.get("stiffener_by_member", {}) + if not isinstance(restored, dict): + restored = {} + # Replace the per-member state and refresh UI. + self._state_by_member = dict(restored) + try: + self.refresh_girder_members() + except Exception: + pass + + def showEvent(self, event): # noqa: N802 (Qt naming) + super().showEvent(event) + # When the tab becomes visible, refresh member list in case girder segments changed. + self.refresh_girder_members() + + def _default_member_state(self) -> dict: + return { + "bearing_stiffeners_each_end": "2", + "bearing_thickness_mode": "All", + "bearing_outstand_mm": OUTSTAND_DEFAULT_TEXT, + "intermediate_stiffener": "No", + "intermediate_spacing_mm": "NA", + "intermediate_outstand_mm": OUTSTAND_DEFAULT_TEXT, + "longitudinal_stiffener": "Yes and 1 stiffener", + "intermediate_thickness_mode": "All", + "longitudinal_thickness_mode": "All", + "shear_buckling_method": VALUES_STIFFENER_DESIGN[0] if VALUES_STIFFENER_DESIGN else "", + } + + def _store_current_member_state(self) -> None: + if self._is_loading_ui: + return + if not self._active_member_id: + return + self._state_by_member[self._active_member_id] = { + "bearing_stiffeners_each_end": self.bearing_count_combo.currentText(), + "bearing_thickness_mode": self.bearing_thick_combo.currentText(), + "bearing_outstand_mm": self.bearing_outstand_input.toPlainText().strip(), + "intermediate_stiffener": self.intermediate_combo.currentText(), + "intermediate_spacing_mm": self.intermediate_spacing_input.text().strip(), + "intermediate_outstand_mm": self.intermediate_outstand_input.toPlainText().strip(), + "longitudinal_stiffener": self.longitudinal_combo.currentText(), + "intermediate_thickness_mode": self.intermediate_thick_combo.currentText(), + "longitudinal_thickness_mode": self.long_thick_combo.currentText(), + "shear_buckling_method": self.method_combo.currentText(), + } + + def _load_member_state(self, member_id: str) -> None: + # Ensure every member has a state entry. + if member_id not in self._state_by_member: + self._state_by_member[member_id] = dict(self._default_member_state()) + state = dict(self._state_by_member.get(member_id) or self._default_member_state()) + + self._is_loading_ui = True + + block_a = self.intermediate_combo.blockSignals(True) + block_b = self.longitudinal_combo.blockSignals(True) + block_c = self.method_combo.blockSignals(True) + try: + self.intermediate_combo.setCurrentText(state.get("intermediate_stiffener", "No")) + self.longitudinal_combo.setCurrentText(state.get("longitudinal_stiffener", "Yes and 1 stiffener")) + self.intermediate_thick_combo.setCurrentText(state.get("intermediate_thickness_mode", "All")) + self.long_thick_combo.setCurrentText(state.get("longitudinal_thickness_mode", "All")) + self.method_combo.setCurrentText(state.get("shear_buckling_method", self.method_combo.itemText(0))) + + self.bearing_count_combo.setCurrentText(state.get("bearing_stiffeners_each_end", "2")) + self.bearing_thick_combo.setCurrentText(state.get("bearing_thickness_mode", "All")) + self.bearing_outstand_input.setText(state.get("bearing_outstand_mm", OUTSTAND_DEFAULT_TEXT)) + self.intermediate_outstand_input.setText(state.get("intermediate_outstand_mm", OUTSTAND_DEFAULT_TEXT)) + + # spacing text is managed by _on_intermediate_changed + self.intermediate_spacing_input.setText(str(state.get("intermediate_spacing_mm", "NA"))) + finally: + self.intermediate_combo.blockSignals(block_a) + self.longitudinal_combo.blockSignals(block_b) + self.method_combo.blockSignals(block_c) + self._is_loading_ui = False + + self._on_intermediate_changed(self.intermediate_combo.currentText()) + self._on_longitudinal_changed(self.longitudinal_combo.currentText()) + self._update_outstand_fields(member_id) + self._refresh_enabled_state(member_id) + # Keep in-memory state synced even when user only edits a single member. + self._store_current_member_state() + + def _on_member_changed(self, member_id: str) -> None: + member_id = str(member_id or "").strip() + if not member_id: + return + + if self._active_member_id and self._active_member_id != member_id: + self._store_current_member_state() + + self._active_member_id = member_id + self._load_member_state(member_id) + + def _on_any_input_changed(self, *_args) -> None: + """Persist UI edits into per-member state as the user types/selects.""" + self._store_current_member_state() + + def _update_outstand_fields(self, member_id: str) -> None: + computed = self._compute_outstand_value(member_id) + value = computed if computed is not None else OUTSTAND_DEFAULT_TEXT + prev_a = self.bearing_outstand_input.blockSignals(True) + prev_b = self.intermediate_outstand_input.blockSignals(True) + try: + self.bearing_outstand_input.setText(value) + self.intermediate_outstand_input.setText(value) + finally: + self.bearing_outstand_input.blockSignals(prev_a) + self.intermediate_outstand_input.blockSignals(prev_b) + + def _compute_outstand_value(self, member_id: str) -> Optional[str]: + if self._girder_details_tab is None: + return None + if not hasattr(self._girder_details_tab, "get_member_section_dimensions"): + return None + + dims = None + try: + dims = self._girder_details_tab.get_member_section_dimensions(member_id) + except Exception: + dims = None + + if not isinstance(dims, dict): + return None + + try: + top_width = float(dims.get("top_flange_width_mm") or 0.0) + bottom_width = float(dims.get("bottom_flange_width_mm") or 0.0) + web_thickness = float(dims.get("web_thickness_mm") or 0.0) + except (TypeError, ValueError): + return None + + if top_width <= 0 or bottom_width <= 0 or web_thickness <= 0: + return None + + outstand = (min(top_width, bottom_width) - web_thickness) / 2.0 + if outstand <= 0: + return None + + text = f"{outstand:.3f}".rstrip("0").rstrip(".") + return text or None + + def _on_intermediate_changed(self, text: str) -> None: + is_yes = str(text).strip().startswith("Yes") + if not is_yes: + prev = self.intermediate_spacing_input.blockSignals(True) + try: + self.intermediate_spacing_input.setText("NA") + finally: + self.intermediate_spacing_input.blockSignals(prev) + # Reset dependent selections when not applicable. + prev_mode = self.intermediate_thick_combo.blockSignals(True) + try: + self.intermediate_thick_combo.setCurrentText("All") + finally: + self.intermediate_thick_combo.blockSignals(prev_mode) + else: + if self.intermediate_spacing_input.text().strip().upper() == "NA": + self.intermediate_spacing_input.clear() + self._refresh_enabled_state(self._active_member_id or "") + self._store_current_member_state() + + def _on_longitudinal_changed(self, text: str) -> None: + is_yes = str(text).strip() == "Yes" + if not is_yes: + prev_mode = self.long_thick_combo.blockSignals(True) + try: + self.long_thick_combo.setCurrentText("All") + finally: + self.long_thick_combo.blockSignals(prev_mode) + self._refresh_enabled_state(self._active_member_id or "") + self._store_current_member_state() + + def _is_member_optimized(self, member_id: str) -> bool: + if self._girder_details_tab is None: + return False + if hasattr(self._girder_details_tab, "is_member_optimized"): + try: + return bool(self._girder_details_tab.is_member_optimized(member_id)) + except Exception: + return False + return False + + def _refresh_enabled_state(self, member_id: str) -> None: + member_id = str(member_id or self._active_member_id or "").strip() + optimized = self._is_member_optimized(member_id) if member_id else False + + base_enabled = not optimized + self.bearing_count_combo.setEnabled(base_enabled) + self.bearing_thick_combo.setEnabled(base_enabled) + self.bearing_outstand_input.setEnabled(base_enabled) + self.intermediate_outstand_input.setEnabled(base_enabled) + self.intermediate_combo.setEnabled(base_enabled) + self.longitudinal_combo.setEnabled(base_enabled) + self.method_combo.setEnabled(base_enabled) + + intermediate_yes = self.intermediate_combo.currentText().strip() == "Yes" + longitudinal_yes = self.longitudinal_combo.currentText().strip().startswith("Yes") + + self.intermediate_spacing_input.setEnabled(base_enabled and intermediate_yes) + self.intermediate_thick_combo.setEnabled(base_enabled and intermediate_yes) + self.long_thick_combo.setEnabled(base_enabled and longitudinal_yes) + + # If optimized, applying changes makes no sense. + self.apply_to_all_btn.setEnabled(base_enabled) + + def _list_current_member_ids(self) -> list[str]: + members: list[str] = [] + for i in range(self.girder_member_combo.count()): + try: + members.append(str(self.girder_member_combo.itemText(i)).strip()) + except Exception: + continue + return [m for m in members if m] + + def _apply_current_to_all_members(self) -> None: + """Copy the currently selected member's inputs to all members.""" + self._store_current_member_state() + if not self._active_member_id: + return + + template = dict(self._state_by_member.get(self._active_member_id) or self._default_member_state()) + for member_id in self._list_current_member_ids(): + if self._is_member_optimized(member_id): + continue + self._state_by_member[member_id] = dict(template) + + # Re-load to ensure the UI reflects the stored state for the active member. + self._load_member_state(self._active_member_id) + - def on_longitudinal_changed(self, text): - has_longitudinal = text.lower().startswith("yes") - self.long_thick_combo.setEnabled(has_longitudinal) diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py b/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py index 5b22a0e3a..908ded84d 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py @@ -875,6 +875,23 @@ def _solve_layout(self, changed_field="width"): old_overhang = overhang_input old_spacing = spacing_input + # If the selected number of girders cannot fit within the current + # overall bridge width, clamp to the maximum feasible count. + # With minimum spacing and non-negative overhang: + # overall_width >= (n-1) * spacing_min => n_max = floor(overall_width/spacing_min) + 1 + try: + spacing_min = float(spacing_bounds[0]) + except Exception: + spacing_min = 1.0 + if spacing_min <= 0: + spacing_min = 1.0 + n_max = int(math.floor((overall_width + 1e-9) / spacing_min) + 1) + n_max = max(2, n_max) + if n > n_max: + # Clamp and proceed with a valid solution rather than leaving + # the UI with an impossible n value. + n = n_max + # For n >= 2: overall_width = 2*overhang + (n-1)*spacing # Keep n fixed, try to find spacing and overhang such that overhang is in ideal range # Ideal overhang = 0.35 to 0.5 of spacing @@ -895,7 +912,24 @@ def _solve_layout(self, changed_field="width"): # Check if overhang is within valid range if overhang_use < o_min - 1e-6 or overhang_use > o_max + 1e-6: - show_warning(self, "Layout", "Cannot satisfy constraints with the selected number of girders.") + show_warning( + self, + "Layout", + "Cannot satisfy constraints with the selected number of girders. " + f"For the current overall width ({overall_width:.2f} m) and minimum spacing ({spacing_min:.2f} m), " + f"maximum feasible girders is {n_max}.", + ) + # Revert to a safe fallback (previous value if available, else 2) + fallback_n = int(getattr(self, "_last_girders_value", 2) or 2) + fallback_n = max(2, min(fallback_n, n_max)) + pick = self._pick_n_for_spacing(overall_width, spacing_use, spacing_bounds) + if pick: + _, fallback_n2, spacing_f, overhang_f = pick + fallback_n = max(2, min(int(fallback_n2), n_max)) + self._set_layout_fields(spacing_f, overhang_f, fallback_n) + else: + self._set_layout_fields(self._clamp(spacing_use, *spacing_bounds), self._clamp(max(0.0, overhang_use), o_min, o_max), fallback_n) + self._update_overall_bridge_width_display() return self._set_layout_fields(spacing_use, overhang_use, n) @@ -904,6 +938,8 @@ def _solve_layout(self, changed_field="width"): reason_parts.append(f"spacing {old_spacing:.2f}→{spacing_use:.2f}") if abs(overhang_use - old_overhang) > 1e-6: reason_parts.append(f"overhang {old_overhang:.2f}→{overhang_use:.2f}") + if girders_input is not None and n != girders_input: + reason_parts.append(f"girders {girders_input}→{n}") # Check if overhang exceeds girder spacing and show warning warning_msg = None diff --git a/src/osdagbridge/desktop/ui/docks/input_dock.py b/src/osdagbridge/desktop/ui/docks/input_dock.py index 6a2465d11..4d4e620f9 100644 --- a/src/osdagbridge/desktop/ui/docks/input_dock.py +++ b/src/osdagbridge/desktop/ui/docks/input_dock.py @@ -2,7 +2,7 @@ import sys import os import math -import sqlite3 +import json from PySide6.QtWidgets import ( QApplication, QWidget, QHBoxLayout, QVBoxLayout, QPushButton, QComboBox, QScrollArea, QLabel, QLineEdit, QGroupBox, QSizePolicy, QMessageBox, QDialog, QCheckBox, QFrame, @@ -34,6 +34,7 @@ def __init__(self, backend, parent): self.backend = backend self.input_widget = None self.structure_type_combo = None + self.structure_note = None self.project_location_combo = None self.custom_location_input = None self.include_median_combo = None @@ -47,6 +48,15 @@ def __init__(self, backend, parent): self.scroll_area = None self.is_locked = False + # Saved session snapshots. + self._basic_inputs_saved_list: list[dict] = [] + self._additional_inputs_saved_list: list[dict] = [] + self._final_inputs_saved_list: list[dict] = [] + + # Bottom action buttons (wired in build_left_panel). + self.save_input_btn = None + self.design_btn = None + self.setStyleSheet("background: transparent;") self.main_layout = QHBoxLayout(self) self.main_layout.setContentsMargins(0, 0, 0, 0) @@ -54,6 +64,13 @@ def __init__(self, backend, parent): self.left_container = QWidget() + # Get input fields from backend + # Prime backend defaults once per session (safe no-op if not implemented). + try: + if hasattr(self.backend, "prime_defaults_from_definitions"): + self.backend.prime_defaults_from_definitions() + except Exception: + pass input_field_list = self.backend.input_values() self.build_left_panel(input_field_list) @@ -416,576 +433,11 @@ def build_left_panel(self, field_list): group_container_layout = QVBoxLayout(group_container) group_container_layout.setContentsMargins(0, 0, 0, 0) group_container_layout.setSpacing(12) - - - # === Type of Structure Box === - type_box = QGroupBox("Type of Structure") - type_box.setStyleSheet(""" - QGroupBox { - border: 1px solid #90AF13; - border-radius: 4px; - background-color: white; - padding: 8px; - margin-top: 12px; - font-size: 10px; - font-weight: bold; - color: #333; - } - QGroupBox::title { - subcontrol-origin: margin; - subcontrol-position: top left; - left: 8px; - padding: 0 4px; - margin-top: 4px; - background-color: white; - color: #333; - } - """) - type_box_layout = QVBoxLayout(type_box) - type_box_layout.setContentsMargins(8, 8, 8, 8) - type_box_layout.setSpacing(8) - - # Type of Structure field - type_row = QHBoxLayout() - type_field_label = QLabel("Type of Structure") - type_field_label.setStyleSheet(""" - QLabel { - color: #000000; - font-size: 12px; - background: transparent; - } - """) - type_field_label.setMinimumWidth(110) - - self.structure_type_combo = NoScrollComboBox() - self.structure_type_combo.setObjectName(KEY_STRUCTURE_TYPE) - apply_field_style(self.structure_type_combo) - self.structure_type_combo.addItems(VALUES_STRUCTURE_TYPE) - - type_row.addWidget(type_field_label) - type_row.addWidget(self.structure_type_combo, 1) - type_box_layout.addLayout(type_row) - - self.structure_note = QLabel("*Other structures not included") - self.structure_note.setStyleSheet(""" - QLabel { - color: #000000; - font-size: 12px; - background: transparent; - } - """) - self.structure_note.setVisible(False) - type_box_layout.addWidget(self.structure_note) - - self.structure_type_combo.currentTextChanged.connect(self.on_structure_type_changed) - group_container_layout.addWidget(type_box) - - # === Project Location Box === - location_box = QGroupBox() - location_box.setStyleSheet(""" - QGroupBox { - border: 1px solid #90AF13; - border-radius: 4px; - background-color: white; - padding: 8px; - margin-top: 12px; - } - """) - location_box_layout = QVBoxLayout(location_box) - location_box_layout.setContentsMargins(8, 8, 8, 8) - location_box_layout.setSpacing(8) - - loc_header = QHBoxLayout() - loc_title = QLabel("Project Location*") - loc_title.setStyleSheet(""" - QLabel { - color: #000000; - font-size: 12px; - background: transparent; - } - """) - loc_title.setMinimumWidth(110) - loc_header.addWidget(loc_title) - - add_here_btn = QPushButton("Add Here") - add_here_btn.setCursor(Qt.CursorShape.PointingHandCursor) - add_here_btn.setStyleSheet(""" - QPushButton { - background-color: #90AF13; - color: white; - font-weight: bold; - border: none; - border-radius: 4px; - padding: 8px 20px; - font-size: 11px; - min-width: 80px; - } - QPushButton:hover { - background-color: #7a9a12; - } - QPushButton:disabled{ - background: #D0D0D0; - color: #666; - } - - """) - add_here_btn.clicked.connect(self.show_project_location_dialog) - loc_header.addWidget(add_here_btn, 1) - location_box_layout.addLayout(loc_header) - group_container_layout.addWidget(location_box) - - # === Superstructure Section (Contains Everything) === - structure_group = QGroupBox() - structure_group.setStyleSheet(""" - QGroupBox { - border: 1px solid #90AF13; - border-radius: 5px; - margin-top: 0px; - padding-top: 5px; - background-color: white; - } - """) - structure_layout = QVBoxLayout() - structure_layout.setContentsMargins(10, 10, 10, 10) - structure_layout.setSpacing(10) - - # Header with title and collapse icon - struct_header = QHBoxLayout() - struct_title = QLabel("Superstructure") - struct_title.setStyleSheet("font-size: 13px; font-weight: bold; color: #333;") - struct_header.addWidget(struct_title) - struct_header.addStretch() - - # Collapse/expand toggle using SVG icon - toggle_btn = QPushButton() - toggle_btn.setCursor(Qt.CursorShape.PointingHandCursor) - toggle_btn.setCheckable(True) - toggle_btn.setChecked(True) - toggle_btn.setIcon(QIcon(":/vectors/arrow_up_light.svg")) - toggle_btn.setIconSize(QSize(20, 20)) - toggle_btn.setStyleSheet(""" - QPushButton { - background: transparent; - border: none; - padding: 2px; - } - QPushButton:hover { - background: transparent; - } - QPushButton:pressed { - background: transparent; - } - """) - struct_header.addWidget(toggle_btn) - - structure_layout.addLayout(struct_header) - - # body widget that contains everything inside the Superstructure and can be hidden - structure_body = QFrame() - structure_body.setFrameShape(QFrame.NoFrame) - structure_body_layout = QVBoxLayout(structure_body) - structure_body_layout.setContentsMargins(0, 0, 0, 0) - structure_body_layout.setSpacing(10) - structure_body.setVisible(True) - structure_layout.addWidget(structure_body) - - def _toggle_structure(checked): - # checked True means show body (open) - structure_body.setVisible(checked) - toggle_btn.setIcon(QIcon(":/vectors/arrow_up_light.svg" if checked else ":/vectors/arrow_down_light.svg")) - - toggle_btn.toggled.connect(_toggle_structure) - - # === Geometric Details Box === - geo_box = QGroupBox("Geometric Details") - geo_box.setStyleSheet(""" - QGroupBox { - border: 1px solid #90AF13; - border-radius: 4px; - background-color: white; - padding: 8px; - margin-top: 12px; - font-size: 10px; - font-weight: bold; - color: #333; - } - QGroupBox::title { - subcontrol-origin: margin; - subcontrol-position: top left; - left: 8px; - padding: 0 4px; - margin-top: 4px; - background-color: white; - color: #333; - } - """) - geo_box_layout = QVBoxLayout(geo_box) - geo_box_layout.setContentsMargins(8, 8, 8, 8) - geo_box_layout.setSpacing(8) - - # Span - span_row = QHBoxLayout() - span_label = QLabel("Span*") - span_label.setStyleSheet(""" - QLabel { - color: #000000; - font-size: 12px; - background: transparent; - } - """) - span_label.setMinimumWidth(110) - self.span_input = QLineEdit() - self.span_input.setObjectName(KEY_SPAN) - apply_field_style(self.span_input) - self.span_input.setValidator(QDoubleValidator(SPAN_MIN, SPAN_MAX, 2)) - self.span_input.setPlaceholderText(f"{SPAN_MIN}-{SPAN_MAX} m") - self.span_input.textChanged.connect(self.emit_value_changed) - span_row.addWidget(span_label) - span_row.addWidget(self.span_input, 1) - geo_box_layout.addLayout(span_row) - - # Carriageway Width - carriageway_row = QHBoxLayout() - carriageway_label = QLabel("Carriageway Width*") - carriageway_label.setStyleSheet(""" - QLabel { - color: #000000; - font-size: 12px; - background: transparent; - } - """) - carriageway_label.setMinimumWidth(110) - self.carriageway_input = QLineEdit() - self.carriageway_input.setObjectName(KEY_CARRIAGEWAY_WIDTH) - apply_field_style(self.carriageway_input) - self.carriageway_input.setValidator(QDoubleValidator(0.0, 100.0, 2)) - self.carriageway_input.editingFinished.connect(self.validate_carriageway_width) - self.carriageway_input.textChanged.connect(self.emit_value_changed) - carriageway_row.addWidget(carriageway_label) - carriageway_row.addWidget(self.carriageway_input, 1) - geo_box_layout.addLayout(carriageway_row) - - # Include Median option - median_row = QHBoxLayout() - median_row.setContentsMargins(0, 0, 0, 0) - median_row.setSpacing(8) - - median_label = QLabel("Include Median") - median_label.setStyleSheet(""" - QLabel { - color: #000000; - font-size: 12px; - background: transparent; - } - """) - median_label.setMinimumWidth(110) - median_row.addWidget(median_label) - - self.include_median_combo = NoScrollComboBox() - self.include_median_combo.addItems(["No", "Yes"]) - self.include_median_combo.setCurrentIndex(0) - self.include_median_combo.setObjectName(KEY_INCLUDE_MEDIAN) - apply_field_style(self.include_median_combo) - #self.include_median_combo.setMaximumWidth(110) - self.include_median_combo.currentTextChanged.connect(self.on_include_median_changed) - self.include_median_combo.currentTextChanged.connect(self.emit_value_changed) - median_row.addWidget(self.include_median_combo, 1) - median_row.addStretch() - geo_box_layout.addLayout(median_row) - self._update_carriageway_placeholder() - - # Footpath - footpath_row = QHBoxLayout() - footpath_label = QLabel("Footpath") - footpath_label.setStyleSheet(""" - QLabel { - color: #000000; - font-size: 12px; - background: transparent; - } - """) - footpath_label.setMinimumWidth(110) - self.footpath_combo = NoScrollComboBox() - self.footpath_combo.setObjectName("footpath") - apply_field_style(self.footpath_combo) - self.footpath_combo.addItems(VALUES_FOOTPATH) - self.footpath_combo.setCurrentIndex(0) - self.footpath_combo.currentTextChanged.connect(self.on_footpath_changed) - self.footpath_combo.currentTextChanged.connect(self.emit_value_changed) - footpath_row.addWidget(footpath_label) - footpath_row.addWidget(self.footpath_combo, 1) - geo_box_layout.addLayout(footpath_row) - - # Skew Angle - skew_row = QHBoxLayout() - skew_label = QLabel("Skew Angle") - skew_label.setStyleSheet(""" - QLabel { - color: #000000; - font-size: 12px; - background: transparent; - } - """) - skew_label.setMinimumWidth(110) - self.skew_input = QLineEdit() - self.skew_input.setObjectName(KEY_SKEW_ANGLE) - apply_field_style(self.skew_input) - self.skew_input.setValidator(QDoubleValidator(SKEW_ANGLE_MIN, SKEW_ANGLE_MAX, 1)) - #self.skew_input.setText(f"{str(SKEW_ANGLE_DEFAULT)}°") - self.skew_input.setPlaceholderText(f"{SKEW_ANGLE_MIN} - {SKEW_ANGLE_MAX}°") - self.skew_input.textChanged.connect(self.emit_value_changed) - skew_row.addWidget(skew_label) - skew_row.addWidget(self.skew_input, 1) - geo_box_layout.addLayout(skew_row) - - # Additional Geometry (inside Geometric Details) - add_geo_row = QHBoxLayout() - add_geo_label = QLabel("Additional Geometry") - add_geo_label.setStyleSheet(""" - QLabel { - color: #000000; - font-size: 12px; - background: transparent; - } - """) - add_geo_label.setMinimumWidth(110) - add_geo_row.addWidget(add_geo_label) - - modify_geo_btn = QPushButton("Modify Here") - modify_geo_btn.setCursor(Qt.CursorShape.PointingHandCursor) - modify_geo_btn.setStyleSheet(""" - QPushButton { - background-color: #90AF13; - color: white; - font-weight: bold; - border: none; - border-radius: 4px; - padding: 8px 20px; - font-size: 11px; - min-width: 80px; - } - QPushButton:hover { - background-color: #7a9a12; - } - QPushButton:disabled{ - background: #D0D0D0; - color: #666; - } - """) - modify_geo_btn.clicked.connect(self.show_additional_inputs) - add_geo_row.addWidget(modify_geo_btn, 1) - geo_box_layout.addLayout(add_geo_row) - - structure_body_layout.addWidget(geo_box) - - # === Material Inputs Box === - material_box = QGroupBox("Material Inputs") - material_box.setStyleSheet(""" - QGroupBox { - border: 1px solid #90AF13; - border-radius: 4px; - background-color: white; - padding: 8px; - margin-top: 12px; - font-size: 10px; - font-weight: bold; - color: #333; - } - QGroupBox::title { - subcontrol-origin: margin; - subcontrol-position: top left; - left: 8px; - padding: 0 4px; - margin-top: 4px; - background-color: white; - color: #333; - } - """) - material_box_layout = QVBoxLayout(material_box) - material_box_layout.setContentsMargins(8, 8, 8, 8) - material_box_layout.setSpacing(8) - # Girder - girder_row = QHBoxLayout() - girder_label = QLabel("Girder") - girder_label.setStyleSheet(""" - QLabel { - color: #000000; - font-size: 12px; - background: transparent; - } - """) - girder_label.setMinimumWidth(110) - self.girder_combo = NoScrollComboBox() - self.girder_combo.setObjectName(KEY_GIRDER) - apply_field_style(self.girder_combo) - self.girder_combo.addItems(VALUES_MATERIAL) - girder_row.addWidget(girder_label) - girder_row.addWidget(self.girder_combo, 1) - material_box_layout.addLayout(girder_row) - - # Cross Bracing - cross_bracing_row = QHBoxLayout() - cross_bracing_label = QLabel("Cross Bracing") - cross_bracing_label.setStyleSheet(""" - QLabel { - color: #000000; - font-size: 12px; - background: transparent; - } - """) - cross_bracing_label.setMinimumWidth(110) - self.cross_bracing_combo = NoScrollComboBox() - self.cross_bracing_combo.setObjectName(KEY_CROSS_BRACING) - apply_field_style(self.cross_bracing_combo) - self.cross_bracing_combo.addItems(VALUES_MATERIAL) - cross_bracing_row.addWidget(cross_bracing_label) - cross_bracing_row.addWidget(self.cross_bracing_combo, 1) - material_box_layout.addLayout(cross_bracing_row) - - # End Diaphragm - end_diaphragm_row = QHBoxLayout() - end_diaphragm_label = QLabel("End Diaphragm") - end_diaphragm_label.setStyleSheet(""" - QLabel { - color: #000000; - font-size: 12px; - background: transparent; - } - """) - end_diaphragm_label.setMinimumWidth(110) - self.end_diaphragm_combo = NoScrollComboBox() - self.end_diaphragm_combo.setObjectName(KEY_END_DIAPHRAGM) - apply_field_style(self.end_diaphragm_combo) - self.end_diaphragm_combo.addItems(VALUES_MATERIAL) - end_diaphragm_row.addWidget(end_diaphragm_label) - end_diaphragm_row.addWidget(self.end_diaphragm_combo, 1) - material_box_layout.addLayout(end_diaphragm_row) - - # Deck - deck_row = QHBoxLayout() - deck_label = QLabel("Deck") - deck_label.setStyleSheet(""" - QLabel { - color: #000000; - font-size: 12px; - background: transparent; - } - """) - deck_label.setMinimumWidth(110) - self.deck_combo = NoScrollComboBox() - self.deck_combo.setObjectName(KEY_DECK_CONCRETE_GRADE_BASIC) - apply_field_style(self.deck_combo) - self.deck_combo.addItems(VALUES_DECK_CONCRETE_GRADE) - self.deck_combo.setCurrentText("M 25") - deck_row.addWidget(deck_label) - deck_row.addWidget(self.deck_combo, 1) - material_box_layout.addLayout(deck_row) - - # Material Properties header with button - mat_prop_header = QHBoxLayout() - mat_prop_title = QLabel("Properties") - mat_prop_title.setStyleSheet(""" - QLabel { - color: #000000; - font-size: 12px; - background: transparent; - } - """) - mat_prop_title.setMinimumWidth(110) - mat_prop_header.addWidget(mat_prop_title) - - modify_mat_btn = QPushButton("Modify Here") - modify_mat_btn.setCursor(Qt.CursorShape.PointingHandCursor) - modify_mat_btn.setStyleSheet(""" - QPushButton { - background-color: #90AF13; - color: white; - font-weight: bold; - border: none; - border-radius: 4px; - padding: 8px 20px; - font-size: 11px; - min-width: 80px; - } - QPushButton:hover { - background-color: #7a9a12; - } - QPushButton:disabled{ - background: #f1f1f1; - color: #666; - } - """) - modify_mat_btn.clicked.connect(self.show_material_properties_dialog) - mat_prop_header.addWidget(modify_mat_btn, 1) - material_box_layout.addLayout(mat_prop_header) - - structure_body_layout.addWidget(material_box) - - # Close the Superstructure section - structure_group.setLayout(structure_layout) - group_container_layout.addWidget(structure_group) - - # === Substructure Section (empty body for now) === - sub_group = QGroupBox() - sub_group.setStyleSheet(""" - QGroupBox { - border: 1px solid #90AF13; - border-radius: 5px; - margin-top: 8px; - padding-top: 5px; - background-color: white; - } - """) - sub_layout = QVBoxLayout() - sub_layout.setContentsMargins(10, 10, 10, 10) - sub_layout.setSpacing(8) - - # Header with toggle - sub_header = QHBoxLayout() - sub_title = QLabel("Substructure") - sub_title.setStyleSheet("font-size: 13px; font-weight: bold; color: #333;") - sub_header.addWidget(sub_title) - sub_header.addStretch() - - sub_toggle = QPushButton() - sub_toggle.setCursor(Qt.CursorShape.PointingHandCursor) - sub_toggle.setCheckable(True) - sub_toggle.setChecked(True) - sub_toggle.setIcon(QIcon(":/vectors/arrow_up_light.svg")) - sub_toggle.setIconSize(QSize(20, 20)) - sub_toggle.setStyleSheet(""" - QPushButton { - background: transparent; - border: none; - padding: 2px; - } - QPushButton:hover { - background: transparent; - } - QPushButton:pressed { - background: transparent; - } - """) - sub_header.addWidget(sub_toggle) - sub_layout.addLayout(sub_header) - - sub_body = QFrame() - sub_body.setFrameShape(QFrame.NoFrame) - sub_body_layout = QVBoxLayout(sub_body) - sub_body_layout.setContentsMargins(0,0,0,0) - sub_body_layout.setSpacing(6) - sub_body.setVisible(True) - sub_layout.addWidget(sub_body) + self.section_contexts = {} + self.container_layouts = {} - def _toggle_sub(checked): - sub_body.setVisible(checked) - sub_toggle.setIcon(QIcon(":/vectors/arrow_up_light.svg" if checked else ":/vectors/arrow_down_light.svg")) - - sub_toggle.toggled.connect(_toggle_sub) - - sub_group.setLayout(sub_layout) - group_container_layout.addWidget(sub_group) + self._build_basic_inputs(field_list, group_container_layout) group_container_layout.addStretch() scroll_area.setWidget(group_container) @@ -1002,10 +454,22 @@ def _toggle_sub(checked): save_input_btn.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) btn_button_layout.addWidget(save_input_btn) + self.save_input_btn = save_input_btn + try: + self.save_input_btn.clicked.connect(self._on_save_input_clicked) + except Exception: + pass + design_btn = DockCustomButton("Design", ":/vectors/design.svg") design_btn.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) btn_button_layout.addWidget(design_btn) + self.design_btn = design_btn + try: + self.design_btn.clicked.connect(self._on_design_clicked) + except Exception: + pass + panel_layout.addLayout(btn_button_layout) # Horizontal scroll area @@ -1043,17 +507,231 @@ def _toggle_sub(checked): left_layout.addWidget(h_scroll_area) self._apply_lock_state() + + # ----------------------------- + # Input serialization helpers + # ----------------------------- + def _sync_basic_widgets_to_backend(self) -> None: + """Push the latest widget values into backend state. + + Rationale: clicking Design can happen while a QLineEdit still has focus, + so editingFinished may not have fired yet. + """ + if not self.backend or not hasattr(self.backend, "set_input_value"): + return + + # Prefer definition order from backend if available. + keys = [] + try: + if hasattr(self.backend, "list_input_keys"): + keys = list(self.backend.list_input_keys() or []) + except Exception: + keys = [] + + # Fallback: use all named widgets under the input panel. + if not keys and getattr(self, "left_panel", None) is not None: + try: + for widget in self.left_panel.findChildren((QLineEdit, QComboBox)): + name = (widget.objectName() or "").strip() + if name: + keys.append(name) + except Exception: + return + + for key in keys: + if not isinstance(key, str) or not key: + continue + widget = None + try: + widget = self.left_panel.findChild(QWidget, key) if getattr(self, "left_panel", None) is not None else None + except Exception: + widget = None + + try: + if isinstance(widget, QLineEdit): + self.backend.set_input_value(key, widget.text().strip()) + elif isinstance(widget, QComboBox): + self.backend.set_input_value(key, widget.currentText()) + except Exception: + continue + + def _collect_basic_inputs_list(self) -> list[dict]: + self._sync_basic_widgets_to_backend() + try: + if hasattr(self.backend, "export_basic_inputs_as_list"): + return list(self.backend.export_basic_inputs_as_list(include_empty=False) or []) + except Exception: + pass + + # Fallback: best-effort build from backend dict. + values = {} + try: + if hasattr(self.backend, "get_input_values_dict"): + values = self.backend.get_input_values_dict(include_empty=False) or {} + except Exception: + values = {} + out: list[dict] = [] + for k, v in (values or {}).items(): + if v in (None, ""): + continue + out.append({k: v}) + return out + + def _collect_additional_inputs_snapshot(self) -> dict: + """Return the best available Additional Inputs payload. + + Priority: + 1) Live dialog (even if not yet saved), + 2) last saved dialog state from the session, + 3) empty. + """ + # 1) Live dialog (if open) + try: + if self.additional_inputs is not None and hasattr(self.additional_inputs, "section_properties_tab"): + tab = self.additional_inputs.section_properties_tab + if tab is not None and hasattr(tab, "save_properties"): + live = tab.save_properties() or {} + if isinstance(live, dict) and live: + return live + except Exception: + pass + + # 2) Last saved + saved = getattr(self, "_additional_inputs_saved_data", None) + return saved if isinstance(saved, dict) else {} + + def _collect_additional_inputs_list(self) -> list[dict]: + snapshot = self._collect_additional_inputs_snapshot() + if not isinstance(snapshot, dict) or not snapshot: + return [] + out: list[dict] = [] + # Keep order stable for downstream consumers. + for key in ("girder_details", "stiffener_details", "cross_bracing", "end_diaphragm"): + if key in snapshot: + out.append({key: snapshot.get(key)}) + # Include any unknown keys last. + for key, val in snapshot.items(): + if key in {"girder_details", "stiffener_details", "cross_bracing", "end_diaphragm"}: + continue + out.append({key: val}) + return out + + def _collect_final_inputs_list(self) -> list[dict]: + basic_list = self._collect_basic_inputs_list() + additional_list = self._collect_additional_inputs_list() + final_list = list(basic_list) + list(additional_list) + return final_list + + def _debug_dump_final_inputs(self, final_inputs: list[dict], max_chars: int = 12000) -> None: + """Developer-oriented dump of the merged inputs. + + Prints to stdout and (if available) appends to the GUI Logs dock. + Payload is truncated to avoid freezing the UI/terminal. + """ + try: + payload = json.dumps(final_inputs, indent=2, ensure_ascii=False, default=str) + except Exception: + payload = str(final_inputs) + + truncated = False + if isinstance(payload, str) and len(payload) > max_chars: + payload = payload[:max_chars] + f"\n... (truncated, total {len(payload)} chars)" + truncated = True + + header = ( + f"[OsdagBridge] final_design_inputs prepared: {len(final_inputs)} items" + + (" (truncated)" if truncated else "") + ) + + try: + print(header) + print(payload) + except Exception: + pass + + # If the parent page has a Logs dock, mirror the dump there too. + try: + log_widget = getattr(self.parent, "textEdit", None) + if log_widget is not None and hasattr(log_widget, "append"): + log_widget.append(header) + # Keep the GUI log smaller than terminal. + gui_payload = payload if len(payload) <= 4000 else payload[:4000] + "\n... (truncated for GUI log)" + log_widget.append(gui_payload) + except Exception: + pass + + # ----------------------------- + # Button handlers + # ----------------------------- + def _on_save_input_clicked(self) -> None: + self._basic_inputs_saved_list = self._collect_basic_inputs_list() + self._additional_inputs_saved_list = self._collect_additional_inputs_list() + self._final_inputs_saved_list = list(self._basic_inputs_saved_list) + list(self._additional_inputs_saved_list) + + # Persist to backend for later export (csv/osi) or design execution. + try: + if hasattr(self.backend, "set_input_value"): + self.backend.set_input_value("basic_inputs_list", self._basic_inputs_saved_list) + self.backend.set_input_value("additional_inputs_list", self._additional_inputs_saved_list) + if hasattr(self.backend, "set_final_design_inputs"): + self.backend.set_final_design_inputs(self._final_inputs_saved_list) + except Exception: + pass + + QMessageBox.information( + self, + "Inputs Saved", + "Basic + Additional inputs saved for this session.", + ) + + def _on_design_clicked(self) -> None: + self._final_inputs_saved_list = self._collect_final_inputs_list() + + try: + if hasattr(self.backend, "set_final_design_inputs"): + self.backend.set_final_design_inputs(self._final_inputs_saved_list) + elif hasattr(self.backend, "set_input_value"): + self.backend.set_input_value("final_design_inputs", self._final_inputs_saved_list) + except Exception: + pass + + QMessageBox.information( + self, + "Design Input Ready", + "Final merged input payload is prepared (Basic + Additional).", + ) + + # Option 2: print merged inputs for quick verification. + self._debug_dump_final_inputs(self._final_inputs_saved_list) def show_additional_inputs(self): """Show Additional Inputs dialog""" footpath_value = self.footpath_combo.currentText() if self.footpath_combo else "None" carriageway_width = self._get_effective_carriageway_width() - + + # Lazily create the in-session storage for Additional Inputs. + if not hasattr(self, "_additional_inputs_saved_data"): + self._additional_inputs_saved_data = {} + self.additional_inputs = AdditionalInputs(footpath_value, carriageway_width) - + self.additional_inputs_widget = self.additional_inputs + + # Restore previously saved dialog state (includes stiffener details). + if isinstance(getattr(self, "_additional_inputs_saved_data", None), dict) and self._additional_inputs_saved_data: + try: + self.additional_inputs.set_properties_data(self._additional_inputs_saved_data) + except Exception: + pass + + # Capture state when dialog closes. + try: + self.additional_inputs.finished.connect(self._handle_additional_inputs_closed) + except Exception: + pass + # Connect to accept signal to handle save - result = self.additional_inputs.exec() + result = self.additional_inputs.exec_() # If user clicked Save (accepted), get values and trigger update if result == AdditionalInputs.Accepted: @@ -1082,9 +760,483 @@ def _set_additional_inputs_enabled(self, enabled): self.additional_inputs_widget.setEnabled(enabled) def _handle_additional_inputs_closed(self): + # Persist the last saved Additional Inputs data for the session. + try: + if self.additional_inputs is not None and hasattr(self.additional_inputs, "get_saved_data"): + saved = self.additional_inputs.get_saved_data() + if isinstance(saved, dict) and saved: + self._additional_inputs_saved_data = saved + except Exception: + pass self.additional_inputs = None self.additional_inputs_widget = None + def _build_basic_inputs(self, field_definitions, root_layout): + current_section_id = None + for definition in field_definitions: + key, label, field_type, values, required, validator, metadata = self._normalize_definition(definition) + if field_type == TYPE_MODULE: + continue + if field_type == TYPE_TITLE: + section_id = key or label + section_context = self._create_section_context(section_id, label, metadata, root_layout) + current_section_id = section_context["id"] + continue + if current_section_id is None: + continue + section_context = self.section_contexts.get(current_section_id) + if not section_context: + continue + self._create_field_row(section_context, key, label, field_type, values, validator, metadata) + + self._finalize_section_contexts() + self._update_carriageway_placeholder() + + def _normalize_definition(self, definition): + if len(definition) == 6: + return (*definition, {}) + return definition + + def _create_section_context(self, section_id, title, metadata, root_layout): + container_key = (metadata or {}).get("container", "main") + parent_layout = self._get_container_layout(container_key, root_layout, metadata) + + show_title = metadata.get("show_group_title", True) if metadata else True + group_title = title if show_title and title else "" + group_box = QGroupBox(group_title) if group_title else QGroupBox() + group_box.setStyleSheet(self._section_groupbox_style()) + + layout = QVBoxLayout(group_box) + layout.setContentsMargins(8, 8, 8, 8) + layout.setSpacing(8) + + if metadata and metadata.get("custom_content") == "project_location": + self._add_project_location_controls(layout, metadata) + + parent_layout.addWidget(group_box) + context = { + "id": section_id, + "layout": layout, + "metadata": metadata or {}, + "group_box": group_box, + } + self.section_contexts[section_id] = context + return context + + def _section_groupbox_style(self): + return ( + "QGroupBox {\n" + " border: 1px solid #90AF13;\n" + " border-radius: 4px;\n" + " background-color: white;\n" + " padding: 8px;\n" + " margin-top: 12px;\n" + " font-size: 10px;\n" + " font-weight: bold;\n" + " color: #333;\n" + "}\n" + "QGroupBox::title {\n" + " subcontrol-origin: margin;\n" + " subcontrol-position: top left;\n" + " left: 8px;\n" + " padding: 0 4px;\n" + " margin-top: 4px;\n" + " background-color: white;\n" + " color: #333;\n" + "}" + ) + + def _get_container_layout(self, container_key, root_layout, metadata=None): + if not container_key or container_key == "main": + return root_layout + if container_key in self.container_layouts: + return self.container_layouts[container_key] + body_layout = self._create_container_group(container_key, root_layout, metadata) + self.container_layouts[container_key] = body_layout + return body_layout + + def _container_display_name(self, container_key, metadata): + if metadata: + custom = metadata.get("container_label") or metadata.get("container_title") + if custom: + return custom + fallback = container_key or "Section" + return fallback.replace("_", " ").title() + + def _create_container_group(self, container_key, root_layout, metadata=None): + display_name = self._container_display_name(container_key, metadata or {}) + group = QGroupBox() + group.setStyleSheet( + "QGroupBox {\n" + " border: 1px solid #90AF13;\n" + " border-radius: 5px;\n" + " margin-top: 0px;\n" + " padding-top: 5px;\n" + " background-color: white;\n" + "}\n" + ) + container_layout = QVBoxLayout() + container_layout.setContentsMargins(10, 10, 10, 10) + container_layout.setSpacing(10) + + header = QHBoxLayout() + title_label = QLabel(display_name) + title_label.setStyleSheet("font-size: 13px; font-weight: bold; color: #333;") + header.addWidget(title_label) + header.addStretch() + + toggle_btn = QPushButton() + toggle_btn.setCursor(Qt.CursorShape.PointingHandCursor) + toggle_btn.setCheckable(True) + toggle_btn.setChecked(True) + toggle_btn.setIcon(QIcon(":/vectors/arrow_up_light.svg")) + toggle_btn.setIconSize(QSize(20, 20)) + toggle_btn.setStyleSheet( + "QPushButton {\n" + " background: transparent;\n" + " border: none;\n" + " padding: 2px;\n" + "}\n" + "QPushButton:hover {\n" + " background: transparent;\n" + "}\n" + "QPushButton:pressed {\n" + " background: transparent;\n" + "}" + ) + header.addWidget(toggle_btn) + container_layout.addLayout(header) + + container_body = QFrame() + container_body.setFrameShape(QFrame.NoFrame) + body_layout = QVBoxLayout(container_body) + body_layout.setContentsMargins(0, 0, 0, 0) + body_layout.setSpacing(10) + container_body.setVisible(True) + container_layout.addWidget(container_body) + + def _toggle(checked): + container_body.setVisible(checked) + icon = ":/vectors/arrow_up_light.svg" if checked else ":/vectors/arrow_down_light.svg" + toggle_btn.setIcon(QIcon(icon)) + + toggle_btn.toggled.connect(_toggle) + + group.setLayout(container_layout) + root_layout.addWidget(group) + return body_layout + + def _add_project_location_controls(self, layout, metadata): + label_text = metadata.get("header_label") or "Project Location*" + button_rows = metadata.get("button_rows") + if button_rows: + for row_entry in button_rows: + row_config = self._prepare_button_row_config(row_entry, {"label": label_text}) + if row_config: + self._add_button_row(layout, row_config) + return + + fallback_row = self._prepare_button_row_config("project_location", {"label": label_text}) + self._add_button_row(layout, fallback_row) + + def _section_label_style(self): + return ( + "QLabel {\n" + " color: #000000;\n" + " font-size: 12px;\n" + " background: transparent;\n" + "}" + ) + + def _default_action_button_style(self): + return ( + "QPushButton {\n" + " background-color: #90AF13;\n" + " color: white;\n" + " font-weight: bold;\n" + " border: none;\n" + " border-radius: 4px;\n" + " padding: 8px 20px;\n" + " font-size: 11px;\n" + " min-width: 80px;\n" + "}\n" + "QPushButton:hover {\n" + " background-color: #7a9a12;\n" + "}\n" + "QPushButton:disabled{\n" + " background: #D0D0D0;\n" + " color: #666;\n" + "}" + ) + + def _default_row_config(self, row_type): + mapping = { + "project_location": { + "label": "Project Location*", + "buttons": [ + {"text": "Add Here", "action": "show_project_location_dialog"}, + ], + }, + "additional_geometry": { + "label": "Additional Geometry", + "buttons": [ + {"text": "Modify Here", "action": "show_additional_inputs"}, + ], + }, + "material_properties": { + "label": "Properties", + "buttons": [ + {"text": "Modify Here", "action": "show_material_properties_dialog"}, + ], + }, + } + return mapping.get(row_type, {}) + + def _prepare_button_row_config(self, config_entry, fallback_defaults=None): + fallback_defaults = fallback_defaults or {} + if isinstance(config_entry, str): + config = {"type": config_entry} + else: + config = dict(config_entry or {}) + + row_type = config.get("type") + defaults = self._default_row_config(row_type) + + resolved = {} + resolved.update(defaults) + resolved.update(fallback_defaults) + resolved.update(config) + + if not resolved.get("buttons"): + extra_defaults = self._default_row_config(resolved.get("type")) + if extra_defaults: + resolved.setdefault("buttons", extra_defaults.get("buttons")) + resolved.setdefault("label", extra_defaults.get("label")) + + return resolved if resolved.get("buttons") else None + + def _add_button_row(self, layout, config): + if not config: + return + + row = QHBoxLayout() + row.setContentsMargins(0, 0, 0, 0) + row.setSpacing(8) + + label_text = config.get("label") + if label_text: + field_label = QLabel(label_text) + field_label.setStyleSheet(self._section_label_style()) + field_label.setMinimumWidth(config.get("label_min_width", 110)) + row.addWidget(field_label) + + buttons = config.get("buttons", []) + for button_config in buttons: + button = self._create_action_button(button_config) + stretch = button_config.get("stretch", 1 if len(buttons) == 1 else 0) + row.addWidget(button, stretch) + + if config.get("add_stretch", True): + row.addStretch() + + layout.addLayout(row) + + def _create_action_button(self, config): + button = QPushButton(config.get("text", "Action")) + button.setCursor(Qt.CursorShape.PointingHandCursor) + if config.get("size_policy") == "fixed": + button.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + else: + button.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) + + icon_path = config.get("icon") + if icon_path: + button.setIcon(QIcon(icon_path)) + icon_size = config.get("icon_size") + if isinstance(icon_size, (list, tuple)) and len(icon_size) == 2: + button.setIconSize(QSize(icon_size[0], icon_size[1])) + + style = config.get("style") or self._default_action_button_style() + button.setStyleSheet(style) + + tooltip = config.get("tooltip") + if tooltip: + button.setToolTip(tooltip) + + action_name = config.get("action") + callback = getattr(self, action_name, None) if action_name else None + if callable(callback): + button.clicked.connect(callback) + else: + button.setEnabled(False) + + return button + + def _create_field_row(self, section_context, key, label, field_type, values, validator, metadata): + widget = self._create_input_widget(key, field_type, values, validator, metadata) + if widget is None: + return + row = QHBoxLayout() + row.setContentsMargins(0, 0, 0, 0) + row.setSpacing(8) + display_label = (metadata or {}).get("label") if metadata else None + field_label = QLabel(display_label or label) + field_label.setStyleSheet(self._section_label_style()) + field_label.setMinimumWidth(110) + row.addWidget(field_label) + row.addWidget(widget, 1) + if metadata.get("add_stretch"): + row.addStretch() + section_context["layout"].addLayout(row) + + def _create_input_widget(self, key, field_type, values, validator, metadata): + key_name = key if isinstance(key, str) else None + + if field_type == TYPE_COMBOBOX: + widget = NoScrollComboBox() + apply_field_style(widget) + if values: + widget.addItems(values) + + # Prefer backend-stored value, else metadata default. + try: + backend_value = self.backend.get_input_value(key_name) if key_name and hasattr(self.backend, "get_input_value") else None + except Exception: + backend_value = None + + default_value = (metadata or {}).get("default") + + init_value = backend_value if backend_value not in (None, "") else default_value + if init_value not in (None, ""): + idx = widget.findText(str(init_value)) + if idx >= 0: + widget.setCurrentIndex(idx) + + # Persist changes back into backend. + if key_name and hasattr(widget, "currentTextChanged"): + try: + widget.currentTextChanged.connect(lambda text, k=key_name: self._push_backend_value(k, text)) + except Exception: + pass + elif field_type == TYPE_TEXTBOX: + widget = QLineEdit() + apply_field_style(widget) + validator_instance = self.get_validator(validator) + if validator_instance: + widget.setValidator(validator_instance) + + # Restore value from backend if present. + try: + backend_value = self.backend.get_input_value(key_name) if key_name and hasattr(self.backend, "get_input_value") else None + except Exception: + backend_value = None + + if backend_value not in (None, ""): + widget.setText(str(backend_value)) + + # Persist changes back into backend. + if key_name: + try: + widget.editingFinished.connect(lambda k=key_name, w=widget: self._push_backend_value(k, w.text())) + except Exception: + pass + else: + return None + + if key_name: + widget.setObjectName(key_name) + self._register_input_widget(key_name, widget) + self._apply_field_specific_config(key_name, widget, metadata or {}) + return widget + + def _push_backend_value(self, key: str, value): + if not key: + return + if not self.backend or not hasattr(self.backend, "set_input_value"): + return + try: + self.backend.set_input_value(key, value) + except Exception: + pass + + def _register_input_widget(self, key, widget): + if key == KEY_STRUCTURE_TYPE: + self.structure_type_combo = widget + elif key == KEY_SPAN: + self.span_input = widget + elif key == KEY_CARRIAGEWAY_WIDTH: + self.carriageway_input = widget + elif key == KEY_INCLUDE_MEDIAN: + self.include_median_combo = widget + elif key == KEY_FOOTPATH: + self.footpath_combo = widget + elif key == KEY_SKEW_ANGLE: + self.skew_input = widget + elif key == KEY_GIRDER: + self.girder_combo = widget + elif key == KEY_CROSS_BRACING: + self.cross_bracing_combo = widget + elif key == KEY_END_DIAPHRAGM: + self.end_diaphragm_combo = widget + elif key == KEY_DECK_CONCRETE_GRADE_BASIC: + self.deck_combo = widget + + def _apply_field_specific_config(self, key, widget, metadata): + if not key or widget is None: + return + if key == KEY_STRUCTURE_TYPE and hasattr(widget, "currentTextChanged"): + widget.currentTextChanged.connect(self.on_structure_type_changed) + elif key == KEY_SPAN and isinstance(widget, QLineEdit): + widget.setValidator(QDoubleValidator(SPAN_MIN, SPAN_MAX, 2)) + widget.setPlaceholderText(f"{SPAN_MIN}-{SPAN_MAX} m") + elif key == KEY_CARRIAGEWAY_WIDTH and isinstance(widget, QLineEdit): + widget.setValidator(QDoubleValidator(0.0, 100.0, 2)) + widget.editingFinished.connect(self.validate_carriageway_width) + elif key == KEY_INCLUDE_MEDIAN and hasattr(widget, "currentTextChanged"): + widget.currentTextChanged.connect(self.on_include_median_changed) + default_value = metadata.get("default") + if default_value: + idx = widget.findText(default_value) + if idx >= 0: + widget.setCurrentIndex(idx) + elif key == KEY_FOOTPATH and hasattr(widget, "currentTextChanged"): + widget.currentTextChanged.connect(self.on_footpath_changed) + default_value = metadata.get("default") + if default_value: + idx = widget.findText(default_value) + if idx >= 0: + widget.setCurrentIndex(idx) + elif key == KEY_SKEW_ANGLE and isinstance(widget, QLineEdit): + widget.setValidator(QDoubleValidator(SKEW_ANGLE_MIN, SKEW_ANGLE_MAX, 1)) + widget.setPlaceholderText(f"{SKEW_ANGLE_MIN} - {SKEW_ANGLE_MAX}°") + elif key == KEY_DECK_CONCRETE_GRADE_BASIC and hasattr(widget, "findText"): + default_value = metadata.get("default") + if default_value: + idx = widget.findText(default_value) + if idx >= 0: + widget.setCurrentIndex(idx) + + def _finalize_section_contexts(self): + for context in self.section_contexts.values(): + metadata = context.get("metadata", {}) + note_config = metadata.get("post_note") + if note_config: + self._add_section_note(context, note_config) + + for row_entry in metadata.get("post_rows", []): + row_config = self._prepare_button_row_config(row_entry) + if row_config: + self._add_button_row(context["layout"], row_config) + + def _add_section_note(self, context, note_config): + note_label = QLabel(note_config.get("text", "")) + note_label.setStyleSheet(self._section_label_style()) + note_label.setVisible(False) + context["layout"].addWidget(note_label) + attr_name = note_config.get("attr") + if attr_name: + setattr(self, attr_name, note_label) + def on_footpath_changed(self, footpath_value): """Update additional inputs when footpath changes""" if self.additional_inputs and self.additional_inputs.isVisible(): diff --git a/src/osdagbridge/desktop/ui/docks/output_dock.py b/src/osdagbridge/desktop/ui/docks/output_dock.py index b678dc409..9ec492fc6 100644 --- a/src/osdagbridge/desktop/ui/docks/output_dock.py +++ b/src/osdagbridge/desktop/ui/docks/output_dock.py @@ -1,11 +1,12 @@ from PySide6.QtWidgets import ( QWidget, QVBoxLayout, QHBoxLayout, QLabel, QSizePolicy, - QPushButton, QGroupBox, QCheckBox, QScrollArea, QFrame, QComboBox + QPushButton, QGroupBox, QCheckBox, QScrollArea, QFrame, QComboBox, QLineEdit ) from PySide6.QtCore import Qt, QSize from PySide6.QtGui import QIcon from osdagbridge.desktop.ui.utils.custom_buttons import DockCustomButton +from osdagbridge.core.utils.common import TYPE_TITLE class NoScrollComboBox(QComboBox): def wheelEvent(self, event): @@ -85,10 +86,15 @@ def apply_field_style(widget): class OutputDock(QWidget): """Output dock with collapsible design controls and scrollable layout.""" - def __init__(self, parent): + def __init__(self, backend=None, parent=None): super().__init__() self.parent = parent + self.backend = backend self.setStyleSheet("background: transparent;") + configs = self._load_configs() + self.analysis_config = configs.get("analysis") + # Configurable button rows per section; populated from backend ui_fields + self.section_configs = configs.get("design", []) self.init_ui() def toggle_output_dock(self): @@ -190,90 +196,9 @@ def init_ui(self): scroll_layout.setContentsMargins(0, 0, 0, 0) scroll_layout.setSpacing(10) - results_group = QGroupBox("Analysis Results") - results_group.setStyleSheet( - """ - QGroupBox { - font-weight: bold; - font-size: 11px; - color: #333; - border: 1px solid #90AF13; - border-radius: 4px; - margin-top: 8px; - padding-top: 12px; - background-color: white; - } - QGroupBox::title { - subcontrol-origin: margin; - subcontrol-position: top left; - left: 8px; - padding: 0 4px; - background-color: white; - } - """ - ) - results_layout = QVBoxLayout(results_group) - results_layout.setContentsMargins(10, 8, 10, 10) - results_layout.setSpacing(8) - - member_row = QHBoxLayout() - member_label = QLabel("Member:") - member_label.setStyleSheet("font-size: 10px; color: #333; font-weight: normal;") - member_label.setMinimumWidth(100) - self.member_combo = NoScrollComboBox() - self.member_combo.addItems(["All"]) - apply_field_style(self.member_combo) - member_row.addWidget(member_label) - member_row.addWidget(self.member_combo) - results_layout.addLayout(member_row) - - load_combo_row = QHBoxLayout() - load_combo_label = QLabel("Load Combination:") - load_combo_label.setStyleSheet("font-size: 10px; color: #333; font-weight: normal;") - load_combo_label.setMinimumWidth(100) - self.load_combo = NoScrollComboBox() - self.load_combo.addItems(["Envelope"]) - apply_field_style(self.load_combo) - load_combo_row.addWidget(load_combo_label) - load_combo_row.addWidget(self.load_combo) - results_layout.addLayout(load_combo_row) - - forces_grid = QHBoxLayout() - forces_grid.setSpacing(8) - - col1 = QVBoxLayout() - for text in ["Fx", "Mx", "Dx"]: - cb = QCheckBox(text) - col1.addWidget(cb) - col2 = QVBoxLayout() - for text in ["Fy", "My", "Dy"]: - cb = QCheckBox(text) - col2.addWidget(cb) - col3 = QVBoxLayout() - for text in ["Fz", "Mz", "Dz"]: - cb = QCheckBox(text) - col3.addWidget(cb) - forces_grid.addLayout(col1) - forces_grid.addLayout(col2) - forces_grid.addLayout(col3) - results_layout.addLayout(forces_grid) - - display_label = QLabel("Display Options:") - display_label.setStyleSheet("font-size: 10px; color: #333; font-weight: normal; margin-top: 4px;") - results_layout.addWidget(display_label) - - display_row = QHBoxLayout() - display_row.setSpacing(12) - for text in ["Max", "Min"]: - cb = QCheckBox(text) - display_row.addWidget(cb) - display_row.addStretch() - results_layout.addLayout(display_row) - - utilization_check = QCheckBox("Controlling Utilization Ratio") - results_layout.addWidget(utilization_check) - - scroll_layout.addWidget(results_group) + analysis_group = self._build_analysis_group() + if analysis_group: + scroll_layout.addWidget(analysis_group) design_group = QGroupBox("Design") design_group.setStyleSheet( @@ -301,209 +226,10 @@ def init_ui(self): design_layout.setContentsMargins(10, 8, 10, 10) design_layout.setSpacing(8) - # === Superstructure Section (Contains Everything) === - structure_group = QGroupBox() - structure_group.setStyleSheet(""" - QGroupBox { - border: 1px solid #90AF13; - border-radius: 5px; - margin-top: 0px; - padding-top: 5px; - background-color: white; - } - """) - structure_layout = QVBoxLayout() - structure_layout.setContentsMargins(10, 10, 10, 10) - structure_layout.setSpacing(10) - - # Header with title and collapse icon - struct_header = QHBoxLayout() - struct_title = QLabel("Superstructure") - struct_title.setStyleSheet("font-size: 13px; font-weight: bold; color: #333;") - struct_header.addWidget(struct_title) - struct_header.addStretch() - - # Collapse/expand toggle using SVG icon - super_toggle_btn = QPushButton() - super_toggle_btn.setCursor(Qt.CursorShape.PointingHandCursor) - super_toggle_btn.setCheckable(True) - super_toggle_btn.setChecked(True) - super_toggle_btn.setIcon(QIcon(":/vectors/arrow_up_light.svg")) - super_toggle_btn.setIconSize(QSize(20, 20)) - super_toggle_btn.setStyleSheet(""" - QPushButton { - background: transparent; - border: none; - padding: 2px; - } - QPushButton:hover { - background: transparent; - } - QPushButton:pressed { - background: transparent; - } - """) - struct_header.addWidget(super_toggle_btn) - - structure_layout.addLayout(struct_header) - - # body widget that contains everything inside the Superstructure and can be hidden - super_body = QFrame() - super_body.setFrameShape(QFrame.NoFrame) - super_body_layout = QVBoxLayout(super_body) - super_body_layout.setContentsMargins(0, 0, 0, 0) - super_body_layout.setSpacing(10) - super_body.setVisible(True) - - # Additional Geometry (inside Superstructure body) - add_geo_row = QHBoxLayout() - add_geo_label = QLabel("Steel Design") - add_geo_label.setStyleSheet(""" - QLabel { - color: #000000; - font-size: 12px; - background: transparent; - } - """) - add_geo_label.setMinimumWidth(110) - add_geo_row.addWidget(add_geo_label) - - modify_geo_btn = QPushButton("Here") - modify_geo_btn.setCursor(Qt.CursorShape.PointingHandCursor) - modify_geo_btn.setStyleSheet(""" - QPushButton { - background-color: #90AF13; - color: white; - font-weight: bold; - border: none; - border-radius: 4px; - padding: 8px 20px; - font-size: 11px; - min-width: 80px; - } - QPushButton:hover { - background-color: #7a9a12; - } - """) - modify_geo_btn.clicked.connect(self.show_additional_inputs) - add_geo_row.addWidget(modify_geo_btn, 1) - super_body_layout.addLayout(add_geo_row) - - #--------------------------------------------- - - # Additional Geometry (inside Superstructure body) - add_geo_row = QHBoxLayout() - add_geo_label = QLabel("Deck Design") - add_geo_label.setStyleSheet(""" - QLabel { - color: #000000; - font-size: 12px; - background: transparent; - } - """) - add_geo_label.setMinimumWidth(110) - add_geo_row.addWidget(add_geo_label) - - modify_geo_btn = QPushButton("Here") - modify_geo_btn.setCursor(Qt.CursorShape.PointingHandCursor) - modify_geo_btn.setStyleSheet(""" - QPushButton { - background-color: #90AF13; - color: white; - font-weight: bold; - border: none; - border-radius: 4px; - padding: 8px 20px; - font-size: 11px; - min-width: 80px; - } - QPushButton:hover { - background-color: #7a9a12; - } - """) - modify_geo_btn.clicked.connect(self.show_additional_inputs) - add_geo_row.addWidget(modify_geo_btn, 1) - super_body_layout.addLayout(add_geo_row) - - - # Add body to structure layout - structure_layout.addWidget(super_body) - - def _toggle_superstructure(checked, body=super_body, btn=super_toggle_btn): - # checked True means show body (open) - body.setVisible(checked) - btn.setIcon(QIcon(":/vectors/arrow_up_light.svg" if checked else ":/vectors/arrow_down_light.svg")) - - super_toggle_btn.toggled.connect(_toggle_superstructure) - structure_group.setLayout(structure_layout) - design_layout.addWidget(structure_group) - - # === Substructure Section (Contains Everything) === - structure_group = QGroupBox() - structure_group.setStyleSheet(""" - QGroupBox { - border: 1px solid #90AF13; - border-radius: 5px; - margin-top: 0px; - padding-top: 5px; - background-color: white; - } - """) - structure_layout = QVBoxLayout() - structure_layout.setContentsMargins(10, 10, 10, 10) - structure_layout.setSpacing(10) - - # Header with title and collapse icon - struct_header = QHBoxLayout() - struct_title = QLabel("Substructure") - struct_title.setStyleSheet("font-size: 13px; font-weight: bold; color: #333;") - struct_header.addWidget(struct_title) - struct_header.addStretch() - - # Collapse/expand toggle using SVG icon - toggle_btn = QPushButton() - toggle_btn.setCursor(Qt.CursorShape.PointingHandCursor) - toggle_btn.setCheckable(True) - toggle_btn.setChecked(True) - toggle_btn.setIcon(QIcon(":/vectors/arrow_up_light.svg")) - toggle_btn.setIconSize(QSize(20, 20)) - toggle_btn.setStyleSheet(""" - QPushButton { - background: transparent; - border: none; - padding: 2px; - } - QPushButton:hover { - background: transparent; - } - QPushButton:pressed { - background: transparent; - } - """) - struct_header.addWidget(toggle_btn) - - structure_layout.addLayout(struct_header) - - # body widget that contains everything inside the Superstructure and can be hidden - structure_body = QFrame() - structure_body.setFrameShape(QFrame.NoFrame) - structure_body_layout = QVBoxLayout(structure_body) - structure_body_layout.setContentsMargins(0, 0, 0, 0) - structure_body_layout.setSpacing(10) - structure_body.setVisible(True) - - - # Add body to structure layout - structure_layout.addWidget(structure_body) - - def _toggle_structure(checked): - # checked True means show body (open) - structure_body.setVisible(checked) - toggle_btn.setIcon(QIcon(":/vectors/arrow_up_light.svg" if checked else ":/vectors/arrow_down_light.svg")) - - toggle_btn.toggled.connect(_toggle_structure) - structure_group.setLayout(structure_layout) - design_layout.addWidget(structure_group) + # Dynamic design sections + for section_cfg in self.section_configs: + section_group = self._create_toggle_group(section_cfg) + design_layout.addWidget(section_group) scroll_layout.addWidget(design_group) scroll_layout.addStretch() @@ -531,4 +257,322 @@ def _toggle_structure(checked): def show_additional_inputs(self): """Handle showing additional geometry inputs.""" # Implement your logic here - print("Show additional inputs clicked") \ No newline at end of file + print("Show additional inputs clicked") + + # --- Helpers for dynamic section/button rendering --- + def _load_configs(self): + if self.backend and hasattr(self.backend, "output_values"): + try: + cfg = self.backend.output_values(flag=None) + if cfg is not None: + return self._normalize_section_configs(cfg) + except Exception: + pass + return {"analysis": None, "design": []} + + def _normalize_section_configs(self, cfg): + result = {"analysis": None, "design": []} + if not cfg: + return result + + # Already structured dict + if isinstance(cfg, dict): + result["analysis"] = cfg.get("analysis") + if isinstance(cfg.get("design"), list): + result["design"] = cfg.get("design") + return result + + # Legacy dict list: treat as design-only + if isinstance(cfg, list) and all(isinstance(item, dict) for item in cfg): + result["design"] = cfg + return result + + # Tuple-based definitions similar to input_values + if isinstance(cfg, list) and all(isinstance(item, tuple) for item in cfg): + for item in cfg: + if len(item) < 7: + continue + _, display_name, ui_type, _, is_visible, _, metadata = item + if ui_type != TYPE_TITLE or not is_visible: + continue + metadata = metadata or {} + kind = metadata.get("kind", "design") + if kind == "analysis": + result["analysis"] = { + "title": display_name, + "fields": metadata.get("fields", []), + } + continue + rows = metadata.get("rows") or metadata.get("post_rows") or [] + if not isinstance(rows, list): + rows = [] + result["design"].append({"title": display_name, "rows": rows}) + return result + + return result + + def _default_analysis_config(self): + return { + "title": "Analysis Results", + "fields": [ + {"type": "combobox", "label": "Member:", "values": ["All"]}, + { + "type": "combobox", + "label": "Load Combination:", + "values": ["Envelope"], + }, + { + "type": "checkbox_grid", + "columns": [["Fx", "Mx", "Dx"], ["Fy", "My", "Dy"], ["Fz", "Mz", "Dz"]], + }, + { + "type": "checkbox_row", + "label": "Display Options:", + "options": ["Max", "Min"], + }, + {"type": "checkbox", "label": "Controlling Utilization Ratio"}, + ], + } + + def _analysis_group_style(self): + return ( + "QGroupBox {\n" + " font-weight: bold;\n" + " font-size: 11px;\n" + " color: #333;\n" + " border: 1px solid #90AF13;\n" + " border-radius: 4px;\n" + " margin-top: 8px;\n" + " padding-top: 12px;\n" + " background-color: white;\n" + "}\n" + "QGroupBox::title {\n" + " subcontrol-origin: margin;\n" + " subcontrol-position: top left;\n" + " left: 8px;\n" + " padding: 0 4px;\n" + " background-color: white;\n" + "}" + ) + + def _build_analysis_group(self): + cfg = self.analysis_config or self._default_analysis_config() + if not cfg: + return None + + group = QGroupBox(cfg.get("title", "Analysis Results")) + group.setStyleSheet(self._analysis_group_style()) + layout = QVBoxLayout(group) + layout.setContentsMargins(10, 8, 10, 10) + layout.setSpacing(8) + + for field_cfg in cfg.get("fields", []): + self._add_analysis_field(layout, field_cfg) + + return group + + def _normalize_field_cfg(self, field_cfg): + if isinstance(field_cfg, dict): + return field_cfg + if isinstance(field_cfg, tuple) and len(field_cfg) >= 7: + key, label, field_type, values, is_visible, _validator, metadata = field_cfg + if not is_visible: + return None + meta = metadata or {} + normalized = { + "key": key, + "label": label, + "type": field_type, + "values": values, + } + normalized.update(meta) + return normalized + return None + + def _add_analysis_field(self, layout, field_cfg): + cfg = self._normalize_field_cfg(field_cfg) + if not cfg: + return + field_type = cfg.get("type") + if field_type == "combobox": + row = QHBoxLayout() + row.setContentsMargins(0, 0, 0, 0) + row.setSpacing(8) + label = QLabel(cfg.get("label", "")) + label.setStyleSheet("font-size: 10px; color: #333; font-weight: normal;") + label.setMinimumWidth(cfg.get("label_min_width", 100)) + combo = NoScrollComboBox() + values = cfg.get("values") or [] + combo.addItems(values) + default = cfg.get("default") + if default and default in values: + combo.setCurrentText(default) + apply_field_style(combo) + row.addWidget(label) + row.addWidget(combo) + layout.addLayout(row) + elif field_type == "checkbox_grid": + columns = cfg.get("columns") or cfg.get("values") or [] + grid = QHBoxLayout() + grid.setContentsMargins(0, 0, 0, 0) + grid.setSpacing(8) + for col_items in columns: + col_layout = QVBoxLayout() + col_layout.setContentsMargins(0, 0, 0, 0) + col_layout.setSpacing(2) + for text in col_items or []: + cb = QCheckBox(str(text)) + col_layout.addWidget(cb) + grid.addLayout(col_layout) + if cfg.get("add_stretch", True): + grid.addStretch() + layout.addLayout(grid) + elif field_type == "checkbox_row": + row = QHBoxLayout() + row.setContentsMargins(0, 0, 0, 0) + row.setSpacing(12) + label = cfg.get("label") + if label: + lbl = QLabel(label) + lbl.setStyleSheet("font-size: 10px; color: #333; font-weight: normal; margin-top: 4px;") + row.addWidget(lbl) + options = cfg.get("options") or cfg.get("values") or [] + for text in options: + cb = QCheckBox(str(text)) + row.addWidget(cb) + if cfg.get("add_stretch", True): + row.addStretch() + layout.addLayout(row) + elif field_type == "checkbox": + cb = QCheckBox(cfg.get("label", "")) + layout.addWidget(cb) + + def _section_label_style(self): + return ( + "QLabel {\n" + " color: #000000;\n" + " font-size: 12px;\n" + " background: transparent;\n" + "}" + ) + + def _default_action_button_style(self): + return ( + "QPushButton {\n" + " background-color: #90AF13;\n" + " color: white;\n" + " font-weight: bold;\n" + " border: none;\n" + " border-radius: 4px;\n" + " padding: 8px 20px;\n" + " font-size: 11px;\n" + " min-width: 80px;\n" + "}\n" + "QPushButton:hover {\n" + " background-color: #7a9a12;\n" + "}\n" + ) + + def _create_action_button(self, cfg): + btn = QPushButton(cfg.get("text", "Action")) + btn.setCursor(Qt.CursorShape.PointingHandCursor) + btn.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) + style = cfg.get("style") or self._default_action_button_style() + btn.setStyleSheet(style) + if cfg.get("icon"): + btn.setIcon(QIcon(cfg["icon"])) + icon_size = cfg.get("icon_size") + if isinstance(icon_size, (list, tuple)) and len(icon_size) == 2: + btn.setIconSize(QSize(icon_size[0], icon_size[1])) + cb_name = cfg.get("action") + cb = getattr(self, cb_name, None) if cb_name else None + if callable(cb): + btn.clicked.connect(cb) + else: + btn.setEnabled(False) + return btn + + def _add_button_row(self, parent_layout, row_cfg): + row = QHBoxLayout() + row.setContentsMargins(0, 0, 0, 0) + row.setSpacing(8) + + label_text = row_cfg.get("label") + if label_text: + label = QLabel(label_text) + label.setStyleSheet(self._section_label_style()) + label.setMinimumWidth(row_cfg.get("label_min_width", 110)) + row.addWidget(label) + + buttons = row_cfg.get("buttons", []) + for cfg in buttons: + btn = self._create_action_button(cfg) + row.addWidget(btn, cfg.get("stretch", 1 if len(buttons) == 1 else 0)) + + if row_cfg.get("add_stretch", True): + row.addStretch() + + parent_layout.addLayout(row) + + def _create_toggle_group(self, section_cfg): + group = QGroupBox() + group.setStyleSheet( + "QGroupBox {\n" + " border: 1px solid #90AF13;\n" + " border-radius: 5px;\n" + " margin-top: 0px;\n" + " padding-top: 5px;\n" + " background-color: white;\n" + "}" + ) + layout = QVBoxLayout() + layout.setContentsMargins(10, 10, 10, 10) + layout.setSpacing(10) + + header = QHBoxLayout() + title = QLabel(section_cfg.get("title", "")) + title.setStyleSheet("font-size: 13px; font-weight: bold; color: #333;") + header.addWidget(title) + header.addStretch() + + toggle_btn = QPushButton() + toggle_btn.setCursor(Qt.CursorShape.PointingHandCursor) + toggle_btn.setCheckable(True) + toggle_btn.setChecked(True) + toggle_btn.setIcon(QIcon(":/vectors/arrow_up_light.svg")) + toggle_btn.setIconSize(QSize(20, 20)) + toggle_btn.setStyleSheet( + "QPushButton {\n" + " background: transparent;\n" + " border: none;\n" + " padding: 2px;\n" + "}\n" + "QPushButton:hover {\n" + " background: transparent;\n" + "}\n" + "QPushButton:pressed {\n" + " background: transparent;\n" + "}" + ) + header.addWidget(toggle_btn) + layout.addLayout(header) + + body = QFrame() + body.setFrameShape(QFrame.NoFrame) + body_layout = QVBoxLayout(body) + body_layout.setContentsMargins(0, 0, 0, 0) + body_layout.setSpacing(10) + body.setVisible(True) + + for row_cfg in section_cfg.get("rows", []): + self._add_button_row(body_layout, row_cfg) + + layout.addWidget(body) + + def _toggle(checked): + body.setVisible(checked) + toggle_btn.setIcon(QIcon(":/vectors/arrow_up_light.svg" if checked else ":/vectors/arrow_down_light.svg")) + + toggle_btn.toggled.connect(_toggle) + group.setLayout(layout) + return group \ No newline at end of file diff --git a/src/osdagbridge/desktop/ui/template_page.py b/src/osdagbridge/desktop/ui/template_page.py index 9daf3b151..c93729456 100644 --- a/src/osdagbridge/desktop/ui/template_page.py +++ b/src/osdagbridge/desktop/ui/template_page.py @@ -215,7 +215,7 @@ def mousePressEvent(self, event): self.splitter.addWidget(self.central_widget) # root is the greatest level of parent that is the MainWindow - self.output_dock = OutputDock(parent=self) + self.output_dock = OutputDock(backend=self.backend, parent=self) self.splitter.addWidget(self.output_dock) # self.output_dock.setStyleSheet(self.output_dock.styleSheet()) self.output_dock.hide() diff --git a/src/osdagbridge/desktop/ui/utils/cad_palette.py b/src/osdagbridge/desktop/ui/utils/cad_palette.py new file mode 100644 index 000000000..dc11f6d7c --- /dev/null +++ b/src/osdagbridge/desktop/ui/utils/cad_palette.py @@ -0,0 +1,29 @@ +"""Shared color palette for 2D CAD-style previews. + +Keep all 2D CAD previews visually consistent across the desktop UI. +""" + +from __future__ import annotations + +from PySide6.QtGui import QColor + + +# Brand / primary accent used in CAD dimension lines. +OSDAG_BRAND_GREEN = QColor("#90AF13") + +# Typography used by CAD preview widgets. +OSDAG_FONT_FAMILY = "Ubuntu Sans" + +# Core CAD canvas + ink. +CAD_CANVAS_BG = QColor("#ffffff") +CAD_SHAPE_FILL = QColor("#fefefe") +CAD_OUTLINE = QColor("#1b1b1b") +CAD_TEXT = QColor("#0f0f0f") + +# Dimension system colors. +CAD_DIMENSION = QColor(OSDAG_BRAND_GREEN) +CAD_LABEL_BG = QColor(255, 255, 255, 230) + +# Placeholder styling (when no section/geometry is available). +CAD_PLACEHOLDER_BORDER = QColor("#b7b7b7") +CAD_PLACEHOLDER_TEXT = QColor("#6f6f6f") diff --git a/src/osdagbridge/desktop/ui/utils/rolled_section_preview.py b/src/osdagbridge/desktop/ui/utils/rolled_section_preview.py new file mode 100644 index 000000000..fabf29d32 --- /dev/null +++ b/src/osdagbridge/desktop/ui/utils/rolled_section_preview.py @@ -0,0 +1,700 @@ +"""Interactive section preview widget shared across Additional Inputs tabs.""" +from __future__ import annotations + +import math +from typing import Any, Dict, Optional + +from PySide6.QtCore import QPointF, QRectF, Qt +from PySide6.QtGui import QColor, QFont, QPainter, QPaintEvent, QPainterPath, QPen, QTextDocument +from PySide6.QtWidgets import QSizePolicy, QWidget + +from osdagbridge.desktop.ui.utils.cad_palette import ( + CAD_CANVAS_BG, + CAD_DIMENSION, + CAD_LABEL_BG, + CAD_OUTLINE, + CAD_PLACEHOLDER_BORDER, + CAD_PLACEHOLDER_TEXT, + CAD_SHAPE_FILL, + CAD_TEXT, + OSDAG_BRAND_GREEN, + OSDAG_FONT_FAMILY, +) + +try: # pragma: no cover - optional dependency + from osdagbridge.core.bridge_components.super_structure.girder.properties import BeamSection # type: ignore +except Exception: # pragma: no cover - fallback when module missing in current build + BeamSection = Any # type: ignore[misc,assignment] + +class RolledSectionPreview(QWidget): + """Render a rolled or welded section with CAD-style dimension annotations.""" + + def __init__(self, parent: Optional[QWidget] = None) -> None: + super().__init__(parent) + self._section: Optional[BeamSection] = None + self._dimensions: Dict[str, float] = {} + + self._outline_color = QColor(CAD_OUTLINE) + self._outline_width = 3.0 + self._brand_color = QColor(OSDAG_BRAND_GREEN) + self._dimension_color = QColor(CAD_DIMENSION) + self._dimension_keys = ("tfw", "tft", "bfw", "bft", "d", "wt") + self._dimension_palette = {key: QColor(CAD_DIMENSION) for key in self._dimension_keys} + self._label_bg = QColor(CAD_LABEL_BG) + self._text_color = QColor(CAD_TEXT) + self._brand_font_family = OSDAG_FONT_FAMILY + self._show_welds = False + + self._outer_margin = 16 + self._annotation_margin_top = 36 + self._annotation_margin_bottom = 28 + self._annotation_margin_left = 52 + self._annotation_margin_right = 74 + self._dim_gap = 12 + self._arrow_size = 9 + + self._min_root_radius_px = 8.0 + self._min_toe_radius_px = 4.0 + + self.setMinimumSize(360, 260) + self.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Expanding) + + # ------------------------------------------------------------------ + # Public API + # ------------------------------------------------------------------ + def set_section(self, section: Optional[BeamSection]) -> None: + """Update the preview to show the supplied rolled ``BeamSection``.""" + + self._section = section + if section is None: + self._dimensions = {} + else: + self._dimensions = { + "depth": self._extract_dimension(section, ("depth_mm", "depth"), 0.0), + "top_flange_width": self._extract_dimension(section, ("flange_width_mm", "top_flange_width_mm"), 0.0), + "bottom_flange_width": self._extract_dimension(section, ("flange_width_mm", "bottom_flange_width_mm"), 0.0), + "web_thickness": self._extract_dimension(section, ("web_thickness_mm", "web_thickness"), 0.0), + "top_flange_thickness": self._extract_dimension(section, ("flange_thickness_mm", "top_flange_thickness_mm"), 0.0), + "bottom_flange_thickness": self._extract_dimension(section, ("flange_thickness_mm", "bottom_flange_thickness_mm"), 0.0), + "root_radius_mm": self._extract_dimension(section, ("root_radius_r1_mm", "root_radius_mm", "root_radius"), 0.0), + "toe_radius_mm": self._extract_dimension(section, ("root_radius_r2_mm", "toe_radius_mm", "toe_radius"), 0.0), + } + self._show_welds = False + self.update() + + def set_dimensions( + self, + *, + depth_mm: float, + flange_width_mm: float, + web_thickness_mm: float, + flange_thickness_mm: float, + bottom_flange_width_mm: Optional[float] = None, + bottom_flange_thickness_mm: Optional[float] = None, + show_welds: bool = False, + ) -> None: + """Feed custom dimensions directly (e.g., for welded sections).""" + + self._section = None + self._dimensions = { + "depth": float(depth_mm), + "top_flange_width": float(flange_width_mm), + "bottom_flange_width": float(bottom_flange_width_mm or flange_width_mm), + "web_thickness": float(web_thickness_mm), + "top_flange_thickness": float(flange_thickness_mm), + "bottom_flange_thickness": float(bottom_flange_thickness_mm or flange_thickness_mm), + "root_radius_mm": 0.0, + "toe_radius_mm": 0.0, + } + self._show_welds = show_welds + self.update() + + def clear(self) -> None: + """Reset the preview to an empty placeholder.""" + + self._section = None + self._dimensions = {} + self._show_welds = False + self.update() + + # ------------------------------------------------------------------ + # QWidget overrides + # ------------------------------------------------------------------ + def paintEvent(self, event: QPaintEvent) -> None: # noqa: D401 - Qt override + painter = QPainter(self) + painter.setRenderHint(QPainter.Antialiasing, True) + # Force a light canvas so the widget stays readable even when the + # application uses a dark palette. + painter.fillRect(self.rect(), QColor(CAD_CANVAS_BG)) + + if not self._dimensions: + self._draw_placeholder(painter) + return + + dims = self._dimensions + depth = max(dims.get("depth", 0.0), 1.0) + top_width = max(dims.get("top_flange_width", 0.0), 1.0) + bottom_width = max(dims.get("bottom_flange_width", top_width), 1.0) + web_thickness = max(dims.get("web_thickness", 0.0), 0.5) + top_thickness = max(dims.get("top_flange_thickness", 0.0), 0.5) + bottom_thickness = max(dims.get("bottom_flange_thickness", top_thickness), 0.5) + + usable_rect = self.rect().adjusted( + self._outer_margin + 20, + self._outer_margin, + -self._outer_margin, + -self._outer_margin, + ) + beam_rect = QRectF( + usable_rect.left() + self._annotation_margin_left, + usable_rect.top() + self._annotation_margin_top, + max(20.0, usable_rect.width() - self._annotation_margin_left - self._annotation_margin_right), + max(20.0, usable_rect.height() - self._annotation_margin_top - self._annotation_margin_bottom), + ) + + max_width = max(top_width, bottom_width) + scale_w = beam_rect.width() / max_width + scale_h = beam_rect.height() / depth + scale = min(scale_w, scale_h) * 0.92 + + beam_height = depth * scale + top_height = min(top_thickness * scale, beam_height * 0.4) + bottom_height = min(bottom_thickness * scale, beam_height * 0.4) + web_height = max(beam_height - top_height - bottom_height, scale * 2.0) + + center_x = beam_rect.center().x() + top_y = beam_rect.center().y() - (top_height + web_height + bottom_height) / 2.0 + + top_flange = QRectF( + center_x - (top_width * scale) / 2.0, + top_y, + top_width * scale, + top_height, + ) + web = QRectF( + center_x - (web_thickness * scale) / 2.0, + top_flange.bottom(), + max(1.0, web_thickness * scale), + web_height, + ) + bottom_flange = QRectF( + center_x - (bottom_width * scale) / 2.0, + web.bottom(), + bottom_width * scale, + bottom_height, + ) + + root_radius_px = float(dims.get("root_radius_mm", 0.0)) * scale + toe_radius_px = float(dims.get("toe_radius_mm", 0.0)) * scale + + section_path = self._build_section_path( + top_flange, + web, + bottom_flange, + root_radius_px, + toe_radius_px, + ) + + painter.save() + outline_pen = QPen(self._outline_color, self._outline_width) + outline_pen.setJoinStyle(Qt.MiterJoin) + painter.setPen(outline_pen) + painter.setBrush(QColor(CAD_SHAPE_FILL)) + if section_path is not None: + painter.drawPath(section_path) + else: + painter.drawRect(top_flange) + painter.drawRect(web) + painter.drawRect(bottom_flange) + painter.restore() + + if self._show_welds: + self._draw_welds(painter, top_flange, web, bottom_flange) + + font = QFont(self.font()) + font.setFamily(self._brand_font_family) + font.setPointSizeF(max(9.0, font.pointSizeF())) + painter.setFont(font) + + tfw_color = self._set_dimension_pen(painter, "tfw") + width_dim_y = self._snap_coordinate(top_flange.top() - self._dim_gap) + left_extension_end = QPointF(self._snap_coordinate(top_flange.left()), width_dim_y) + right_extension_end = QPointF(self._snap_coordinate(top_flange.right()), width_dim_y) + painter.drawLine(QPointF(left_extension_end.x(), top_flange.top()), left_extension_end) + painter.drawLine(QPointF(right_extension_end.x(), top_flange.top()), right_extension_end) + self._draw_dimension_line( + painter, + left_extension_end, + right_extension_end, + tfw_color, + ) + self._draw_label( + painter, + self._format_label_markup("tfw", top_width), + QPointF(top_flange.center().x(), width_dim_y - 6), + Qt.AlignHCenter | Qt.AlignBottom, + with_background=False, + color=tfw_color, + ) + + tft_color = self._set_dimension_pen(painter, "tft") + self._draw_vertical_thickness_dimension( + painter, + top_flange.left(), + top_flange.top(), + top_flange.bottom(), + top_thickness, + tft_color, + label_symbol="tft", + label_align=Qt.AlignRight | Qt.AlignVCenter, + ) + + bfw_color = self._set_dimension_pen(painter, "bfw") + bottom_width_dim_y = self._snap_coordinate(bottom_flange.bottom() + self._dim_gap) + bottom_left_extension = QPointF(self._snap_coordinate(bottom_flange.left()), bottom_width_dim_y) + bottom_right_extension = QPointF(self._snap_coordinate(bottom_flange.right()), bottom_width_dim_y) + painter.drawLine(QPointF(bottom_left_extension.x(), bottom_flange.bottom()), bottom_left_extension) + painter.drawLine(QPointF(bottom_right_extension.x(), bottom_flange.bottom()), bottom_right_extension) + self._draw_dimension_line( + painter, + bottom_left_extension, + bottom_right_extension, + bfw_color, + ) + self._draw_label( + painter, + self._format_label_markup("bfw", bottom_width), + QPointF(bottom_flange.center().x(), bottom_width_dim_y + 6), + Qt.AlignHCenter | Qt.AlignTop, + with_background=False, + color=bfw_color, + ) + + bft_color = self._set_dimension_pen(painter, "bft") + self._draw_vertical_thickness_dimension( + painter, + bottom_flange.left(), + bottom_flange.top(), + bottom_flange.bottom(), + bottom_thickness, + bft_color, + label_symbol="bft", + label_align=Qt.AlignRight | Qt.AlignVCenter, + ) + + depth_color = self._set_dimension_pen(painter, "d") + anchor_x = self._snap_coordinate(bottom_flange.right()) + depth_dim_x = self._snap_coordinate(anchor_x + self._dim_gap) + top_depth_extension = QPointF(depth_dim_x, self._snap_coordinate(top_flange.top())) + bottom_depth_extension = QPointF(depth_dim_x, self._snap_coordinate(bottom_flange.bottom())) + painter.drawLine(QPointF(anchor_x, top_depth_extension.y()), top_depth_extension) + painter.drawLine(QPointF(anchor_x, bottom_depth_extension.y()), bottom_depth_extension) + self._draw_dimension_line( + painter, + top_depth_extension, + bottom_depth_extension, + depth_color, + ) + self._draw_label( + painter, + self._format_label_markup("d", depth), + QPointF(depth_dim_x + 10, (top_flange.top() + bottom_flange.bottom()) / 2.0), + Qt.AlignLeft | Qt.AlignVCenter, + with_background=False, + color=depth_color, + ) + + wt_color = self._set_dimension_pen(painter, "wt") + self._draw_web_thickness_dimension( + painter, + web.left(), + web.right(), + web.center().y(), + web_thickness, + wt_color, + label_symbol="wt", + ) + + # ------------------------------------------------------------------ + # Drawing helpers + # ------------------------------------------------------------------ + def _build_section_path( + self, + top_flange: QRectF, + web: QRectF, + bottom_flange: QRectF, + root_radius: float, + toe_radius: float, + ) -> Optional[QPainterPath]: + if min(top_flange.width(), bottom_flange.width(), web.width()) <= 0: + return None + + tf_left, tf_right = top_flange.left(), top_flange.right() + tf_top, tf_bottom = top_flange.top(), top_flange.bottom() + bf_left, bf_right = bottom_flange.left(), bottom_flange.right() + bf_top, bf_bottom = bottom_flange.top(), bottom_flange.bottom() + web_left, web_right = web.left(), web.right() + + top_root = self._effective_root_radius_px(root_radius, top_flange, web) + bottom_root = self._effective_root_radius_px(root_radius, bottom_flange, web) + top_toe = self._effective_toe_radius_px(toe_radius, top_flange) + bottom_toe = self._effective_toe_radius_px(toe_radius, bottom_flange) + + path = QPainterPath() + path.moveTo(tf_left, tf_top) + path.lineTo(tf_right, tf_top) + path.lineTo(tf_right, tf_bottom - top_toe) + if top_toe > 0: + rect = QRectF(tf_right - 2 * top_toe, tf_bottom - 2 * top_toe, 2 * top_toe, 2 * top_toe) + path.arcTo(rect, 0, -90) + else: + path.lineTo(tf_right, tf_bottom) + path.lineTo(web_right + top_root, tf_bottom) + if top_root > 0: + rect = QRectF(web_right, tf_bottom, 2 * top_root, 2 * top_root) + path.arcTo(rect, 90, 90) + else: + path.lineTo(web_right, tf_bottom) + path.lineTo(web_right, bf_top - bottom_root) + if bottom_root > 0: + rect = QRectF(web_right, bf_top - 2 * bottom_root, 2 * bottom_root, 2 * bottom_root) + path.arcTo(rect, 180, 90) + else: + path.lineTo(web_right, bf_top) + path.lineTo(bf_right - bottom_toe, bf_top) + if bottom_toe > 0: + rect = QRectF(bf_right - 2 * bottom_toe, bf_top, 2 * bottom_toe, 2 * bottom_toe) + path.arcTo(rect, 90, -90) + else: + path.lineTo(bf_right, bf_top) + path.lineTo(bf_right, bf_bottom) + path.lineTo(bf_left, bf_bottom) + path.lineTo(bf_left, bf_top + bottom_toe) + if bottom_toe > 0: + rect = QRectF(bf_left, bf_top, 2 * bottom_toe, 2 * bottom_toe) + path.arcTo(rect, 180, -90) + else: + path.lineTo(bf_left, bf_top) + path.lineTo(web_left - bottom_root, bf_top) + if bottom_root > 0: + rect = QRectF(web_left - 2 * bottom_root, bf_top - 2 * bottom_root, 2 * bottom_root, 2 * bottom_root) + path.arcTo(rect, 270, 90) + else: + path.lineTo(web_left, bf_top) + path.lineTo(web_left, tf_bottom + top_root) + if top_root > 0: + rect = QRectF(web_left - 2 * top_root, tf_bottom, 2 * top_root, 2 * top_root) + path.arcTo(rect, 0, 90) + else: + path.lineTo(web_left, tf_bottom) + path.lineTo(tf_left + top_toe, tf_bottom) + if top_toe > 0: + rect = QRectF(tf_left, tf_bottom - 2 * top_toe, 2 * top_toe, 2 * top_toe) + path.arcTo(rect, 270, -90) + else: + path.lineTo(tf_left, tf_bottom) + path.lineTo(tf_left, tf_top) + path.closeSubpath() + return path + + def _snap_coordinate(self, value: float, *, precision: float = 0.5) -> float: + if not precision or precision <= 0: + return value + return round(value / precision) * precision + + def _effective_toe_radius_px(self, requested: float, flange: QRectF) -> float: + if self._show_welds: + return 0.0 + max_radius = max(0.0, min(flange.width() / 2.0, flange.height())) + if max_radius == 0.0: + return 0.0 + val = max(requested, self._min_toe_radius_px) + return self._snap_coordinate(min(val, max_radius)) + + def _effective_root_radius_px(self, requested: float, flange: QRectF, web: QRectF) -> float: + if self._show_welds: + return 0.0 + flange_overhang = (flange.width() - web.width()) / 2.0 + max_radius = max(0.0, min(flange_overhang, web.height() / 2.0)) + if max_radius == 0.0: + return 0.0 + val = max(requested, self._min_root_radius_px) + return self._snap_coordinate(min(val, max_radius)) + + def _draw_welds(self, painter: QPainter, top_flange: QRectF, web: QRectF, bottom_flange: QRectF) -> None: + painter.save() + painter.setRenderHint(QPainter.Antialiasing, True) + # Keep weld triangles visible on a light theme. + fill_color = QColor("#111111") + outline_pen = QPen(QColor("#111111"), 0.9) + outline_pen.setCosmetic(True) + painter.setBrush(fill_color) + painter.setPen(outline_pen) + + horizontal_leg = max(4.0, min(web.width() * 0.8, 24.0)) + top_vertical_leg = max(4.0, min(top_flange.height() * 0.9, 22.0)) + bottom_vertical_leg = max(4.0, min(bottom_flange.height() * 0.9, 22.0)) + + for sign in (-1, 1): + top_corner_x = web.left() if sign < 0 else web.right() + top_corner = QPointF(top_corner_x, top_flange.bottom()) + painter.drawPath( + self._build_fillet_path( + top_corner, + horizontal_leg, + top_vertical_leg, + horizontal_sign=sign, + vertical_sign=1.0, + ) + ) + + bottom_corner_x = web.left() if sign < 0 else web.right() + bottom_corner = QPointF(bottom_corner_x, bottom_flange.top()) + painter.drawPath( + self._build_fillet_path( + bottom_corner, + horizontal_leg, + bottom_vertical_leg, + horizontal_sign=sign, + vertical_sign=-1.0, + ) + ) + + painter.restore() + + def _build_fillet_path( + self, + corner: QPointF, + horizontal_leg: float, + vertical_leg: float, + *, + horizontal_sign: float, + vertical_sign: float, + ) -> QPainterPath: + leg_x = horizontal_leg * horizontal_sign + leg_y = vertical_leg * vertical_sign + path = QPainterPath(corner) + path.lineTo(QPointF(corner.x() + leg_x, corner.y())) + control = QPointF(corner.x() + leg_x * 0.55, corner.y() + leg_y * 0.55) + path.quadTo(control, QPointF(corner.x(), corner.y() + leg_y)) + path.closeSubpath() + return path + + def _draw_placeholder(self, painter: QPainter) -> None: + painter.save() + pen = QPen(QColor(CAD_PLACEHOLDER_BORDER), 1.2, Qt.DashLine) + pen.setCosmetic(True) + painter.setPen(pen) + painter.drawRect(self.rect().adjusted(12, 12, -12, -12)) + painter.setPen(QColor(CAD_PLACEHOLDER_TEXT)) + font = QFont(self.font()) + font.setFamily(self._brand_font_family) + font.setPointSizeF(max(font.pointSizeF(), 10.0)) + painter.setFont(font) + painter.drawText(self.rect(), Qt.AlignCenter, "Select a section to preview") + painter.restore() + + def _set_dimension_pen(self, painter: QPainter, key: str) -> QColor: + color = self._dimension_palette.get(key, self._dimension_color) + pen = QPen(color, 1.6) + pen.setCosmetic(True) + pen.setCapStyle(Qt.FlatCap) + painter.setPen(pen) + return color + + def _draw_vertical_thickness_dimension( + self, + painter: QPainter, + flange_edge_x: float, + top_y: float, + bottom_y: float, + thickness: Optional[float], + color: QColor, + *, + label_symbol: str, + label_align: Qt.Alignment, + ) -> None: + extension = self._dim_gap * 0.9 + anchor_x = self._snap_coordinate(flange_edge_x) + dimension_x = self._snap_coordinate(anchor_x - extension) + snapped_top_y = self._snap_coordinate(top_y) + snapped_bottom_y = self._snap_coordinate(bottom_y) + top_extension = QPointF(dimension_x, snapped_top_y) + bottom_extension = QPointF(dimension_x, snapped_bottom_y) + + painter.drawLine(QPointF(anchor_x, snapped_top_y), top_extension) + painter.drawLine(QPointF(anchor_x, snapped_bottom_y), bottom_extension) + painter.drawLine(top_extension, bottom_extension) + self._draw_arrow_head(painter, top_extension, QPointF(0, -1), color) + self._draw_arrow_head(painter, bottom_extension, QPointF(0, 1), color) + + label_anchor = QPointF( + dimension_x - self._dim_gap * 0.4, + (snapped_top_y + snapped_bottom_y) / 2.0, + ) + self._draw_label( + painter, + self._format_label_markup(label_symbol, thickness), + label_anchor, + label_align, + with_background=False, + color=color, + ) + + def _draw_web_thickness_dimension( + self, + painter: QPainter, + left_x: float, + right_x: float, + mid_y: float, + thickness: Optional[float], + color: QColor, + *, + label_symbol: str, + ) -> None: + snapped_mid_y = self._snap_coordinate(mid_y) + left_point = QPointF(self._snap_coordinate(left_x), snapped_mid_y) + right_point = QPointF(self._snap_coordinate(right_x), snapped_mid_y) + painter.drawLine(left_point, right_point) + self._draw_arrow_head(painter, left_point, QPointF(-1, 0), color) + self._draw_arrow_head(painter, right_point, QPointF(1, 0), color) + + label_offset = self._dim_gap * 0.6 + label_anchor = QPointF(left_point.x() - label_offset, snapped_mid_y) + self._draw_label( + painter, + self._format_label_markup(label_symbol, thickness), + label_anchor, + Qt.AlignRight | Qt.AlignVCenter, + with_background=False, + color=color, + ) + + def _draw_dimension_line( + self, + painter: QPainter, + start: QPointF, + end: QPointF, + color: QColor, + *, + external: bool = False, + ) -> None: + direction = QPointF(end.x() - start.x(), end.y() - start.y()) + length = math.hypot(direction.x(), direction.y()) + if length == 0: + return + painter.drawLine(start, end) + self._draw_arrow_head(painter, start, direction, color) + self._draw_arrow_head(painter, end, QPointF(-direction.x(), -direction.y()), color) + + def _draw_arrow_head(self, painter: QPainter, tip: QPointF, direction: QPointF, color: QColor) -> None: + length = math.hypot(direction.x(), direction.y()) + if length == 0: + return + + unit = QPointF(direction.x() / length, direction.y() / length) + normal = QPointF(-unit.y(), unit.x()) + + arrow = self._arrow_size + arrow_length = arrow * 1.3 + arrow_half_width = arrow * 0.25 + + base = tip + unit * arrow_length + left = base + normal * arrow_half_width + right = base - normal * arrow_half_width + + painter.save() + painter.setBrush(color) + painter.setPen(Qt.NoPen) + painter.drawPolygon([tip, left, right]) + painter.restore() + + def _draw_label( + self, + painter: QPainter, + text: str, + anchor: QPointF, + align: Qt.Alignment, + *, + with_background: bool = True, + color: Optional[QColor] = None, + ) -> None: + text_color = color or self._text_color + html_text = text if color is None else f'{text}' + + doc = QTextDocument() + doc.setDefaultFont(painter.font()) + doc.setHtml(html_text) + text_size = doc.size() + padding_x = 6 + padding_y = 4 + rect = QRectF(0, 0, text_size.width() + padding_x * 2, text_size.height() + padding_y * 2) + + if align & Qt.AlignLeft: + rect.moveLeft(anchor.x()) + elif align & Qt.AlignRight: + rect.moveRight(anchor.x()) + else: + rect.moveCenter(QPointF(anchor.x(), rect.center().y())) + + if align & Qt.AlignTop: + rect.moveTop(anchor.y()) + elif align & Qt.AlignBottom: + rect.moveBottom(anchor.y()) + else: + rect.moveCenter(QPointF(rect.center().x(), anchor.y())) + + content_rect = QRectF( + rect.left() + padding_x, + rect.top() + padding_y, + text_size.width(), + text_size.height(), + ) + + if with_background: + painter.save() + painter.setPen(Qt.NoPen) + painter.setBrush(self._label_bg) + painter.drawRoundedRect(rect, 4, 4) + painter.restore() + + painter.save() + painter.translate(content_rect.topLeft()) + doc.drawContents(painter) + painter.restore() + + def _format_label_markup(self, symbol: str, value: Optional[float] = None) -> str: + formatted_symbol = self._format_symbol_markup(symbol) + if value is None: + return formatted_symbol + return f"{formatted_symbol} = {self._format_mm(value)}" + + @staticmethod + def _format_symbol_markup(symbol: str) -> str: + clean = symbol.lower().strip() + if len(clean) <= 1: + return clean or symbol + return f"{clean[0]}{clean[1:]}" + + @staticmethod + def _color_to_hex(color: QColor) -> str: + return color.name(QColor.HexRgb) + + @staticmethod + def _format_mm(value: float) -> str: + rounded = round(value) + if abs(value - rounded) < 0.01: + return f"{rounded} mm" + return f"{value:.1f} mm" + + @staticmethod + def _extract_dimension(section: BeamSection, names, default: float) -> float: + for attr in names if isinstance(names, (tuple, list)) else (names,): + if hasattr(section, attr): + raw = getattr(section, attr) + if raw is not None: + try: + return float(raw) + except (TypeError, ValueError): + continue + return float(default) diff --git a/src/osdagbridge/desktop/ui/widgets/placeholder_section_preview.py b/src/osdagbridge/desktop/ui/widgets/placeholder_section_preview.py new file mode 100644 index 000000000..000834a00 --- /dev/null +++ b/src/osdagbridge/desktop/ui/widgets/placeholder_section_preview.py @@ -0,0 +1,66 @@ +from __future__ import annotations + +from PySide6.QtCore import Qt +from PySide6.QtWidgets import QLabel, QStackedLayout, QWidget + +from osdagbridge.desktop.ui.widgets.section_viewer import SectionPreviewWidget + + +class PlaceholderSectionPreviewWidget(QWidget): + """A SectionPreviewWidget that shows a placeholder when empty. + + The underlying SectionPreviewWidget renders nothing when no section is set, + which can look like a blank/disabled UI. This wrapper keeps a consistent + placeholder text (e.g. "Bracing", "Top Bracket") until a section is set. + """ + + def __init__(self, placeholder_text: str, min_height: int = 110, parent: QWidget | None = None): + super().__init__(parent) + + self._placeholder = QLabel(placeholder_text) + self._placeholder.setAlignment(Qt.AlignCenter) + self._placeholder.setMinimumHeight(min_height) + self._placeholder.setStyleSheet( + "QLabel { border: 1px solid #d0d0d0; border-radius: 10px; " + "background-color: #f7f7f7; font-weight: bold; color: #5b5b5b; }" + ) + + self._preview = SectionPreviewWidget() + self._preview.setMinimumHeight(min_height) + self._preview.setStyleSheet( + "QWidget { border: 1px solid #d0d0d0; border-radius: 10px; background-color: #ffffff; }" + ) + + self._stack = QStackedLayout(self) + self._stack.setContentsMargins(0, 0, 0, 0) + self._stack.addWidget(self._placeholder) + self._stack.addWidget(self._preview) + + self.set_section("", "") + + def set_section(self, section_type: str, designation: str, *args): + section_type = (section_type or "").strip() + designation = (designation or "").strip() + + if not section_type and not designation: + # Ensure placeholder is visible. + self._stack.setCurrentWidget(self._placeholder) + try: + self._preview.set_section("", "") + except Exception: + pass + return + + self._stack.setCurrentWidget(self._preview) + try: + self._preview.set_section(section_type, designation, *args) + except TypeError: + # Some call sites may pass an optional third argument. + self._preview.set_section(section_type, designation) + + def clear(self) -> None: + self.set_section("", "") + + @property + def preview(self) -> SectionPreviewWidget: + return self._preview diff --git a/src/osdagbridge/desktop/ui/widgets/section_viewer.py b/src/osdagbridge/desktop/ui/widgets/section_viewer.py index 85d5ed0a7..bea985765 100644 --- a/src/osdagbridge/desktop/ui/widgets/section_viewer.py +++ b/src/osdagbridge/desktop/ui/widgets/section_viewer.py @@ -10,6 +10,15 @@ from PySide6.QtGui import QColor, QFont, QFontMetrics, QPainter, QPainterPath, QPen from PySide6.QtWidgets import QWidget +from osdagbridge.desktop.ui.utils.cad_palette import ( + CAD_CANVAS_BG, + CAD_DIMENSION, + CAD_OUTLINE, + CAD_PLACEHOLDER_BORDER, + CAD_PLACEHOLDER_TEXT, + CAD_SHAPE_FILL, +) + DB_PATH = Path(__file__).resolve().parents[3] / "core" / "data" / "ResourceFiles" / "Intg_osdag.sqlite" @@ -306,10 +315,13 @@ def paintEvent(self, event): painter = QPainter(self) painter.setRenderHint(QPainter.Antialiasing) # Force a light background for clarity in embedded previews - painter.fillRect(self.rect(), QColor("#ffffff")) + painter.fillRect(self.rect(), QColor(CAD_CANVAS_BG)) if not self._geometry: - painter.setPen(QPen(QColor("#ffffff"), 1, Qt.DashLine)) + pen = QPen(QColor(CAD_PLACEHOLDER_BORDER), 1.2, Qt.DashLine) + painter.setPen(pen) + painter.drawRect(self.rect().adjusted(12, 12, -12, -12)) + painter.setPen(QColor(CAD_PLACEHOLDER_TEXT)) painter.drawText(self.rect(), Qt.AlignCenter, "No section") return @@ -337,8 +349,8 @@ def paintEvent(self, event): painter.scale(scale, -scale) # flip Y for engineering orientation painter.translate(-combined.center()) - pen = QPen(QColor("#90AF13"), 1.8 / max(scale, 1e-3)) - fill_brush = QColor("#BBE31A") + pen = QPen(QColor(CAD_OUTLINE), 1.8 / max(scale, 1e-3)) + fill_brush = QColor(CAD_SHAPE_FILL) for path in self._geometry: painter.setPen(pen) @@ -435,12 +447,12 @@ def _draw_channel_dimensions(self, painter: QPainter, bbox: QRectF, scale: float # For double channel, show tw at the center where the two webs meet, but keep it visible self._draw_dim_line_h(painter, scale, -tw, 0, y_top - offset, "t", self._fmt_val(tw), subscript="w", outer_arrows=True, label_pos="below") - helper_pen = QPen(QColor("#000000"), 1.2 / max(scale, 1e-3)) + helper_pen = QPen(QColor(CAD_DIMENSION), 1.2 / max(scale, 1e-3)) painter.setPen(helper_pen) start_y = y_top painter.drawLine(QPointF(-tw, start_y), QPointF(0, start_y)) # Dashed leader lines from the web edges up to the dimension line to show what tw measures - dash_pen = QPen(QColor("#000000"), 0.9 / max(scale, 1e-3), Qt.DashLine) + dash_pen = QPen(QColor(CAD_DIMENSION), 0.9 / max(scale, 1e-3), Qt.DashLine) painter.setPen(dash_pen) # Draw from bottom of flange (y_top + tf) to dimension line (y_top - offset) painter.drawLine(QPointF(-tw, start_y + tf), QPointF(-tw, y_top - offset)) @@ -460,7 +472,7 @@ def _draw_dim_line_h(self, painter: QPainter, scale: float, symbol: str, value: str, subscript: str = None, outer_arrows: bool = False, label_pos: str = "above") -> None: """Draw horizontal dimension line with arrows and label.""" - dim_pen = QPen(QColor("#000000"), 0.8 / max(scale, 1e-3)) + dim_pen = QPen(QColor(CAD_DIMENSION), 0.8 / max(scale, 1e-3)) painter.setPen(dim_pen) painter.setBrush(Qt.NoBrush) @@ -475,7 +487,7 @@ def _draw_dim_line_h(self, painter: QPainter, scale: float, # Arrowheads - keep consistent pixel size by scaling down in world space (3:1 ratio) arrow_length = 9.0 / max(scale, 1e-3) arrow_half_width = 3.0 / max(scale, 1e-3) - painter.setBrush(QColor("#000000")) # Fill the arrowheads + painter.setBrush(QColor(CAD_DIMENSION)) # Fill the arrowheads if outer_arrows: # Arrows pointing inward from outside (for small dimensions) ext_len = 12.0 @@ -522,7 +534,7 @@ def _draw_dim_line_v(self, painter: QPainter, scale: float, symbol: str, value: str, subscript: str = None, outer_arrows: bool = False, label_right: bool = False) -> None: """Draw vertical dimension line with arrows and label.""" - dim_pen = QPen(QColor("#000000"), 0.8 / max(scale, 1e-3)) + dim_pen = QPen(QColor(CAD_DIMENSION), 0.8 / max(scale, 1e-3)) painter.setPen(dim_pen) painter.setBrush(Qt.NoBrush) @@ -537,7 +549,7 @@ def _draw_dim_line_v(self, painter: QPainter, scale: float, # Arrowheads - keep consistent pixel size by scaling down in world space (3:1 ratio) arrow_length = 9.0 / max(scale, 1e-3) arrow_half_width = 3.0 / max(scale, 1e-3) - painter.setBrush(QColor("#000000")) # Fill the arrowheads + painter.setBrush(QColor(CAD_DIMENSION)) # Fill the arrowheads if outer_arrows: # Arrows pointing inward from outside (for small dimensions) ext_len = 12.0 @@ -650,7 +662,7 @@ def _draw_subscript_label(self, painter: QPainter, scale: float, text_height = fm_main.height() # Background rect: slightly padded bg_rect = QRectF(start_x - 2, py - text_height + 4, total_width + 4, text_height) - painter.fillRect(bg_rect, QColor("#0f0f0f")) + painter.fillRect(bg_rect, QColor(255, 255, 255, 235)) # Draw function for a single pass def draw_segments(color: QColor, offset_x: float = 0, offset_y: float = 0): @@ -662,7 +674,7 @@ def draw_segments(color: QColor, offset_x: float = 0, offset_y: float = 0): painter.drawText(QPointF(cursor_x, py + y_shift + offset_y), text) cursor_x += fm.horizontalAdvance(text) - draw_segments(QColor("#000000")) + draw_segments(QColor(CAD_DIMENSION)) painter.restore() From 7275d48eb03e50394700113e3af30db45d3be72e Mon Sep 17 00:00:00 2001 From: mhsuhail00 Date: Wed, 25 Feb 2026 17:35:24 +0530 Subject: [PATCH 048/225] Connect CAD update when value changed --- src/osdagbridge/desktop/ui/docks/input_dock.py | 6 ++++++ 1 file changed, 6 insertions(+) diff --git a/src/osdagbridge/desktop/ui/docks/input_dock.py b/src/osdagbridge/desktop/ui/docks/input_dock.py index 4d4e620f9..963c6f7dc 100644 --- a/src/osdagbridge/desktop/ui/docks/input_dock.py +++ b/src/osdagbridge/desktop/ui/docks/input_dock.py @@ -1094,6 +1094,9 @@ def _create_input_widget(self, key, field_type, values, validator, metadata): if field_type == TYPE_COMBOBOX: widget = NoScrollComboBox() + # Connect instant 2D CAD update + # widget.currentTextChanged.connect(self.emit_value_changed) + apply_field_style(widget) if values: widget.addItems(values) @@ -1120,6 +1123,9 @@ def _create_input_widget(self, key, field_type, values, validator, metadata): pass elif field_type == TYPE_TEXTBOX: widget = QLineEdit() + # Connect instant 2D CAD update + # widget.textChanged.connect(self.emit_value_changed) + apply_field_style(widget) validator_instance = self.get_validator(validator) if validator_instance: From 34d99af328ac7ea6c9011ac4783a15290a421842 Mon Sep 17 00:00:00 2001 From: mhsuhail00 Date: Sat, 28 Feb 2026 17:02:32 +0530 Subject: [PATCH 049/225] fix: 2d cad update on input dock value changed Collect values in get_all_input_values() using key and self.input_dock_widget --- .gitignore | 1 + src/osdagbridge/core/utils/common.py | 2 +- .../desktop/ui/docks/cad_dual_view.py | 4 +- .../desktop/ui/docks/input_dock.py | 66 +++++++++++++------ src/osdagbridge/desktop/ui/template_page.py | 1 + 5 files changed, 52 insertions(+), 22 deletions(-) diff --git a/.gitignore b/.gitignore index 0dd896628..51234242b 100644 --- a/.gitignore +++ b/.gitignore @@ -3,6 +3,7 @@ *.py[codz] *$py.class .DS_Store +*/.vscode/* # C extensions *.so diff --git a/src/osdagbridge/core/utils/common.py b/src/osdagbridge/core/utils/common.py index 553d8dea4..b8bed19aa 100644 --- a/src/osdagbridge/core/utils/common.py +++ b/src/osdagbridge/core/utils/common.py @@ -557,7 +557,7 @@ def connectdb(table_name, popup=None): GPa = kilo * MPa kPa = kilo * Pa -KEY_FOOTPATH = ["None", "Single Side", "Both Sides"] +KEY_FOOTPATH = "Footpath" KEY_SAFETY_KERB_MIN_WIDTH = 750 # in mm KEY_SAFETY_KERB_PLACEMENT = ['Single Side', 'Both Sides', ] KEY_FOOTPATH_CLEAR_MIN_WIDTH = 1500 # in mm diff --git a/src/osdagbridge/desktop/ui/docks/cad_dual_view.py b/src/osdagbridge/desktop/ui/docks/cad_dual_view.py index 81056f64a..2994a8a70 100644 --- a/src/osdagbridge/desktop/ui/docks/cad_dual_view.py +++ b/src/osdagbridge/desktop/ui/docks/cad_dual_view.py @@ -193,8 +193,8 @@ def update_from_osdag_inputs(self, input_dict): params['footpath_thickness'] = float(input_dict[KEY_FOOTPATH_THICKNESS]) # Map footpath configuration - if "footpath" in input_dict: - footpath_value = input_dict["footpath"] + if KEY_FOOTPATH in input_dict: + footpath_value = input_dict[KEY_FOOTPATH] if footpath_value == "None": params['footpath_config'] = 'none' elif footpath_value == "Single Sided": diff --git a/src/osdagbridge/desktop/ui/docks/input_dock.py b/src/osdagbridge/desktop/ui/docks/input_dock.py index 963c6f7dc..8f32878d9 100644 --- a/src/osdagbridge/desktop/ui/docks/input_dock.py +++ b/src/osdagbridge/desktop/ui/docks/input_dock.py @@ -200,6 +200,7 @@ def paintEvent(self, event): self.update_lock_icon() return super().paintEvent(event) + # Collect all the input dock data to update 2D Cad def get_all_input_values(self): """Collect all input values from the input dock""" input_values = {} @@ -213,34 +214,57 @@ def get_numeric_value(widget): return float(text) except ValueError: pass + elif isinstance(widget, QComboBox): + text = widget.currentText().strip() + return text return None + # # Collect all the Input Fields + # for tupple in self.backend.input_values(): + # if tupple[2] in [TYPE_COMBOBOX, TYPE_TEXTBOX]: + # key = tupple[0] + # widget = self.input_dock_widget.findChild(QWidget, key) + # if widget: + # val = get_numeric_value(widget) + # if val is not None: + # input_values[key] = val + # else: + # if key == KEY_SKEW_ANGLE: + # input_values[key] = 0.0 # Default skew angle + + # Hard code temporarily, will genralize after fixing inputdock generalization + + # Collect span - if hasattr(self, 'span_input'): - val = get_numeric_value(self.span_input) - if val is not None: - input_values[KEY_SPAN] = val + widget = self.input_dock_widget.findChild(QWidget, KEY_SPAN) + val = get_numeric_value(widget) + if val is not None: + input_values[KEY_SPAN] = get_numeric_value(widget) # Collect carriageway width - if hasattr(self, 'carriageway_input'): - val = get_numeric_value(self.carriageway_input) - if val is not None: - input_values[KEY_CARRIAGEWAY_WIDTH] = val + widget = self.input_dock_widget.findChild(QWidget, KEY_CARRIAGEWAY_WIDTH) + val = get_numeric_value(widget) + if val is not None: + input_values[KEY_CARRIAGEWAY_WIDTH] = get_numeric_value(widget) # Collect skew angle - if hasattr(self, 'skew_input'): - val = get_numeric_value(self.skew_input) - if val is not None: - input_values[KEY_SKEW_ANGLE] = val - else: - input_values[KEY_SKEW_ANGLE] = 0.0 # Default + widget = self.input_dock_widget.findChild(QWidget, KEY_SKEW_ANGLE) + val = get_numeric_value(widget) + if val is not None: + input_values[KEY_SKEW_ANGLE] = get_numeric_value(widget) + else: + input_values[KEY_SKEW_ANGLE] = 0.0 # Default # Collect footpath - if hasattr(self, 'footpath_combo'): - input_values["footpath"] = self.footpath_combo.currentText() + widget = self.input_dock_widget.findChild(QWidget, KEY_FOOTPATH) + val = get_numeric_value(widget) + if val is not None: + input_values[KEY_FOOTPATH] = get_numeric_value(widget) # Collect median - if hasattr(self, 'include_median_combo'): + widget = self.input_dock_widget.findChild(QWidget, KEY_INCLUDE_MEDIAN) + val = get_numeric_value(widget) + if val is not None: input_values[KEY_INCLUDE_MEDIAN] = (self.include_median_combo.currentText() == "Yes") # Add default values for parameters that CAD widget needs @@ -429,6 +453,10 @@ def build_left_panel(self, field_list): """) group_container = QWidget() + + # This contains all the dynamically created UI + self.input_dock_widget = group_container + self.input_widget = group_container group_container_layout = QVBoxLayout(group_container) group_container_layout.setContentsMargins(0, 0, 0, 0) @@ -1095,7 +1123,7 @@ def _create_input_widget(self, key, field_type, values, validator, metadata): if field_type == TYPE_COMBOBOX: widget = NoScrollComboBox() # Connect instant 2D CAD update - # widget.currentTextChanged.connect(self.emit_value_changed) + widget.currentTextChanged.connect(self.emit_value_changed) apply_field_style(widget) if values: @@ -1124,7 +1152,7 @@ def _create_input_widget(self, key, field_type, values, validator, metadata): elif field_type == TYPE_TEXTBOX: widget = QLineEdit() # Connect instant 2D CAD update - # widget.textChanged.connect(self.emit_value_changed) + widget.textChanged.connect(self.emit_value_changed) apply_field_style(widget) validator_instance = self.get_validator(validator) diff --git a/src/osdagbridge/desktop/ui/template_page.py b/src/osdagbridge/desktop/ui/template_page.py index c93729456..b70d66394 100644 --- a/src/osdagbridge/desktop/ui/template_page.py +++ b/src/osdagbridge/desktop/ui/template_page.py @@ -280,6 +280,7 @@ def update_cad_from_inputs(self): return input_values = self.input_dock.get_all_input_values() + # print("[DEBUG] Collected input values from InputDock:", input_values) if not input_values: return From ff6c43bb6746bbf53001d1d6559f893bdd25d3a7 Mon Sep 17 00:00:00 2001 From: khp11 Date: Sat, 28 Feb 2026 20:07:33 +0530 Subject: [PATCH 050/225] steel design/deck design --- .../desktop/ui/dialogs/deck_design.py | 296 ++++++++++++ .../desktop/ui/dialogs/steel_design.py | 95 ++++ .../ui/dialogs/tabs/steel_design_check.py | 273 +++++++++++ .../ui/dialogs/tabs/steel_design_details.py | 431 ++++++++++++++++++ 4 files changed, 1095 insertions(+) create mode 100644 src/osdagbridge/desktop/ui/dialogs/deck_design.py create mode 100644 src/osdagbridge/desktop/ui/dialogs/steel_design.py create mode 100644 src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_check.py create mode 100644 src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_details.py diff --git a/src/osdagbridge/desktop/ui/dialogs/deck_design.py b/src/osdagbridge/desktop/ui/dialogs/deck_design.py new file mode 100644 index 000000000..80407105b --- /dev/null +++ b/src/osdagbridge/desktop/ui/dialogs/deck_design.py @@ -0,0 +1,296 @@ +from PySide6.QtWidgets import ( + QDialog, + QWidget, + QVBoxLayout, + QHBoxLayout, + QGridLayout, + QLabel, + QLineEdit, + QFrame, + QSizePolicy, + QTableWidget, + QTableWidgetItem, + QHeaderView, + QTextEdit, + QSizeGrip, +) +from PySide6.QtCore import Qt + +from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style +from osdagbridge.desktop.ui.utils.styled_scroll_area import StyledScrollArea +from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar + + +class NoScrollTable(QTableWidget): + """Passes wheel events to parent scroll area — table never scrolls.""" + def wheelEvent(self, event): + event.ignore() + + +class DeckDesign(QDialog): + + def __init__(self, parent=None): + super().__init__(parent) + self.setObjectName("DeckDesign") + self.resize(1024, 720) + self.setMinimumSize(900, 520) + self.setSizeGripEnabled(True) + self.init_ui() + self.setStyleSheet(""" + QDialog { + background-color: #ffffff; + border: 1px solid #90AF13; + } + """) + + def setupWrapper(self): + self.setWindowFlags(Qt.FramelessWindowHint | Qt.WindowSystemMenuHint) + + main_layout = QVBoxLayout(self) + main_layout.setContentsMargins(1, 1, 1, 1) + main_layout.setSpacing(0) + + self.title_bar = CustomTitleBar() + self.title_bar.setTitle("Deck Design") + main_layout.addWidget(self.title_bar) + + self.content_widget = QWidget(self) + main_layout.addWidget(self.content_widget, 1) + + size_grip = QSizeGrip(self) + size_grip.setFixedSize(16, 16) + + overlay = QHBoxLayout() + overlay.setContentsMargins(0, 0, 4, 4) + overlay.addStretch(1) + overlay.addWidget(size_grip, 0, Qt.AlignBottom | Qt.AlignRight) + main_layout.addLayout(overlay) + + def init_ui(self): + self.setupWrapper() + + main_layout = QVBoxLayout(self.content_widget) + main_layout.setContentsMargins(8, 8, 8, 8) + main_layout.setSpacing(2) + + + + # ── SCROLL AREA ─────────────────────────────────────────────────────── + scroll_area = StyledScrollArea() + + container = QWidget() + container.setStyleSheet("background-color: white;") + + container_layout = QVBoxLayout(container) + container_layout.setContentsMargins(10, 10, 10, 10) + container_layout.setSpacing(12) + + container_layout.addWidget(self._build_properties_section()) + container_layout.addWidget(self._build_reinforcement_section()) + container_layout.addWidget(self._build_design_check_section()) + container_layout.addStretch() + + scroll_area.setWidget(container) + main_layout.addWidget(scroll_area) + + # ── HELPERS — same as steel_design_details.py ───────────────────────────── + + def _create_card_frame(self): + frame = QFrame() + frame.setObjectName("girderCard") + frame.setStyleSheet( + "QFrame#girderCard { background-color: white; border: 1px solid #cfcfcf; border-radius: 10px; }" + ) + return frame + + def _create_label(self, text): + label = QLabel(text) + label.setStyleSheet( + "font-size: 12px; color: #2f2f2f; font-weight: 600; background: transparent;" + ) + label.setAutoFillBackground(False) + return label + + def _create_small_label(self, text): + label = QLabel(text) + label.setStyleSheet("font-size: 10px; color: #5a5a5a; background: transparent;") + label.setAutoFillBackground(False) + return label + + def _readonly_field(self): + field = QLineEdit() + field.setReadOnly(True) + field.setFixedWidth(150) + field.setMinimumHeight(28) + field.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + apply_field_style(field) + return field + + def _make_grid(self): + grid = QGridLayout() + grid.setContentsMargins(0, 0, 0, 0) + grid.setHorizontalSpacing(16) + grid.setVerticalSpacing(12) + grid.setColumnMinimumWidth(0, 180) + grid.setColumnStretch(0, 0) + grid.setColumnStretch(1, 0) + grid.setColumnStretch(2, 1) + return grid + + def _add_row(self, grid, row, text, widget): + grid.addWidget(self._create_small_label(text), row, 0, Qt.AlignLeft | Qt.AlignVCenter) + grid.addWidget(widget, row, 1, Qt.AlignLeft | Qt.AlignVCenter) + return row + 1 + + # ── SECTIONS ────────────────────────────────────────────────────────────── + + def _build_properties_section(self): + card = self._create_card_frame() + card.setSizePolicy(QSizePolicy.Maximum, QSizePolicy.Preferred) + card_layout = QVBoxLayout(card) + card_layout.setContentsMargins(18, 16, 18, 16) + card_layout.setSpacing(10) + card_layout.addWidget(self._create_label("Deck Properties:")) + + grid = self._make_grid() + self.grade_field = self._readonly_field() + self.thickness_field = self._readonly_field() + + r = 0 + r = self._add_row(grid, r, "Grade of Material:", self.grade_field) + r = self._add_row(grid, r, "Thickness (mm):", self.thickness_field) + + card_layout.addLayout(grid) + return card + + def _build_reinforcement_section(self): + card = self._create_card_frame() + card_layout = QVBoxLayout(card) + card_layout.setContentsMargins(18, 16, 18, 16) + card_layout.setSpacing(10) + card_layout.addWidget(self._create_label("Reinforcement Details:")) + + table_frame = QFrame() + table_frame.setStyleSheet(""" + QFrame { + border: 1px solid #b0b0b0; + border-radius: 0px; + background: white; + } + """) + table_frame.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) + table_frame_layout = QVBoxLayout(table_frame) + table_frame_layout.setContentsMargins(0, 0, 0, 0) + table_frame_layout.setSpacing(0) + + self.rebar_table = NoScrollTable() + self.rebar_table.setRowCount(2) + self.rebar_table.setColumnCount(6) + self.rebar_table.setHorizontalHeaderLabels([ + "Position", + "Material Yield\nStrength (MPa)", + "Diameter (mm)", + "Spacing (mm)", + "Clear Cover from\nTop (mm)", + "Area (mm\u00b2)", + ]) + + for row, name in enumerate(["Top Layer", "Bottom Layer"]): + item = QTableWidgetItem(name) + item.setFlags(Qt.ItemIsEnabled) + self.rebar_table.setItem(row, 0, item) + for col in range(1, 6): + empty = QTableWidgetItem("") + empty.setFlags(Qt.ItemIsEnabled) + self.rebar_table.setItem(row, col, empty) + + self.rebar_table.horizontalHeader().setSectionResizeMode(QHeaderView.Stretch) + self.rebar_table.verticalHeader().setVisible(False) + self.rebar_table.verticalHeader().setDefaultSectionSize(30) + self.rebar_table.setEditTriggers(QTableWidget.NoEditTriggers) + self.rebar_table.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) + self.rebar_table.setVerticalScrollBarPolicy(Qt.ScrollBarAlwaysOff) + self.rebar_table.setHorizontalScrollBarPolicy(Qt.ScrollBarAlwaysOff) + + self.rebar_table.setStyleSheet(""" + QTableWidget { + background-color: white; + gridline-color: #cfcfcf; + color: black; + font-size: 10px; + border: none; + } + QHeaderView::section { + background-color: #EAEAEA; + color: black; + font-weight: bold; + border: none; + border-right: 1px solid #cfcfcf; + border-bottom: 1px solid #cfcfcf; + padding: 3px; + font-size: 10px; + } + QHeaderView::section:last { + border-right: none; + } + QTableWidget::item { + color: black; + } + """) + + self.rebar_table.setViewportMargins(0, 0, -1, 0) + + table_frame_layout.addWidget(self.rebar_table) + self.rebar_table.resizeRowsToContents() + def _fit_table(): + h = (self.rebar_table.horizontalHeader().height() + + sum(self.rebar_table.rowHeight(r) for r in range(self.rebar_table.rowCount())) + + 2) + self.rebar_table.setFixedHeight(h) + table_frame.setFixedHeight(h) + from PySide6.QtCore import QTimer + QTimer.singleShot(0, _fit_table) + + card_layout.addWidget(table_frame) + return card + + def _build_design_check_section(self): + card = self._create_card_frame() + card_layout = QVBoxLayout(card) + card_layout.setContentsMargins(18, 16, 18, 16) + card_layout.setSpacing(10) + card_layout.addWidget(self._create_label("Design Check:")) + + self.design_check_text = QTextEdit() + self.design_check_text.setReadOnly(True) + self.design_check_text.setMinimumHeight(200) + self.design_check_text.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Expanding) + self.design_check_text.setStyleSheet(""" + QTextEdit { + background-color: white; + border: none; + font-size: 10px; + color: #222; + } + """) + card_layout.addWidget(self.design_check_text) + return card + + # ── PUBLIC API ──────────────────────────────────────────────────────────── + + def load_data(self, cad_state: dict): + if not cad_state: + return + + self.grade_field.setText(str(cad_state.get("deck_grade", ""))) + self.thickness_field.setText(str(cad_state.get("deck_thickness", ""))) + + rebar_map = {0: "top", 1: "bottom"} + for row, prefix in rebar_map.items(): + self.rebar_table.setItem(row, 1, QTableWidgetItem(str(cad_state.get(f"rebar_{prefix}_yield", "")))) + self.rebar_table.setItem(row, 2, QTableWidgetItem(str(cad_state.get(f"rebar_{prefix}_dia", "")))) + self.rebar_table.setItem(row, 3, QTableWidgetItem(str(cad_state.get(f"rebar_{prefix}_spacing", "")))) + self.rebar_table.setItem(row, 4, QTableWidgetItem(str(cad_state.get(f"rebar_{prefix}_cover", "")))) + self.rebar_table.setItem(row, 5, QTableWidgetItem(str(cad_state.get(f"rebar_{prefix}_area", "")))) + + self.design_check_text.setPlainText(str(cad_state.get("deck_design_check", ""))) \ No newline at end of file diff --git a/src/osdagbridge/desktop/ui/dialogs/steel_design.py b/src/osdagbridge/desktop/ui/dialogs/steel_design.py new file mode 100644 index 000000000..93c6a7d10 --- /dev/null +++ b/src/osdagbridge/desktop/ui/dialogs/steel_design.py @@ -0,0 +1,95 @@ +from PySide6.QtWidgets import ( + QDialog, QVBoxLayout, QHBoxLayout, QTabWidget, QWidget, QSizeGrip, QSizePolicy +) +from PySide6.QtCore import Qt + +from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar +from osdagbridge.desktop.ui.dialogs.tabs.steel_design_details import SteelDesignDetailsTab +from osdagbridge.desktop.ui.dialogs.tabs.steel_design_analysis import SteelDesignAnalysisTab +from osdagbridge.desktop.ui.dialogs.tabs.steel_design_check import SteelDesignCheckTab + + +class SteelDesign(QDialog): + + def __init__(self, parent=None): + super().__init__(parent) + self._main_window = parent + self.setObjectName("SteelDesign") + self.resize(1024, 720) + self.setMinimumSize(900, 520) + self.setSizeGripEnabled(True) + self.init_ui() + self.setStyleSheet(""" + QDialog { + background-color: #ffffff; + border: 1px solid #90AF13; + } + """) + + def setupWrapper(self): + self.setWindowFlags(Qt.FramelessWindowHint | Qt.WindowSystemMenuHint) + + main_layout = QVBoxLayout(self) + main_layout.setContentsMargins(1, 1, 1, 1) + main_layout.setSpacing(0) + + self.title_bar = CustomTitleBar(parent=self) + self.title_bar.setTitle("Steel Design") + main_layout.addWidget(self.title_bar) + + self.content_widget = QWidget(self) + main_layout.addWidget(self.content_widget, 1) + + size_grip = QSizeGrip(self) + size_grip.setFixedSize(16, 16) + + overlay = QHBoxLayout() + overlay.setContentsMargins(0, 0, 4, 4) + overlay.addStretch(1) + overlay.addWidget(size_grip, 0, Qt.AlignBottom | Qt.AlignRight) + main_layout.addLayout(overlay) + + def init_ui(self): + self.setupWrapper() + + main_layout = QVBoxLayout(self.content_widget) + main_layout.setContentsMargins(8, 8, 8, 8) + main_layout.setSpacing(2) + + + + # ── Tabs ────────────────────────────────────────────────────────────── + self.tabs = QTabWidget() + self.tabs.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Expanding) + self.tabs.setDocumentMode(True) + self.tabs.tabBar().setExpanding(True) + self.tabs.tabBar().setUsesScrollButtons(False) + self.tabs.setStyleSheet(""" + QTabWidget::pane { border: none; } + QTabBar { qproperty-drawBase: 0; } + QTabBar::tab { + background: #E6E6E6; + color: black; + border: 1px solid #CCCCCC; + padding: 8px 0px; + border-radius: 8px; + margin-right: 2px; + } + QTabBar::tab:selected { + background: #90AF13; + color: white; + font-weight: bold; + border: 1px solid #90AF13; + } + QTabBar::tab:hover { background: #DADADA; } + """) + + self.details_tab = SteelDesignDetailsTab(self) + self.tabs.addTab(self.details_tab, "Details") + self.tabs.addTab(SteelDesignAnalysisTab(self), "Analysis Results") + self.tabs.addTab(SteelDesignCheckTab(self), "Design Check") + + main_layout.addWidget(self.tabs) + + if hasattr(self._main_window, "cad_state"): + self.details_tab.load_data(self._main_window.cad_state) \ No newline at end of file diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_check.py b/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_check.py new file mode 100644 index 000000000..485b1c31b --- /dev/null +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_check.py @@ -0,0 +1,273 @@ +from PySide6.QtWidgets import ( + QWidget, + QVBoxLayout, + QHBoxLayout, + QGridLayout, + QLabel, + QLineEdit, + QFrame, + QSizePolicy, + QTextEdit, +) +from PySide6.QtCore import Qt + +from osdagbridge.desktop.ui.docks.output_dock import ( + NoScrollComboBox, +) +from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style +from osdagbridge.desktop.ui.utils.styled_scroll_area import StyledScrollArea + +# From load_combination_tab.py defaults + output_dock +LOAD_COMBINATIONS = [ + "Envelope", + "DL + LL", + "1.35 DL + 1.5 LL", + "DL", "SIDL", "LL", + "WL", "EL", "IMF", "TL", +] + +# 8 design checks from the screenshot — 2 columns × 4 rows +DESIGN_CHECKS = [ + ("flexure", "Strength Limit State (Flexure)"), + ("shear_long_trans", "Resistance to Longitudinal and Transverse Shear"), + ("shear", "Strength Limit State (Shear)"), + ("fatigue", "Resistance to Fatigue"), + ("interaction", "Interaction"), + ("stress", "Stress Limitation"), + ("ltb", "Lateral Torsional Buckling"), + ("deflection", "Deflection and Crack Control"), +] + + +class SteelDesignCheckTab(QWidget): + + def __init__(self, parent=None): + self.check_outputs = {} # key → QTextEdit for each check result + + super().__init__(parent) + + # ── identical white bg to SteelDesignDetailsTab ─────────────────────── + self.setStyleSheet("background-color: white;") + + main_layout = QVBoxLayout(self) + main_layout.setContentsMargins(0, 0, 0, 0) + main_layout.setSpacing(0) + + scroll_area = StyledScrollArea() + + container = QWidget() + container.setStyleSheet("background-color: white;") + + container_layout = QVBoxLayout(container) + container_layout.setContentsMargins(18, 6, 18, 12) + container_layout.setSpacing(16) + + # ── TOP BAR: Member ID (left) + Load Combination (right) ───────────── + container_layout.addLayout(self._build_top_bar()) + + # ── CHECK CARDS GRID: 2 columns ─────────────────────────────────────── + container_layout.addLayout(self._build_checks_grid()) + + container_layout.addStretch() + + scroll_area.setWidget(container) + main_layout.addWidget(scroll_area) + + # ── HELPERS — exact copy from steel_design_details.py ──────────────────── + + def _section_card(self, title): + card = QFrame() + card.setObjectName("sectionCard") + card.setStyleSheet(""" + QFrame#sectionCard { + background-color: white; + border: none; + } + """) + card_layout = QVBoxLayout(card) + card_layout.setContentsMargins(0, 0, 0, 0) + card_layout.setSpacing(10) + + title_label = QLabel(title) + title_label.setStyleSheet("font-size: 12px; font-weight: bold; color: #000;") + card_layout.addWidget(title_label) + + return card, card_layout + + def _row_label(self, text): + lbl = QLabel(text) + lbl.setStyleSheet("font-size: 13px; color: #000;") + lbl.setMinimumWidth(180) + return lbl + + def _make_grid(self): + grid = QGridLayout() + grid.setContentsMargins(0, 0, 0, 0) + grid.setHorizontalSpacing(24) + grid.setVerticalSpacing(10) + grid.setColumnStretch(0, 0) + grid.setColumnStretch(1, 0) + grid.setColumnStretch(2, 1) + return grid + + def _readonly_field(self): + field = QLineEdit() + field.setReadOnly(True) + field.setFixedWidth(150) + field.setFixedHeight(22) + field.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + apply_field_style(field) + return field + + def _add_row(self, grid, row, text, widget): + grid.addWidget(self._row_label(text), row, 0, Qt.AlignLeft | Qt.AlignVCenter) + grid.addWidget(widget, row, 1, Qt.AlignLeft | Qt.AlignVCenter) + return row + 1 + + # ── TOP BAR ─────────────────────────────────────────────────────────────── + + def _build_top_bar(self): + bar = QHBoxLayout() + bar.setSpacing(24) + bar.setContentsMargins(0, 0, 0, 0) + + # Member ID + member_lbl = QLabel("Member ID") + member_lbl.setStyleSheet("font-size: 11px; color: #000;") + + self.member_combo = NoScrollComboBox() + apply_field_style(self.member_combo) + self.member_combo.setFixedWidth(150) + self.member_combo.setFixedHeight(22) + self.member_combo.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + self.member_combo.addItems(["All", "Girder 1", "Girder 2"]) + + bar.addWidget(member_lbl) + bar.addWidget(self.member_combo) + + bar.addSpacing(40) + + # Load Combination + load_lbl = QLabel("Load Combination:") + load_lbl.setStyleSheet("font-size: 11px; color: #000;") + + self.load_combo = NoScrollComboBox() + apply_field_style(self.load_combo) + self.load_combo.setFixedWidth(150) + self.load_combo.setFixedHeight(22) + self.load_combo.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + self.load_combo.addItems(LOAD_COMBINATIONS) + + bar.addWidget(load_lbl) + bar.addWidget(self.load_combo) + bar.addStretch() + + return bar + + # ── CHECK CARDS GRID ────────────────────────────────────────────────────── + + def _build_checks_grid(self): + """ + 2-column grid of check cards. + Left column: flexure, shear, interaction, LTB + Right column: longitudinal/transverse shear, fatigue, stress, deflection + """ + grid = QGridLayout() + grid.setHorizontalSpacing(16) + grid.setVerticalSpacing(16) + grid.setContentsMargins(0, 0, 0, 0) + grid.setColumnStretch(0, 1) + grid.setColumnStretch(1, 1) + + for idx, (key, title) in enumerate(DESIGN_CHECKS): + col = idx % 2 + row = idx // 2 + card = self._build_check_card(key, title) + grid.addWidget(card, row, col) + + return grid + + def _build_check_card(self, key, title): + """ + Single check card: + - Rounded border matching the screenshot style + - Bold title at top + - Expanding QTextEdit output area below (readonly) + """ + card = QFrame() + card.setObjectName("checkCard") + card.setStyleSheet(""" + QFrame#checkCard { + background-color: white; + border: 1px solid #CFCFCF; + border-radius: 8px; + } + """) + card.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Preferred) + + card_layout = QVBoxLayout(card) + card_layout.setContentsMargins(12, 10, 12, 10) + card_layout.setSpacing(8) + + # Title + title_lbl = QLabel(title) + title_lbl.setStyleSheet(""" + QLabel { + font-size: 11px; + font-weight: bold; + color: #000; + background: transparent; + border: none; + } + """) + title_lbl.setWordWrap(True) + card_layout.addWidget(title_lbl) + + # Output area — readonly, expandable, shows check results + output = QTextEdit() + output.setReadOnly(True) + output.setFixedHeight(60) + output.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) + output.setStyleSheet(""" + QTextEdit { + background-color: white; + border: none; + font-size: 10px; + color: #333; + } + """) + card_layout.addWidget(output) + + self.check_outputs[key] = output + return card + + # ── PUBLIC API ──────────────────────────────────────────────────────────── + + def set_girder_count(self, count): + """Mirrors GirderDetailsTab.set_girder_count.""" + self.member_combo.clear() + self.member_combo.addItems(["All"] + [f"Girder {i}" for i in range(1, count + 1)]) + + def load_data(self, cad_state: dict): + """Populate from cad_state — populate girder count if available.""" + if not cad_state: + return + try: + self.set_girder_count(int(cad_state.get("no_of_girders", 2))) + except (ValueError, TypeError): + pass + + # Populate check output areas if results are in cad_state + for key, output in self.check_outputs.items(): + result = cad_state.get(f"check_{key}", "") + output.setPlainText(str(result) if result else "") + + def set_check_result(self, key: str, text: str): + """Set result text for a specific check card.""" + if key in self.check_outputs: + self.check_outputs[key].setPlainText(text) + + def clear_results(self): + """Clear all check output areas.""" + for output in self.check_outputs.values(): + output.clear() \ No newline at end of file diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_details.py b/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_details.py new file mode 100644 index 000000000..d7f075ec8 --- /dev/null +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_details.py @@ -0,0 +1,431 @@ +from PySide6.QtWidgets import ( + QWidget, + QVBoxLayout, + QHBoxLayout, + QGridLayout, + QLabel, + QLineEdit, + QFrame, + QSizePolicy, + QTableWidget, + QTableWidgetItem, + QHeaderView, +) +from PySide6.QtCore import Qt + +from osdagbridge.desktop.ui.docks.output_dock import ( + NoScrollComboBox, +) + +from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style + + +from osdagbridge.desktop.ui.utils.styled_scroll_area import StyledScrollArea + + +class NoScrollTable(QTableWidget): + """QTableWidget that passes wheel events up to the parent scroll area.""" + def wheelEvent(self, event): + event.ignore() + + +class SteelDesignDetailsTab(QWidget): + + def __init__(self, parent=None): + self.member_fields = {} + self.dim_fields = {} + self.shear_fields = {} + self.section_fields = {} + self.stiffener_fields = {} + + super().__init__(parent) + + self.setStyleSheet("background-color: white;") + + main_layout = QVBoxLayout(self) + main_layout.setContentsMargins(0, 0, 0, 0) + main_layout.setSpacing(0) + + scroll_area = StyledScrollArea() + + container = QWidget() + container.setStyleSheet("background-color: white;") + + # Same outer margins/spacing as girder_details_tab content_layout + container_layout = QVBoxLayout(container) + container_layout.setContentsMargins(10, 10, 10, 10) + container_layout.setSpacing(12) + + # ── TOP ROW: Member Info card (left) + CAD placeholder (right) ─────── + top_row = QHBoxLayout() + top_row.setSpacing(12) + top_row.setContentsMargins(0, 0, 0, 0) + top_row.addWidget(self._build_member_section(), 2) + top_row.addWidget(self._build_top_cad_placeholder(), 0) + container_layout.addLayout(top_row) + + # ── BODY: Dimensional + Shear (left) | Section Properties (right) ──── + body_row = QHBoxLayout() + body_row.setSpacing(12) + body_row.setContentsMargins(0, 0, 0, 0) + + left_col = QVBoxLayout() + left_col.setSpacing(12) + left_col.setContentsMargins(0, 0, 0, 0) + left_col.addWidget(self._build_dimensional_section()) + left_col.addWidget(self._build_shear_section()) + left_col.addStretch() + + right_col = QVBoxLayout() + right_col.setSpacing(12) + right_col.setContentsMargins(0, 0, 0, 0) + right_col.addWidget(self._build_section_properties_section()) + right_col.addStretch() + + body_row.addLayout(left_col, 2) + body_row.addLayout(right_col, 1) + container_layout.addLayout(body_row) + + # ── STIFFENER TABLE ─────────────────────────────────────────────────── + container_layout.addWidget(self._build_stiffener_section()) + + # ── BOTTOM CAD placeholder ──────────────────────────────────────────── + container_layout.addWidget(self._build_bottom_cad_section()) + + container_layout.addStretch() + + scroll_area.setWidget(container) + main_layout.addWidget(scroll_area) + + # ── HELPERS: exact girder_details_tab pattern ───────────────────────────── + + def _create_card_frame(self): + """Outer card — same as GirderDetailsTab._create_card_frame.""" + frame = QFrame() + frame.setObjectName("girderCard") + frame.setStyleSheet( + "QFrame#girderCard { background-color: white; border: 1px solid #cfcfcf; border-radius: 10px; }" + ) + return frame + + def _create_label(self, text): + """Section title label — same as GirderDetailsTab._create_label.""" + label = QLabel(text) + label.setStyleSheet( + "font-size: 12px; color: #2f2f2f; font-weight: 600; background: transparent;" + ) + label.setAutoFillBackground(False) + return label + + def _create_small_label(self, text): + """Row field label — same as GirderDetailsTab._create_small_label.""" + label = QLabel(text) + label.setStyleSheet("font-size: 10px; color: #5a5a5a; background: transparent;") + label.setAutoFillBackground(False) + return label + + def _readonly_field(self): + """Readonly output field matching inner_box min-height.""" + field = QLineEdit() + field.setReadOnly(True) + field.setFixedWidth(150) + field.setMinimumHeight(28) + field.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + apply_field_style(field) + return field + + def _make_grid(self): + """Grid matching girder_details_tab inputs_grid spacing.""" + grid = QGridLayout() + grid.setContentsMargins(0, 0, 0, 0) + grid.setHorizontalSpacing(16) + grid.setVerticalSpacing(12) + grid.setColumnMinimumWidth(0, 180) + grid.setColumnStretch(0, 0) + grid.setColumnStretch(1, 0) + grid.setColumnStretch(2, 1) + return grid + + def _add_row(self, grid, row, text, widget): + grid.addWidget(self._create_small_label(text), row, 0, Qt.AlignLeft | Qt.AlignVCenter) + grid.addWidget(widget, row, 1, Qt.AlignLeft | Qt.AlignVCenter) + return row + 1 + + # ── SECTIONS ────────────────────────────────────────────────────────────── + + def _build_member_section(self): + card = self._create_card_frame() + card_layout = QVBoxLayout(card) + card_layout.setContentsMargins(18, 16, 18, 16) + card_layout.setSpacing(10) + card_layout.addWidget(self._create_label("Member Info:")) + + grid = self._make_grid() + + self.member_combo = NoScrollComboBox() + apply_field_style(self.member_combo) + self.member_combo.setFixedWidth(150) + self.member_combo.setMinimumHeight(28) + self.member_combo.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + + self.grade_field = self._readonly_field() + self.type_field = self._readonly_field() + + r = 0 + r = self._add_row(grid, r, "Member ID:", self.member_combo) + r = self._add_row(grid, r, "Grade of Material:", self.grade_field) + r = self._add_row(grid, r, "Type:", self.type_field) + + card_layout.addLayout(grid) + + self.member_fields["member_id"] = self.member_combo + self.member_fields["grade_of_material"] = self.grade_field + self.member_fields["section_type"] = self.type_field + + return card + + def _build_dimensional_section(self): + card = self._create_card_frame() + card_layout = QVBoxLayout(card) + card_layout.setContentsMargins(18, 16, 18, 16) + card_layout.setSpacing(10) + card_layout.addWidget(self._create_label("Dimensional Details:")) + + grid = self._make_grid() + labels = { + "section_designation": "Section Designation", + "section_class": "Section Class", + "total_depth": "Total Depth (mm)", + "web_thickness": "Web Thickness (mm)", + "top_flange_width": "Top Flange Width (mm)", + "top_flange_thickness": "Top Flange Thickness (mm)", + "bottom_flange_width": "Bottom Flange Width (mm)", + "bottom_flange_thickness": "Bottom Flange Thickness (mm)", + "torsional_restraint": "Torsional Restraint", + "warping_restraint": "Warping Restraint", + "web_type": "Web Type", + "effective_slab_width": "Effective Width of Slab (mm)", + } + r = 0 + for key, text in labels.items(): + field = self._readonly_field() + r = self._add_row(grid, r, text, field) + self.dim_fields[key] = field + + card_layout.addLayout(grid) + return card + + def _build_shear_section(self): + card = self._create_card_frame() + card_layout = QVBoxLayout(card) + card_layout.setContentsMargins(18, 16, 18, 16) + card_layout.setSpacing(10) + card_layout.addWidget(self._create_label("Shear Connector Details:")) + + grid = self._make_grid() + labels = { + "shear_material": "Material", + "shear_diameter": "Diameter (mm)", + "shear_height": "Height (mm)", + "shear_transverse_spacing": "Transverse Spacing (mm)", + "shear_studs_per_section": "No. of Shear Studs per Section", + "shear_longitudinal_spacing": "Average Longitudinal Spacing (mm)", + } + r = 0 + for key, text in labels.items(): + field = self._readonly_field() + r = self._add_row(grid, r, text, field) + self.shear_fields[key] = field + + card_layout.addLayout(grid) + return card + + def _build_section_properties_section(self): + card = self._create_card_frame() + card_layout = QVBoxLayout(card) + card_layout.setContentsMargins(18, 16, 18, 16) + card_layout.setSpacing(10) + card_layout.addWidget(self._create_label("Section Properties:")) + + grid = self._make_grid() + labels = { + "mass": "Mass, M (Kg/m)", + "area": "Sectional Area (cm\u00b2)", + "iz": "2nd Moment of Area, Iz (cm\u2074)", + "iv": "2nd Moment of Area, Iv (cm\u2074)", + "rz": "Radius of Gyration, rz (cm)", + "rv": "Radius of Gyration, rv (cm)", + "zz": "Elastic Modulus, Zz (cm\u00b3)", + "zv": "Elastic Modulus, Zv (cm\u00b3)", + "zuz": "Plastic Modulus, Zuz (cm\u00b3)", + "zuv": "Plastic Modulus, Zuv (cm\u00b3)", + "it": "Torsion Constant, It (cm\u2074)", + "iw": "Warping Constant, Iw (cm\u2076)", + } + r = 0 + for key, text in labels.items(): + field = self._readonly_field() + r = self._add_row(grid, r, text, field) + self.section_fields[key] = field + + card_layout.addLayout(grid) + return card + + # ── CAD PLACEHOLDERS ────────────────────────────────────────────────────── + + def _build_top_cad_placeholder(self): + self.cad_placeholder = QLabel() + self.cad_placeholder.setFixedSize(385, 160) + self.cad_placeholder.setAlignment(Qt.AlignCenter) + self.cad_placeholder.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + self.cad_placeholder.setStyleSheet(""" + QLabel { + border: 1px solid #cfcfcf; + background-color: #F5F5F5; + border-radius: 10px; + } + """) + return self.cad_placeholder + + def _build_bottom_cad_section(self): + card = self._create_card_frame() + layout = QVBoxLayout(card) + layout.setContentsMargins(18, 16, 18, 16) + + bottom_cad = QLabel() + bottom_cad.setFixedSize(400, 200) + bottom_cad.setAlignment(Qt.AlignCenter) + bottom_cad.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + bottom_cad.setStyleSheet(""" + QLabel { + border: 1px solid #cfcfcf; + background-color: #F5F5F5; + border-radius: 6px; + } + """) + layout.addWidget(bottom_cad, alignment=Qt.AlignCenter) + return card + + # ── STIFFENER TABLE ─────────────────────────────────────────────────────── + + def _build_stiffener_section(self): + card = self._create_card_frame() + card_layout = QVBoxLayout(card) + card_layout.setContentsMargins(18, 16, 18, 16) + card_layout.setSpacing(10) + + card_layout.addWidget(self._create_label("Stiffener Details:")) + + # ── Wrap table in a QFrame so the border is drawn by the frame, + # not QAbstractScrollArea's viewport (which clips the left edge). + table_frame = QFrame() + table_frame.setStyleSheet(""" + QFrame { + border: 1px solid #b0b0b0; + border-radius: 0px; + background: white; + } + """) + table_frame.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) + table_frame_layout = QVBoxLayout(table_frame) + # right margin -1 pulls table 1px under the frame border, hiding the last gridline + table_frame_layout.setContentsMargins(0, 0, 0, 0) + table_frame_layout.setSpacing(0) + + self.stiffener_table = NoScrollTable() + self.stiffener_table.setRowCount(3) + self.stiffener_table.setColumnCount(5) + self.stiffener_table.setHorizontalHeaderLabels([ + "Type", "Grade of Material", "Thickness (mm)", "Width (mm)", "Spacing (mm)" + ]) + + for row, name in enumerate(["Intermediate", "Longitudinal", "Bearing"]): + item = QTableWidgetItem(name) + item.setFlags(Qt.ItemIsEnabled) + self.stiffener_table.setItem(row, 0, item) + for col in range(1, 5): + empty = QTableWidgetItem("") + empty.setFlags(Qt.ItemIsEnabled) + self.stiffener_table.setItem(row, col, empty) + + self.stiffener_table.horizontalHeader().setSectionResizeMode(QHeaderView.Stretch) + self.stiffener_table.verticalHeader().setVisible(False) + self.stiffener_table.verticalHeader().setDefaultSectionSize(26) + self.stiffener_table.setEditTriggers(QTableWidget.NoEditTriggers) + self.stiffener_table.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) + self.stiffener_table.setVerticalScrollBarPolicy(Qt.ScrollBarAlwaysOff) + self.stiffener_table.setHorizontalScrollBarPolicy(Qt.ScrollBarAlwaysOff) + # Use sizeHint-based height after headers/rows are configured + # header ~30px + 3 rows * 26px + 1px bottom = 109px; frame adds 2px + self.stiffener_table.setMinimumHeight(109) + self.stiffener_table.setMaximumHeight(109) + + self.stiffener_table.setStyleSheet(""" + QTableWidget { + background-color: white; + gridline-color: #cfcfcf; + color: black; + font-size: 10px; + border: none; + } + QHeaderView::section { + background-color: #EAEAEA; + color: black; + font-weight: bold; + border: none; + border-right: 1px solid #cfcfcf; + border-bottom: 1px solid #cfcfcf; + padding: 3px; + font-size: 10px; + } + QHeaderView::section:last { + border-right: none; + } + QTableWidget::item { + color: black; + } + """) + + # Pull right edge of viewport 1px left so last gridline sits under frame border + self.stiffener_table.setViewportMargins(0, 0, -1, 0) + table_frame_layout.addWidget(self.stiffener_table) + table_frame.setMinimumHeight(111) + table_frame.setMaximumHeight(111) + card_layout.addWidget(table_frame) + return card + + # ── LOAD DATA (unchanged logic) ─────────────────────────────────────────── + + def load_data(self, cad_state: dict): + if not cad_state: + return + + for key, field in self.member_fields.items(): + value = cad_state.get(key, "") + if isinstance(field, NoScrollComboBox): + field.clear() + field.addItem(str(value)) + else: + field.setText(str(value)) + + for key, field in self.dim_fields.items(): + field.setText(str(cad_state.get(key, ""))) + + for key, field in self.shear_fields.items(): + field.setText(str(cad_state.get(key, ""))) + + for key, field in self.section_fields.items(): + field.setText(str(cad_state.get(key, ""))) + + if hasattr(self, "stiffener_table"): + stiffener_map = {0: "intermediate", 1: "longitudinal", 2: "bearing"} + for row, prefix in stiffener_map.items(): + grade = cad_state.get(f"stiff_{prefix}_grade", "") + thickness = cad_state.get(f"stiff_{prefix}_thickness", "") + width = cad_state.get(f"stiff_{prefix}_width", "") + spacing = cad_state.get(f"stiff_{prefix}_spacing", "") + + self.stiffener_table.setItem(row, 1, QTableWidgetItem(str(grade))) + self.stiffener_table.setItem(row, 2, QTableWidgetItem(str(thickness))) + self.stiffener_table.setItem(row, 3, QTableWidgetItem(str(width))) + self.stiffener_table.setItem(row, 4, QTableWidgetItem(str(spacing))) \ No newline at end of file From 77eebb523a75db2ed2fd3eed87d1aa41d0031e9a Mon Sep 17 00:00:00 2001 From: khp11 Date: Sat, 28 Feb 2026 20:21:42 +0530 Subject: [PATCH 051/225] steel design --- .../ui/dialogs/tabs/steel_design_analysis.py | 301 ++++++++++++++++++ 1 file changed, 301 insertions(+) create mode 100644 src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_analysis.py diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_analysis.py b/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_analysis.py new file mode 100644 index 000000000..7438384db --- /dev/null +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/steel_design_analysis.py @@ -0,0 +1,301 @@ +from PySide6.QtWidgets import ( + QWidget, + QVBoxLayout, + QHBoxLayout, + QGridLayout, + QLabel, + QLineEdit, + QFrame, + QSizePolicy, + QSpacerItem, +) +from PySide6.QtCore import Qt + +from osdagbridge.desktop.ui.docks.output_dock import ( + NoScrollComboBox, +) +from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style +from osdagbridge.desktop.ui.utils.styled_scroll_area import StyledScrollArea + +# From load_combination_tab.py defaults + output_dock +LOAD_COMBINATIONS = [ + "Envelope", + "DL + LL", + "1.35 DL + 1.5 LL", + "DL", "SIDL", "LL", + "WL", "EL", "IMF", "TL", +] + + +class SteelDesignAnalysisTab(QWidget): + + def __init__(self, parent=None): + self.result_fields = {} + self.x_fields = {} + + super().__init__(parent) + + self.setStyleSheet("background-color: white;") + + main_layout = QVBoxLayout(self) + main_layout.setContentsMargins(0, 0, 0, 0) + main_layout.setSpacing(0) + + scroll_area = StyledScrollArea() + + container = QWidget() + container.setStyleSheet("background-color: white;") + + # Same margins/spacing as girder_details_tab content_layout + container_layout = QVBoxLayout(container) + container_layout.setContentsMargins(10, 10, 10, 10) + container_layout.setSpacing(12) + + # ── MAIN ROW ───────────────────────────────────────────────────────── + main_row = QHBoxLayout() + main_row.setSpacing(12) + main_row.setContentsMargins(0, 0, 0, 0) + + main_row.addWidget(self._build_left_panel(), 0) + main_row.addWidget(self._build_diagram_section(), 1) + + container_layout.addLayout(main_row) + container_layout.addStretch() + + scroll_area.setWidget(container) + main_layout.addWidget(scroll_area) + + # ── HELPERS — exact girder_details_tab pattern ─────────────────────────── + + def _create_card_frame(self): + """Outer card — same as GirderDetailsTab._create_card_frame.""" + frame = QFrame() + frame.setObjectName("girderCard") + frame.setStyleSheet( + "QFrame#girderCard { background-color: white; border: 1px solid #cfcfcf; border-radius: 10px; }" + ) + return frame + + def _create_label(self, text): + """Section title — same as GirderDetailsTab._create_label.""" + label = QLabel(text) + label.setStyleSheet( + "font-size: 12px; color: #2f2f2f; font-weight: 600; background: transparent;" + ) + label.setAutoFillBackground(False) + return label + + def _create_small_label(self, text): + """Row label — same as GirderDetailsTab._create_small_label.""" + label = QLabel(text) + label.setTextFormat(Qt.RichText) + label.setStyleSheet("font-size: 10px; color: #5a5a5a; background: transparent;") + label.setAutoFillBackground(False) + return label + + def _side_label(self, text): + """Short label beside diagram fields.""" + lbl = QLabel(text) + lbl.setTextFormat(Qt.RichText) + lbl.setStyleSheet("font-size: 10px; color: #5a5a5a; background: transparent;") + lbl.setFixedWidth(40) + return lbl + + def _make_grid(self): + grid = QGridLayout() + grid.setContentsMargins(0, 0, 0, 0) + grid.setHorizontalSpacing(16) + grid.setVerticalSpacing(12) + grid.setColumnMinimumWidth(0, 180) + grid.setColumnStretch(0, 0) + grid.setColumnStretch(1, 0) + grid.setColumnStretch(2, 1) + return grid + + def _readonly_field(self): + field = QLineEdit() + field.setReadOnly(True) + field.setFixedWidth(150) + field.setMinimumHeight(28) + field.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + apply_field_style(field) + return field + + def _side_field(self): + field = QLineEdit() + field.setReadOnly(True) + field.setFixedWidth(120) + field.setMinimumHeight(28) + field.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + apply_field_style(field) + return field + + def _add_row(self, grid, row, text, widget): + grid.addWidget(self._create_small_label(text), row, 0, Qt.AlignLeft | Qt.AlignVCenter) + grid.addWidget(widget, row, 1, Qt.AlignLeft | Qt.AlignVCenter) + return row + 1 + + # ── LEFT PANEL ──────────────────────────────────────────────────────────── + + def _build_left_panel(self): + panel = QWidget() + panel.setStyleSheet("background-color: transparent;") + panel.setFixedWidth(360) + panel.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Preferred) + + layout = QVBoxLayout(panel) + layout.setContentsMargins(0, 0, 0, 0) + layout.setSpacing(12) + + # ── Selection card ──────────────────────────────────────────────────── + sel_card = self._create_card_frame() + sel_layout = QVBoxLayout(sel_card) + sel_layout.setContentsMargins(18, 16, 18, 16) + sel_layout.setSpacing(10) + sel_layout.addWidget(self._create_label("Selection:")) + + sel_grid = self._make_grid() + + self.member_combo = NoScrollComboBox() + apply_field_style(self.member_combo) + self.member_combo.setFixedWidth(150) + self.member_combo.setMinimumHeight(28) + self.member_combo.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + self.member_combo.addItems(["All", "Girder 1", "Girder 2"]) + + self.load_combo = NoScrollComboBox() + apply_field_style(self.load_combo) + self.load_combo.setFixedWidth(150) + self.load_combo.setMinimumHeight(28) + self.load_combo.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + self.load_combo.addItems(LOAD_COMBINATIONS) + + r = 0 + r = self._add_row(sel_grid, r, "Member ID:", self.member_combo) + r = self._add_row(sel_grid, r, "Load Combination:", self.load_combo) + sel_layout.addLayout(sel_grid) + layout.addWidget(sel_card) + + # ── Results card ────────────────────────────────────────────────────── + res_card = self._create_card_frame() + res_layout = QVBoxLayout(res_card) + res_layout.setContentsMargins(18, 16, 18, 16) + res_layout.setSpacing(10) + res_layout.addWidget(self._create_label("Results:")) + + res_grid = self._make_grid() + r = 0 + for key, label in [ + ("R_A", "RA"), + ("R_B", "RB"), + ("M_max", "Mmax"), + ("V_max", "Vmax"), + ("D_max", "Dmax"), + ]: + field = self._readonly_field() + r = self._add_row(res_grid, r, label, field) + self.result_fields[key] = field + + res_layout.addLayout(res_grid) + layout.addWidget(res_card) + layout.addStretch() + + return panel + + # ── DIAGRAM SECTION ─────────────────────────────────────────────────────── + + def _build_diagram_section(self): + """ + Diagram and right-side fields sit side-by-side with NO outer card — + the diagram placeholder itself is the visual element. + """ + wrapper = QWidget() + wrapper.setStyleSheet("background: transparent;") + wrapper.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Expanding) + + inner_row = QHBoxLayout(wrapper) + inner_row.setSpacing(12) + inner_row.setContentsMargins(0, 0, 0, 0) + + # Diagram placeholder — standalone, no card around it + self.diagram_placeholder = QLabel() + self.diagram_placeholder.setMinimumSize(260, 440) + self.diagram_placeholder.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Expanding) + self.diagram_placeholder.setAlignment(Qt.AlignCenter) + self.diagram_placeholder.setText("[BMD / SFD / Deflection Diagram]") + self.diagram_placeholder.setStyleSheet(""" + QLabel { + border: 1px solid #cfcfcf; + background-color: #F5F5F5; + color: #9a9a9a; + font-size: 10px; + border-radius: 10px; + } + """) + inner_row.addWidget(self.diagram_placeholder, 1) + + # Right column: x input + M_x / V_x / D_x spaced to diagram zones + right_col = QWidget() + right_col.setStyleSheet("background: transparent;") + right_col.setFixedWidth(170) + right_col.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Expanding) + + right_layout = QVBoxLayout(right_col) + right_layout.setContentsMargins(0, 0, 0, 0) + right_layout.setSpacing(0) + + self.x_input = QLineEdit() + self.x_input.setFixedWidth(120) + self.x_input.setMinimumHeight(28) + self.x_input.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + apply_field_style(self.x_input) + right_layout.addLayout(self._side_row("x", self.x_input)) + + right_layout.addSpacerItem(QSpacerItem(0, 100, QSizePolicy.Fixed, QSizePolicy.Fixed)) + self.mx_field = self._side_field() + right_layout.addLayout(self._side_row("Mx", self.mx_field)) + + right_layout.addSpacerItem(QSpacerItem(0, 100, QSizePolicy.Fixed, QSizePolicy.Fixed)) + self.vx_field = self._side_field() + right_layout.addLayout(self._side_row("Vx", self.vx_field)) + + right_layout.addSpacerItem(QSpacerItem(0, 100, QSizePolicy.Fixed, QSizePolicy.Fixed)) + self.dx_field = self._side_field() + right_layout.addLayout(self._side_row("Dx", self.dx_field)) + + right_layout.addStretch() + + self.x_fields["M_x"] = self.mx_field + self.x_fields["V_x"] = self.vx_field + self.x_fields["D_x"] = self.dx_field + + inner_row.addWidget(right_col, 0) + return wrapper + + def _side_row(self, label_text, widget): + row = QHBoxLayout() + row.setSpacing(6) + row.setContentsMargins(0, 0, 0, 0) + row.addWidget(self._side_label(label_text)) + row.addWidget(widget) + row.addStretch() + return row + + # ── PUBLIC API ──────────────────────────────────────────────────────────── + + def set_girder_count(self, count): + """Mirrors GirderDetailsTab.set_girder_count — no hardcoding.""" + self.member_combo.clear() + self.member_combo.addItems(["All"] + [f"Girder {i}" for i in range(1, count + 1)]) + + def load_data(self, cad_state: dict): + if not cad_state: + return + try: + self.set_girder_count(int(cad_state.get("no_of_girders", 2))) + except (ValueError, TypeError): + pass + for key, field in self.result_fields.items(): + field.setText(str(cad_state.get(key, ""))) + for key, field in self.x_fields.items(): + field.setText(str(cad_state.get(key, ""))) \ No newline at end of file From 6addbcb25bf636dadd06e914d50fbb8bf1bee9cd Mon Sep 17 00:00:00 2001 From: khp11 Date: Sat, 28 Feb 2026 20:42:00 +0530 Subject: [PATCH 052/225] template_page.py: only added missing QTimer import --- src/osdagbridge/desktop/ui/template_page.py | 2 +- 1 file changed, 1 insertion(+), 1 deletion(-) diff --git a/src/osdagbridge/desktop/ui/template_page.py b/src/osdagbridge/desktop/ui/template_page.py index b70d66394..75ea6a886 100644 --- a/src/osdagbridge/desktop/ui/template_page.py +++ b/src/osdagbridge/desktop/ui/template_page.py @@ -4,7 +4,7 @@ QMenuBar, QSplitter, QSizePolicy, QPushButton, QScrollArea, QFrame, ) from PySide6.QtSvgWidgets import QSvgWidget -from PySide6.QtCore import Qt, QFile, QTextStream, Signal +from PySide6.QtCore import Qt, QFile, QTextStream, Signal,QTimer from PySide6.QtGui import QIcon, QAction, QKeySequence from osdagbridge.desktop.ui.docks.input_dock import InputDock From 441e23efe55514c46a71006860ad1174868f14a5 Mon Sep 17 00:00:00 2001 From: khp11 Date: Sat, 28 Feb 2026 20:43:49 +0530 Subject: [PATCH 053/225] added common scrollbar layout for consistency and everyone can use --- .../desktop/ui/utils/styled_scroll_area.py | 53 +++++++++++++++++++ 1 file changed, 53 insertions(+) create mode 100644 src/osdagbridge/desktop/ui/utils/styled_scroll_area.py diff --git a/src/osdagbridge/desktop/ui/utils/styled_scroll_area.py b/src/osdagbridge/desktop/ui/utils/styled_scroll_area.py new file mode 100644 index 000000000..167b8667f --- /dev/null +++ b/src/osdagbridge/desktop/ui/utils/styled_scroll_area.py @@ -0,0 +1,53 @@ +from PySide6.QtWidgets import QScrollArea, QSizePolicy +from PySide6.QtCore import Qt + + +class StyledScrollArea(QScrollArea): + def __init__(self, parent=None): + super().__init__(parent) + + self.setWidgetResizable(True) + self.setHorizontalScrollBarPolicy(Qt.ScrollBarAlwaysOff) + self.setVerticalScrollBarPolicy(Qt.ScrollBarAsNeeded) + self.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Expanding) + + self.setStyleSheet(""" + QScrollArea { + background: transparent; + padding: 0px 5px; + border-top: 1px solid #909090; + border-bottom: 1px solid #909090; + } + + QScrollArea QScrollBar:vertical { + border: none; + background: #f0f0f0; + width: 8px; + margin-left: 2px; + } + + QScrollArea QScrollBar::handle:vertical { + background: #c0c0c0; + border-radius: 4px; + min-height: 20px; + } + + QScrollArea QScrollBar::handle:vertical:hover { + background: #a0a0a0; + } + + QScrollArea QScrollBar::handle:vertical:pressed { + background: #808080; + } + + QScrollArea QScrollBar::add-line:vertical, + QScrollArea QScrollBar::sub-line:vertical { + border: none; + background: none; + } + + QScrollArea QScrollBar::add-page:vertical, + QScrollArea QScrollBar::sub-page:vertical { + background: none; + } + """) From eca76a9da5dfddf369a97c49d79c3176139f7c89 Mon Sep 17 00:00:00 2001 From: khp11 Date: Sat, 28 Feb 2026 21:42:19 +0530 Subject: [PATCH 054/225] changed line 421, 428 for right button call --- src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py | 4 ++-- 1 file changed, 2 insertions(+), 2 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py index 9c5216b4f..f62856874 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py @@ -418,13 +418,13 @@ def output_values(self, flag=None): { "label": "Steel Design", "buttons": [ - {"text": "Here", "action": "show_additional_inputs"}, + {"text": "Here", "action": "open_steel_design"}, ], }, { "label": "Deck Design", "buttons": [ - {"text": "Here", "action": "show_additional_inputs"}, + {"text": "Here", "action": "open_deck_design"}, ], }, ] From f48d1a609fc58310cf4fc09bdf28f528bb3b3288 Mon Sep 17 00:00:00 2001 From: khp11 Date: Sat, 28 Feb 2026 21:42:55 +0530 Subject: [PATCH 055/225] added methods to open steel design and deck design dialogue box --- src/osdagbridge/desktop/ui/docks/output_dock.py | 12 ++++++++++++ 1 file changed, 12 insertions(+) diff --git a/src/osdagbridge/desktop/ui/docks/output_dock.py b/src/osdagbridge/desktop/ui/docks/output_dock.py index 9ec492fc6..d64307e6b 100644 --- a/src/osdagbridge/desktop/ui/docks/output_dock.py +++ b/src/osdagbridge/desktop/ui/docks/output_dock.py @@ -254,6 +254,18 @@ def init_ui(self): # Add content container to main layout self.main_layout.addWidget(content_container) + def open_steel_design(self): + """Open the Steel Design dialog.""" + from osdagbridge.desktop.ui.dialogs.steel_design import SteelDesign + dlg = SteelDesign(parent=self.parent) + dlg.exec() + + def open_deck_design(self): + """Open the Deck Design dialog.""" + from osdagbridge.desktop.ui.dialogs.deck_design import DeckDesign + dlg = DeckDesign(parent=self.parent) + dlg.exec() + def show_additional_inputs(self): """Handle showing additional geometry inputs.""" # Implement your logic here From bff27f8a5662cf905327cdac48c137232b23124c Mon Sep 17 00:00:00 2001 From: Sreejesh06 Date: Sun, 1 Mar 2026 19:47:20 +0530 Subject: [PATCH 056/225] refactor(ui): squash dev-v2 updates after pr baseline --- .../plate_girder/cad_generator.py | 8 +- .../bridge_types/plate_girder/ui_fields.py | 13 +- src/osdagbridge/core/utils/codes/keyfile.py | 8 +- src/osdagbridge/core/utils/common.py | 438 +----- .../desktop/ui/dialogs/additional_inputs.py | 82 +- .../ui/dialogs/tabs/section_properties_tab.py | 64 +- .../cross_bracing_details_tab.py | 31 +- .../end_diaphragm_details_tab.py | 384 +++++- .../section_properties/girder_details_tab.py | 1210 +++++++++++++++-- .../stiffener_details_tab.py | 23 +- .../desktop/ui/docks/input_dock.py | 31 + 11 files changed, 1658 insertions(+), 634 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py b/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py index c007fb511..ef9b3ab60 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/cad_generator.py @@ -504,7 +504,7 @@ def _calculate_skew_offset(lateral_position, reference_position=0): from osdagbridge.core.utils.codes.irc5_2015 import IRC5_2015 from osdagbridge.core.utils.common import ( KEY_CRASH_BARRIER_TYPE, - KEY_FOOTPATH, + VALUES_FOOTPATH, KEY_RAILING_TYPE, KEY_RIGID_CRASH_BARRIER_TYPE, KEY_METALLIC_CRASH_BARRIER_TYPE, @@ -548,7 +548,7 @@ def _calculate_skew_offset(lateral_position, reference_position=0): rigid_subtype_idx = rigid_subtype_map.get(self.crash_barrier_subtype, 0) design_dict = IRC5_2015.cl_109_6_3_shapes( barrier_type=KEY_CRASH_BARRIER_TYPE[barrier_idx], - footpath=KEY_FOOTPATH[0] if self.footpath_config == "NONE" else KEY_FOOTPATH[1], + footpath=VALUES_FOOTPATH[0] if self.footpath_config == "NONE" else VALUES_FOOTPATH[1], railing_type=selected_railing_key, design_dict={}, crash_barrier_type=KEY_RIGID_CRASH_BARRIER_TYPE[rigid_subtype_idx] @@ -559,7 +559,7 @@ def _calculate_skew_offset(lateral_position, reference_position=0): metallic_subtype_idx = metallic_subtype_map.get(self.crash_barrier_subtype, 0) design_dict = IRC5_2015.cl_109_6_3_shapes( barrier_type=KEY_CRASH_BARRIER_TYPE[1], - footpath=KEY_FOOTPATH[0] if self.footpath_config == "NONE" else KEY_FOOTPATH[1], + footpath=VALUES_FOOTPATH[0] if self.footpath_config == "NONE" else VALUES_FOOTPATH[1], railing_type=selected_railing_key, design_dict={}, crash_barrier_type=KEY_METALLIC_CRASH_BARRIER_TYPE[metallic_subtype_idx] @@ -637,7 +637,7 @@ def _calculate_skew_offset(lateral_position, reference_position=0): median_design_dict = IRC5_2015.cl_109_6_3_shapes( barrier_type=KEY_MEDIAN_TYPE[median_idx], - footpath=KEY_FOOTPATH[0], + footpath=VALUES_FOOTPATH[0], railing_type=None, design_dict={}, crash_barrier_type=KEY_METALLIC_CRASH_BARRIER_TYPE[metallic_subtype_idx] diff --git a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py index f62856874..4e775404a 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py @@ -256,6 +256,17 @@ def input_values(self): {"label": "Skew Angle"}, ) ) + options_list.append( + ( + "Design", + "Design", + TYPE_COMBOBOX, + ["Optimized", "Customized"], + True, + 'No Validator', + {"label": "Design", "default": "Optimized"}, + ) + ) # Material Inputs options_list.append( @@ -330,7 +341,7 @@ def input_values(self): ) return options_list - + def set_osdaglogger(self, key): """Logger setup""" print("Logger set up (mock)") diff --git a/src/osdagbridge/core/utils/codes/keyfile.py b/src/osdagbridge/core/utils/codes/keyfile.py index 6d688aa74..fd9214571 100644 --- a/src/osdagbridge/core/utils/codes/keyfile.py +++ b/src/osdagbridge/core/utils/codes/keyfile.py @@ -36,7 +36,7 @@ KEY_CRASH_BARRIER_TYPE = ['Flexible', 'Semi-Rigid', 'Rigid'] KEY_METALLIC_CRASH_BARRIER_TYPE = ['Single W-beam', 'Double W-beam'] KEY_RIGID_CRASH_BARRIER_TYPE = ['IRC-5R', 'High Containment'] -KEY_RAILING_TYPE = ['RCC', 'steel'] +KEY_RAILING_TYPE = ['IRC 5 RCC railing', 'IRC 5 steel railing'] KEY_MEDIAN_TYPE = [ 'Raised Kerb', 'RCC Crash Barrier', @@ -57,12 +57,6 @@ 'Crowded Footway': 500, } -KEY_RAILING_TYPE = ['IRC 5 RCC railing','IRC 5 steel railing'] -KEY_CRASH_BARRIER_TYPE = [ - "Rigid", - "Semi-rigid", - "Flexible" -] KEY_TERRAIN_TYPE = ['plain','obstructed'] diff --git a/src/osdagbridge/core/utils/common.py b/src/osdagbridge/core/utils/common.py index b8bed19aa..fad123924 100644 --- a/src/osdagbridge/core/utils/common.py +++ b/src/osdagbridge/core/utils/common.py @@ -14,261 +14,6 @@ kPa = kilo * Pa g = 9.81 -# Constants for input types -TYPE_MODULE = "module" -TYPE_TITLE = "title" -TYPE_COMBOBOX = "combobox" -TYPE_COMBOBOX_CUSTOMIZED = "combobox_customized" -TYPE_TEXTBOX = "textbox" -TYPE_IMAGE = "image" - -# Keys for inputs -KEY_MODULE = "Module" -KEY_STRUCTURE_TYPE = "Structure Type" -KEY_PROJECT_LOCATION = "Project Location" -KEY_SPAN = "Span" -KEY_CARRIAGEWAY_WIDTH = "Carriageway Width" -KEY_INCLUDE_MEDIAN = "Include Median" -# KEY_FOOTPATH = "Footpath" -KEY_FOOTPATH = ["None", "Single Side", "Both Sides"] -KEY_SKEW_ANGLE = "Skew Angle" -KEY_GIRDER = "Girder" -KEY_CROSS_BRACING = "Cross Bracing" -KEY_END_DIAPHRAGM = "End Diaphragm" -KEY_DECK = "Deck" -KEY_DECK_CONCRETE_GRADE_BASIC = "Deck Concrete Grade" - -# Display names -KEY_DISP_FINPLATE = "Highway Bridge Design" -DISP_TITLE_STRUCTURE = "Type of Structure" -KEY_DISP_STRUCTURE_TYPE = "Structure Type" -DISP_TITLE_PROJECT = "Project Location" -KEY_DISP_PROJECT_LOCATION = "City in India*" -DISP_TITLE_GEOMETRIC = "Geometric Details" -KEY_DISP_SPAN = "Span (m)* [20-45]" -KEY_DISP_CARRIAGEWAY_WIDTH = "Carriageway Width (m)* [≥4.25]" -KEY_DISP_FOOTPATH = "Footpath" -KEY_DISP_SKEW_ANGLE = "Skew Angle (degrees) [±15]" -DISP_TITLE_MATERIAL = "Material Inputs" -KEY_DISP_GIRDER = "Girder" -KEY_DISP_CROSS_BRACING = "Cross Bracing" -KEY_DISP_END_DIAPHRAGM = "End Diaphragm" -KEY_DISP_DECK = "Deck" -KEY_DISP_DECK_CONCRETE_GRADE = "Deck Concrete Grade [M25+]" - -# Sample values -# Type of Structure: Defines the application of the steel girder bridge -# Currently only covers highway bridge -VALUES_STRUCTURE_TYPE = ["Highway Bridge", "Other"] - -# Project Location: Cities in India for load calculations -# Organized by regions for easier navigation -VALUES_PROJECT_LOCATION = [ - "Delhi", "Mumbai", "Bangalore", "Kolkata", "Chennai", "Hyderabad", - "Ahmedabad", "Pune", "Surat", "Jaipur", "Lucknow", "Kanpur", - "Nagpur", "Indore", "Thane", "Bhopal", "Visakhapatnam", "Pimpri-Chinchwad", - "Patna", "Vadodara", "Ghaziabad", "Ludhiana", "Agra", "Nashik", - "Faridabad", "Meerut", "Rajkot", "Kalyan-Dombivali", "Vasai-Virar", "Varanasi", - "Srinagar", "Aurangabad", "Dhanbad", "Amritsar", "Navi Mumbai", "Allahabad", - "Ranchi", "Howrah", "Coimbatore", "Jabalpur", "Gwalior", "Vijayawada", - "Jodhpur", "Madurai", "Raipur", "Kota", "Chandigarh", "Guwahati", - "Custom" # Allow custom location entry -] - -# Footpath: Single sided or none or both -# Default: None -# Note: IRC 5 Clause 101.41 requires safety kerb when footpath is not present -VALUES_FOOTPATH = ["None", "Single Sided", "Both"] - -VALUES_MATERIAL = [ - "E 250A", "E 250BR", "E 250B0", "E 250C", - "E 275A", "E 275BR", "E 275B0", "E 275C", - "E 300A", "E 300BR", "E 300B0", "E 300C", - "E 350A", "E 350BR", "E 350B0", "E 350C", - "E 410A", "E 410BR", "E 410B0", "E 410C", - "E 450A", "E 450BR", - "E 550A", "E 550BR", - "E 600A", "E 600BR", - "E 650A", "E 650BR" -] - -# Validation limits -# Span: Between 20 to 45 meters -SPAN_MIN = 20.0 -SPAN_MAX = 45.0 - -# Carriageway Width limits per IRC 5 Clause 104.3.1 -CARRIAGEWAY_WIDTH_MIN = 4.25 # No median present -CARRIAGEWAY_WIDTH_MIN_WITH_MEDIAN = 7.5 # Each carriageway when median provided -CARRIAGEWAY_WIDTH_MAX_LIMIT = 23.6 # Current software cap (subject to change) - -# Skew Angle: IRC 24 (2010) requires detailed analysis when skew angle exceeds ±15 degrees -# Default: 0 degrees -SKEW_ANGLE_MIN = -15.0 -SKEW_ANGLE_MAX = 15.0 -SKEW_ANGLE_DEFAULT = 0.0 - -# ===== Additional Inputs Constants ===== - -# Typical Section Details Keys -KEY_GIRDER_SPACING = "Girder Spacing" -KEY_DECK_OVERHANG = "Deck Overhang Width" -KEY_NO_OF_GIRDERS = "No. of Girders" -KEY_DECK_THICKNESS = "Deck Thickness" -KEY_DECK_CONCRETE_GRADE = "Deck Concrete Grade" -KEY_DECK_REINF_MATERIAL = "Deck Reinforcement Material" -KEY_DECK_REINF_SIZE = "Deck Reinforcement Size" -KEY_DECK_REINF_SPACING_LONG = "Deck Reinforcement Spacing Longitudinal" -KEY_DECK_REINF_SPACING_TRANS = "Deck Reinforcement Spacing Transverse" -KEY_FOOTPATH_WIDTH = "Footpath Width" -KEY_FOOTPATH_THICKNESS = "Footpath Thickness" -KEY_RAILING_PRESENT = "Railing Present" -KEY_RAILING_WIDTH = "Railing Width" -KEY_RAILING_HEIGHT = "Railing Height" -KEY_SAFETY_KERB_PRESENT = "Safety Kerb Present" -KEY_SAFETY_KERB_WIDTH = "Safety Kerb Width" -KEY_SAFETY_KERB_MIN_WIDTH = 750 # in mm -KEY_SAFETY_KERB_PLACEMENT = ['Single Side', 'Both Sides', ] -KEY_SAFETY_KERB_THICKNESS = "Safety Kerb Thickness" -KEY_CRASH_BARRIER_PRESENT = "Crash Barrier Present" -KEY_CRASH_BARRIER_TYPE = ['Flexible', 'Semi-Rigid', 'Rigid'] -KEY_CRASH_BARRIER_DENSITY = "Crash Barrier Material Density" -KEY_CRASH_BARRIER_WIDTH = "Crash Barrier Width" -KEY_CRASH_BARRIER_AREA = "Crash Barrier Area" - -# Section Properties Keys -KEY_GIRDER_TYPE = "Girder Type" -KEY_GIRDER_IS_SECTION = "Girder IS Section" -KEY_GIRDER_SYMMETRY = "Girder Symmetry" -KEY_GIRDER_TOP_FLANGE_WIDTH = "Girder Top Flange Width" -KEY_GIRDER_TOP_FLANGE_THICKNESS = "Girder Top Flange Thickness" -KEY_GIRDER_BOTTOM_FLANGE_WIDTH = "Girder Bottom Flange Width" -KEY_GIRDER_BOTTOM_FLANGE_THICKNESS = "Girder Bottom Flange Thickness" -KEY_GIRDER_DEPTH = "Girder Depth" -KEY_GIRDER_WEB_THICKNESS = "Girder Web Thickness" -KEY_GIRDER_TORSIONAL_RESTRAINT = "Torsional Restraint" -KEY_GIRDER_WARPING_RESTRAINT = "Warping Restraint" -KEY_GIRDER_WEB_TYPE = "Web Type" - -KEY_STIFFENER_DESIGN_METHOD = "Stiffener Design Method" -KEY_STIFFENER_PLATE_THICKNESS = "Stiffener Plate Thickness" -KEY_STIFFENER_SPACING = "Stiffener Spacing" -KEY_LONGITUDINAL_STIFFENER = "Longitudinal Stiffener" -KEY_LONGITUDINAL_STIFFENER_THICKNESS = "Longitudinal Stiffener Thickness" - -KEY_CROSS_BRACING_TYPE = "Cross Bracing Type" -KEY_CROSS_BRACING_SECTION = "Cross Bracing Section" -KEY_BRACKET_SECTION = "Bracket Section" -KEY_CROSS_BRACING_SPACING = "Cross Bracing Spacing" - -KEY_END_DIAPHRAGM_TYPE = "End Diaphragm Type" -KEY_END_DIAPHRAGM_SECTION = "End Diaphragm Section" -KEY_END_DIAPHRAGM_SPACING = "End Diaphragm Spacing" - -# Dead Load Keys -KEY_SELF_WEIGHT = "Self Weight" -KEY_SELF_WEIGHT_FACTOR = "Self Weight Factor" -KEY_WEARING_COAT_MATERIAL = "Wearing Coat Material" -KEY_WEARING_COAT_DENSITY = "Wearing Coat Density" -KEY_WEARING_COAT_THICKNESS = "Wearing Coat Thickness" -KEY_RAILING_TYPE = ['RCC', 'steel'] -KEY_RAILING_LOAD_COUNT = "No. of Railings" -KEY_RAILING_LOAD = "Railing Load" -KEY_RAILING_LOAD_LOCATION = "Railing Load Location" -KEY_CRASH_BARRIER_LOAD_COUNT = "No. of Crash Barriers" -KEY_CRASH_BARRIER_LOAD = "Crash Barrier Load" -KEY_CRASH_BARRIER_LOAD_LOCATION = "Crash Barrier Load Location" - -# Live Load Keys -KEY_IRC_CLASS_A = "IRC Class A" -KEY_IRC_CLASS_70R = "IRC Class 70R" -KEY_IRC_CLASS_AA = "IRC Class AA" -KEY_IRC_CLASS_SV = "IRC Class SV" -KEY_CUSTOM_VEHICLE = "Custom Vehicle" -KEY_CUSTOM_AXLE_TYPE = "Custom Axle Type" -KEY_CUSTOM_NO_AXLES = "Custom Number of Axles" -KEY_CUSTOM_AXLE_LOAD = "Custom Axle Load" -KEY_CUSTOM_AXLE_SPACING = "Custom Axle Spacing" -KEY_CUSTOM_VEHICLE_SPACING = "Custom Vehicle Spacing" -KEY_CUSTOM_ECCENTRICITY = "Custom Eccentricity" -KEY_FOOTPATH_PRESSURE = "Footpath Pressure" -KEY_FOOTPATH_PRESSURE_VALUE = "Footpath Pressure Value" -KEY_FOOTPATH_CLEAR_MIN_WIDTH = 1500 # in mm - -# Support Condition Keys -KEY_LEFT_SUPPORT = "Left Support" -KEY_RIGHT_SUPPORT = "Right Support" -KEY_BEARING_LENGTH = "Bearing Length" -KEY_RIGID_CRASH_BARRIER_TYPE = ['IRC-5R', 'High Containment'] - -# Value Lists for Additional Inputs -VALUES_YES_NO = ["No", "Yes"] -VALUES_DECK_CONCRETE_GRADE = [ - "M 25", "M 30", "M 35", "M 40", "M 45", "M 50", - "M 55", "M 60", "M 65", "M 70", "M 75", "M 80", - "M 85", "M 90" -] -VALUES_REINF_MATERIAL = ["Fe 415", "Fe 500", "Fe 550"] -VALUES_REINF_SIZE = ["8", "10", "12", "16", "20", "25", "32"] -VALUES_CRASH_BARRIER_TYPE = [ - "IRC 5 - RCC Crash Barrier", - "IRC 5 - Steel Crash Barrier", - "IRC 5 - Metal Beam", - "Custom" -] -VALUES_MEDIAN_TYPE = [ - "IRC 5 - Raised Kerb", - "IRC 5 - Flush Median", - "Custom" -] -VALUES_GIRDER_TYPE = ["IS Standard Rolled Beam", "Plate Girder"] -VALUES_GIRDER_SYMMETRY = ["Symmetrical", "Unsymmetrical"] -VALUES_OPTIMIZATION_MODE = ["Optimized", "Customized", "All"] -VALUES_TORSIONAL_RESTRAINT = [ - "Fully Restrained", - "Partially Restrained - Support Connection", - "Partially Restrained - Bearing Support", -] -VALUES_WARPING_RESTRAINT = ["Both Flanges Restrained", "No Restraint"] -# Plate girder web classification used by the Section Properties UI. -# Thin webs typically require intermediate transverse stiffeners (ITS), whereas -# thick webs do not; keep the labels consistent across desktop UI + schemas. -VALUES_WEB_TYPE = ["Thin Web with ITS", "Thick Web without ITS"] -VALUES_STIFFENER_DESIGN = ["Simple Post Critical", "Tension Field"] -VALUES_CROSS_BRACING_TYPE = ["K-bracing", "K-bracing with top bracket", "X-bracing", "X-bracing with bottom bracket", "X-bracing with top and bottom brackets"] -VALUES_END_DIAPHRAGM_TYPE = ["Cross Bracing", "Rolled Beam", "Welded Beam"] -VALUES_WEARING_COAT_MATERIAL = ["Concrete", "Bituminous", "Other"] -VALUES_RAILING_TYPE = [ - "IRC 5 - RCC Railing", - "IRC 5 - Steel Railing", - "Custom" -] -VALUES_CUSTOM_AXLE_TYPE = ["Single", "Bogie"] -VALUES_FOOTPATH_PRESSURE_MODE = ["Automatic", "User-defined"] -VALUES_SUPPORT_TYPE = ["Fixed", "Pinned"] - -# Default values -DEFAULT_SELF_WEIGHT_FACTOR = 1.0 -DEFAULT_CONCRETE_DENSITY = 25.0 # kN/m³ -DEFAULT_STEEL_DENSITY = 78.5 # kN/m³ -DEFAULT_BEARING_LENGTH = 0.0 # mm - -# Typical Section Details Validation Constants (IRC 5) -MIN_FOOTPATH_WIDTH = 1.5 # meters (IRC 5 Clause 104.3.6) -MIN_RAILING_HEIGHT = 1.0 # meters (IRC 5 Clauses 109.7.2.3 & 109.7.2.4) -MIN_SAFETY_KERB_WIDTH = 0.75 # meters (IRC 5 Clause 101.41) -DEFAULT_GIRDER_SPACING = 2.5 # meters (preliminary design assumption) -DEFAULT_DECK_OVERHANG = 1.0 # meters (preliminary design assumption) -DEFAULT_CRASH_BARRIER_WIDTH = 0.5 # meters (typical) -DEFAULT_RAILING_WIDTH = 0.15 # meters (typical) - -def connectdb(table_name, popup=None): - """Mock database connection - returns sample data""" - if table_name == "Material": - return VALUES_MATERIAL - return [] - - # Constants for input types TYPE_MODULE = "module" TYPE_TITLE = "title" @@ -311,12 +56,8 @@ def connectdb(table_name, popup=None): KEY_DISP_DECK_CONCRETE_GRADE = "Deck Concrete Grade [M25+]" # Sample values -# Type of Structure: Defines the application of the steel girder bridge -# Currently only covers highway bridge VALUES_STRUCTURE_TYPE = ["Highway Bridge", "Other"] -# Project Location: Cities in India for load calculations -# Organized by regions for easier navigation VALUES_PROJECT_LOCATION = [ "Delhi", "Mumbai", "Bangalore", "Kolkata", "Chennai", "Hyderabad", "Ahmedabad", "Pune", "Surat", "Jaipur", "Lucknow", "Kanpur", @@ -326,13 +67,11 @@ def connectdb(table_name, popup=None): "Srinagar", "Aurangabad", "Dhanbad", "Amritsar", "Navi Mumbai", "Allahabad", "Ranchi", "Howrah", "Coimbatore", "Jabalpur", "Gwalior", "Vijayawada", "Jodhpur", "Madurai", "Raipur", "Kota", "Chandigarh", "Guwahati", - "Custom" # Allow custom location entry + "Custom", ] -# Footpath: Single sided or none or both -# Default: None -# Note: IRC 5 Clause 101.41 requires safety kerb when footpath is not present -VALUES_FOOTPATH = ["None", "Single Sided", "Both"] +# Canonical footpath options used across UI + CAD/code clauses. +VALUES_FOOTPATH = ["None", "Single Side", "Both Sides"] VALUES_MATERIAL = [ "E 250A", "E 250BR", "E 250B0", "E 250C", @@ -343,21 +82,15 @@ def connectdb(table_name, popup=None): "E 450A", "E 450BR", "E 550A", "E 550BR", "E 600A", "E 600BR", - "E 650A", "E 650BR" + "E 650A", "E 650BR", ] # Validation limits -# Span: Between 20 to 45 meters SPAN_MIN = 20.0 SPAN_MAX = 45.0 - -# Carriageway Width limits per IRC 5 Clause 104.3.1 -CARRIAGEWAY_WIDTH_MIN = 4.25 # No median present -CARRIAGEWAY_WIDTH_MIN_WITH_MEDIAN = 7.5 # Each carriageway when median provided -CARRIAGEWAY_WIDTH_MAX_LIMIT = 23.6 # Current software cap (subject to change) - -# Skew Angle: IRC 24 (2010) requires detailed analysis when skew angle exceeds ±15 degrees -# Default: 0 degrees +CARRIAGEWAY_WIDTH_MIN = 4.25 +CARRIAGEWAY_WIDTH_MIN_WITH_MEDIAN = 7.5 +CARRIAGEWAY_WIDTH_MAX_LIMIT = 23.6 SKEW_ANGLE_MIN = -15.0 SKEW_ANGLE_MAX = 15.0 SKEW_ANGLE_DEFAULT = 0.0 @@ -378,38 +111,33 @@ def connectdb(table_name, popup=None): KEY_FOOTPATH_THICKNESS = "Footpath Thickness" KEY_RAILING_PRESENT = "Railing Present" KEY_RAILING_WIDTH = "Railing Width" -KEY_RAILING_MIN_HEIGHT = [1100, 1250] # in mm -KEY_CYCLE_TRACK = ['None', 'Single', 'Both Sides'] -KEY_MIN_SKEW_ANGLE = 30 # in degrees -KEY_MIN_LOGITUDINAL_GRADIENT = 0.3 # in percent -KEY_MAX_BRIDGE_LENGTH_SINGLE_CURVE = 30 # in meters -# Metallic crash barrier sub-types -KEY_METALLIC_CRASH_BARRIER_TYPE = ['Single W-beam', 'Double W-beam'] -KEY_CRASH_BARRIER_TYPE = [ - "Rigid", - "Semi-rigid", - "Flexible" -] - -KEY_MIN_SINGLE_LANE = 4.25 # in meters -KEY_MIN_DOUBLE_LANE = 7.5 # in meters -KEY_ADDITIONAL_LANE = 3.5 # in meters -KEY_MEDIAN_TYPE = [ - 'Raised Kerb', - 'RCC Crash Barrier', - 'Metallic Crash Barrier' -] - KEY_RAILING_HEIGHT = "Railing Height" +KEY_RAILING_MIN_HEIGHT = [1100, 1250] +KEY_CYCLE_TRACK = ["None", "Single", "Both Sides"] +KEY_MIN_SKEW_ANGLE = 30 +KEY_MIN_LOGITUDINAL_GRADIENT = 0.3 +KEY_MAX_BRIDGE_LENGTH_SINGLE_CURVE = 30 +KEY_MIN_SINGLE_LANE = 4.25 +KEY_MIN_DOUBLE_LANE = 7.5 +KEY_ADDITIONAL_LANE = 3.5 + KEY_SAFETY_KERB_PRESENT = "Safety Kerb Present" KEY_SAFETY_KERB_WIDTH = "Safety Kerb Width" KEY_SAFETY_KERB_THICKNESS = "Safety Kerb Thickness" +KEY_SAFETY_KERB_MIN_WIDTH = 750 +KEY_SAFETY_KERB_PLACEMENT = ["Single Side", "Both Sides"] + KEY_CRASH_BARRIER_PRESENT = "Crash Barrier Present" -KEY_CRASH_BARRIER_TYPE = "Crash Barrier Type" KEY_CRASH_BARRIER_DENSITY = "Crash Barrier Material Density" KEY_CRASH_BARRIER_WIDTH = "Crash Barrier Width" KEY_CRASH_BARRIER_AREA = "Crash Barrier Area" +KEY_METALLIC_CRASH_BARRIER_TYPE = ["Single W-beam", "Double W-beam"] +KEY_RIGID_CRASH_BARRIER_TYPE = ["IRC-5R", "High Containment"] +KEY_CRASH_BARRIER_TYPE = ["Flexible", "Semi-Rigid", "Rigid"] +KEY_MEDIAN_TYPE = ["Raised Kerb", "RCC Crash Barrier", "Metallic Crash Barrier"] +KEY_FOOTPATH_CLEAR_MIN_WIDTH = 1500 + # Section Properties Keys KEY_GIRDER_TYPE = "Girder Type" KEY_GIRDER_IS_SECTION = "Girder IS Section" @@ -442,10 +170,11 @@ def connectdb(table_name, popup=None): # Dead Load Keys KEY_SELF_WEIGHT = "Self Weight" KEY_SELF_WEIGHT_FACTOR = "Self Weight Factor" -KEY_WEARING_COAT = ['bituminous', 'concrete'] +KEY_WEARING_COAT = ["bituminous", "concrete"] KEY_WEARING_COAT_MATERIAL = "Wearing Coat Material" KEY_WEARING_COAT_DENSITY = "Wearing Coat Density" KEY_WEARING_COAT_THICKNESS = "Wearing Coat Thickness" +KEY_RAILING_TYPE = ["IRC 5 RCC railing", "IRC 5 steel railing"] KEY_RAILING_LOAD_COUNT = "No. of Railings" KEY_RAILING_LOAD = "Railing Load" KEY_RAILING_LOAD_LOCATION = "Railing Load Location" @@ -478,7 +207,7 @@ def connectdb(table_name, popup=None): VALUES_DECK_CONCRETE_GRADE = [ "M 25", "M 30", "M 35", "M 40", "M 45", "M 50", "M 55", "M 60", "M 65", "M 70", "M 75", "M 80", - "M 85", "M 90" + "M 85", "M 90", ] VALUES_REINF_MATERIAL = ["Fe 415", "Fe 500", "Fe 550"] VALUES_REINF_SIZE = ["8", "10", "12", "16", "20", "25", "32"] @@ -486,15 +215,20 @@ def connectdb(table_name, popup=None): "IRC 5 - RCC Crash Barrier", "IRC 5 - Steel Crash Barrier", "IRC 5 - Metal Beam", - "Custom" + "Custom", ] VALUES_MEDIAN_TYPE = [ "IRC 5 - Raised Kerb", "IRC 5 - Flush Median", - "Custom" + "Custom", ] VALUES_GIRDER_TYPE = ["Welded", "Rolled"] VALUES_GIRDER_SYMMETRY = ["Girder Symmetric", "Girder Unsymmetric"] +VALUES_GIRDER_SUPPORT_TYPE = [ + "Major Laterally Supported", + "Minor Laterally Unsupported", + "Major Laterally Unsupported", +] VALUES_GIRDER_DESIGN_MODE = ["Optimized", "Customized"] VALUES_GIRDER_SPAN_MODE = ["Full Length", "Custom"] VALUES_PROFILE_SCOPE = ["All", "Custom"] @@ -505,86 +239,52 @@ def connectdb(table_name, popup=None): "Partially Restrained - Bearing Support", ] VALUES_WARPING_RESTRAINT = ["Both Flanges Restrained", "No Restraint"] -# Plate girder web classification used by the Section Properties UI. -# Thin webs typically require intermediate transverse stiffeners (ITS), whereas -# thick webs do not; keep the labels consistent across desktop UI + schemas. VALUES_WEB_TYPE = ["Thin Web with ITS", "Thick Web without ITS"] VALUES_STIFFENER_DESIGN = ["Simple Post Critical", "Tension Field"] -VALUES_CROSS_BRACING_TYPE = ["K-bracing", "K-bracing with top bracket", "X-bracing", "X-bracing with bottom bracket", "X-bracing with top and bottom brackets"] +VALUES_CROSS_BRACING_TYPE = [ + "K-bracing", + "K-bracing with top bracket", + "X-bracing", + "X-bracing with bottom bracket", + "X-bracing with top and bottom brackets", +] VALUES_END_DIAPHRAGM_TYPE = ["Cross Bracing", "Rolled Beam", "Welded Beam"] VALUES_WEARING_COAT_MATERIAL = ["Concrete", "Bituminous", "Other"] -VALUES_RAILING_TYPE = [ - "IRC 5 - RCC Railing", - "IRC 5 - Steel Railing", - "Custom" -] +VALUES_RAILING_TYPE = ["IRC 5 - RCC Railing", "IRC 5 - Steel Railing", "Custom"] VALUES_CUSTOM_AXLE_TYPE = ["Single", "Bogie"] VALUES_FOOTPATH_PRESSURE_MODE = ["Automatic", "User-defined"] VALUES_SUPPORT_TYPE = ["Fixed", "Pinned"] -# Default values + +# Defaults + validation helpers DEFAULT_SELF_WEIGHT_FACTOR = 1.0 -DEFAULT_CONCRETE_DENSITY = 25.0 # kN/m³ -DEFAULT_STEEL_DENSITY = 78.5 # kN/m³ -DEFAULT_BEARING_LENGTH = 0.0 # mm +DEFAULT_CONCRETE_DENSITY = 25.0 +DEFAULT_STEEL_DENSITY = 78.5 +DEFAULT_BEARING_LENGTH = 0.0 + +MIN_FOOTPATH_WIDTH = 1.5 +MIN_RAILING_HEIGHT = 1.0 +MIN_SAFETY_KERB_WIDTH = 0.75 +DEFAULT_GIRDER_SPACING = 2.5 +DEFAULT_DECK_OVERHANG = 1.0 +DEFAULT_CRASH_BARRIER_WIDTH = 0.5 +DEFAULT_RAILING_WIDTH = 0.15 + +# IRC helper option constants +KEY_VEHICLE = ["Class70R(W)", "Class70R(T)", "ClassA", "ClassB"] +KEY_TYPE_BRIDGE = ["Highway", "Rural"] +KEY_DESIGN_FATIGUE = ["Dont design for fatigue", "Regular Vehicles", "Heavy Vehicles"] +KEY_TYPE_FOOTWAY = ["Default", "Regular Footway", "Crowded Footway"] +FOOTWAY_LOADS = { + "Default": 500, + "Regular Footway": 400, + "Crowded Footway": 500, +} +KEY_TERRAIN_TYPE = ["plain", "obstructed"] -# Typical Section Details Validation Constants (IRC 5) -MIN_FOOTPATH_WIDTH = 1.5 # meters (IRC 5 Clause 104.3.6) -MIN_RAILING_HEIGHT = 1.0 # meters (IRC 5 Clauses 109.7.2.3 & 109.7.2.4) -MIN_SAFETY_KERB_WIDTH = 0.75 # meters (IRC 5 Clause 101.41) -DEFAULT_GIRDER_SPACING = 2.5 # meters (preliminary design assumption) -DEFAULT_DECK_OVERHANG = 1.0 # meters (preliminary design assumption) -DEFAULT_CRASH_BARRIER_WIDTH = 0.5 # meters (typical) -DEFAULT_RAILING_WIDTH = 0.15 # meters (typical) def connectdb(table_name, popup=None): - """Mock database connection - returns sample data""" + """Mock database connection - returns sample data.""" if table_name == "Material": return VALUES_MATERIAL return [] -# Unit definitions -kilo = 1e3 -milli = 1e-3 -N = 1 -m = 1 -mm = milli * m -m2 = m ** 2 -m3 = m ** 3 -m4 = m ** 4 -kN = kilo * N -Pa = 1 -MPa = N / ((mm) ** 2) -GPa = kilo * MPa -kPa = kilo * Pa - -KEY_FOOTPATH = "Footpath" -KEY_SAFETY_KERB_MIN_WIDTH = 750 # in mm -KEY_SAFETY_KERB_PLACEMENT = ['Single Side', 'Both Sides', ] -KEY_FOOTPATH_CLEAR_MIN_WIDTH = 1500 # in mm -KEY_RAILING_MIN_HEIGHT = [1100, 1250] # in mm -KEY_CYCLE_TRACK = ['None', 'Single', 'Both Sides'] -KEY_MIN_SKEW_ANGLE = 30 # in degrees -KEY_WEARING_COAT = ['bituminous', 'concrete'] -KEY_CRASH_BARRIER_TYPE = ['Flexible', 'Semi-Rigid', 'Rigid'] -KEY_RAILING_TYPE = ['RCC', 'steel'] -KEY_MIN_LOGITUDINAL_GRADIENT = 0.3 # in percent -KEY_MAX_BRIDGE_LENGTH_SINGLE_CURVE = 30 # in meters -KEY_RIGID_CRASH_BARRIER_TYPE = ['IRC-5R', 'High Containment'] - -KEY_MIN_SINGLE_LANE = 4.25 # in meters -KEY_MIN_DOUBLE_LANE = 7.5 # in meters -KEY_ADDITIONAL_LANE = 3.5 # in meters -KEY_VEHICLE = ['Class70R(W)','Class70R(T)','ClassA','ClassB'] -KEY_TYPE_BRIDGE = ['Highway','Rural'] -KEY_DESIGN_FATIGUE = ['Dont design for fatigue','Regular Vehicles','Heavy Vehicles'] -KEY_TYPE_FOOTWAY = ['Default','Regular Footway','Crowded Footway'] - -# Characteristic loads for footway types (kg/m^2) -FOOTWAY_LOADS = { - 'Default': 500, - 'Regular Footway': 400, - 'Crowded Footway': 500, -} - -KEY_RAILING_TYPE = ['IRC 5 RCC railing','IRC 5 steel railing'] -KEY_TERRAIN_TYPE = ['plain','obstructed'] diff --git a/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py b/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py index f5603c0fe..093e3fa7b 100644 --- a/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py +++ b/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py @@ -47,6 +47,7 @@ def __init__(self, footpath_value="None", carriageway_width=7.5, parent=None): self.setSizeGripEnabled(True) self.footpath_value = footpath_value self.carriageway_width = carriageway_width + self._member_properties_editable = True self._last_saved_data = {} # Track last saved state self.init_ui() self.setStyleSheet(""" @@ -115,6 +116,7 @@ def init_ui(self): color: #ffffff; } """) + self._last_top_tab_index = 0 # Sub-Tab 1: Typical Section Details self.typical_section_tab = TypicalSectionDetailsTab(self.footpath_value, self.carriageway_width) @@ -123,6 +125,7 @@ def init_ui(self): # Sub-Tab 2: Member Properties self.section_properties_tab = SectionPropertiesTab() self.tabs.addTab(self.section_properties_tab, "Member Properties") + self.section_properties_tab.set_editable_mode(self._member_properties_editable) # Keep girder count in sync across tabs try: @@ -145,6 +148,7 @@ def init_ui(self): # Sub-Tab 6: Design Options (Cont.) analysis_design_tab = self._build_design_options_cont_tab() self.tabs.addTab(analysis_design_tab, "Design Options (Cont.)") + self.tabs.currentChanged.connect(self._on_top_tab_changed) main_layout.addWidget(self.tabs) @@ -222,6 +226,10 @@ def _create_schema_widget(self, field_def, field_width): return widget + def set_member_properties_design_mode(self, mode_str: str): + if hasattr(self, "section_properties_tab") and hasattr(self.section_properties_tab, "set_design_mode"): + self.section_properties_tab.set_design_mode(mode_str) + def _apply_defaults(self): """Apply defaults only to the currently visible top-level tab. @@ -265,7 +273,12 @@ def _save_inputs(self): saved.update(self.section_properties_tab.save_properties() or {}) except Exception as exc: # If saving fails, the old code would never reach the confirmation popup. - QMessageBox.critical(self, "Save Failed", f"Could not save inputs.\n\n{exc}") + box = QMessageBox(self) + box.setIcon(QMessageBox.Critical) + box.setWindowTitle("Save Failed") + box.setText(f"Could not save inputs.\n\n{exc}") + box.setStandardButtons(QMessageBox.Ok) + box.exec() return # Store the saved data for later retrieval @@ -276,25 +289,7 @@ def _save_inputs(self): box = QMessageBox(self) box.setIcon(QMessageBox.Information) box.setWindowTitle("Saved") - - # Build detailed message - saved_items = [] - if "girder_details" in saved: - saved_items.append("✓ Girder Details") - if "stiffener_details" in saved: - stiffener_data = saved.get("stiffener_details", {}) - member_count = len(stiffener_data.get("stiffener_by_member", {})) - saved_items.append(f"✓ Stiffener Details ({member_count} members)") - if "cross_bracing" in saved: - saved_items.append("✓ Cross-Bracing Details") - if "end_diaphragm" in saved: - saved_items.append("✓ End Diaphragm Details") - - message = "Inputs saved successfully.\n\n" - if saved_items: - message += "Saved:\n" + "\n".join(saved_items) - - box.setText(message) + box.setText("Inputs saved successfully.") box.setStandardButtons(QMessageBox.Ok) box.setDefaultButton(QMessageBox.Ok) box.setWindowModality(Qt.ApplicationModal) @@ -499,8 +494,53 @@ def update_footpath_value(self, footpath_value): self.footpath_value = footpath_value self.typical_section_tab.update_footpath_value(footpath_value) + def set_member_properties_editable(self, editable: bool) -> None: + self._member_properties_editable = bool(editable) + if hasattr(self, "section_properties_tab") and self.section_properties_tab is not None: + try: + self.section_properties_tab.set_editable_mode(self._member_properties_editable) + except Exception: + pass + def _show_placeholder_message(self, action_name): - QMessageBox.information(self, "Coming soon", f"{action_name} action not implemented yet.") + box = QMessageBox(self) + box.setIcon(QMessageBox.Information) + box.setWindowTitle("Coming soon") + box.setText(f"{action_name} action not implemented yet.") + box.setStandardButtons(QMessageBox.Ok) + box.exec() + + def _on_top_tab_changed(self, index: int) -> None: + if index < 0: + return + + previous = getattr(self, "_last_top_tab_index", 0) + if previous == index: + return + + leaving_member_properties = ( + previous == self.tabs.indexOf(getattr(self, "section_properties_tab", None)) + ) + if leaving_member_properties: + try: + if hasattr(self, "section_properties_tab") and hasattr(self.section_properties_tab, "has_unsaved_changes"): + if self.section_properties_tab.has_unsaved_changes(): + box = QMessageBox(self) + box.setIcon(QMessageBox.Warning) + box.setWindowTitle("Unsaved Inputs") + box.setText("Please save Member Properties before switching tabs.") + box.setStandardButtons(QMessageBox.Ok) + box.setDefaultButton(QMessageBox.Ok) + box.setWindowModality(Qt.ApplicationModal) + box.exec() + prev = self.tabs.blockSignals(True) + self.tabs.setCurrentIndex(previous) + self.tabs.blockSignals(prev) + return + except Exception: + pass + + self._last_top_tab_index = index def get_saved_data(self) -> dict: """Get the last saved properties data. diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/section_properties_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/section_properties_tab.py index 8eecfd420..896eee012 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/section_properties_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/section_properties_tab.py @@ -6,10 +6,10 @@ QComboBox, QGroupBox, QFormLayout, QPushButton, QScrollArea, QCheckBox, QMessageBox, QSizePolicy, QSpacerItem, QStackedWidget, QFrame, QGridLayout, QTableWidget, QTableWidgetItem, QHeaderView, - QTextEdit, QDialog, QSizePolicy, QSizeGrip + QTextEdit, QDialog, QSizePolicy, QSizeGrip, QGraphicsDropShadowEffect ) from PySide6.QtCore import Qt, Signal, QSize -from PySide6.QtGui import QDoubleValidator, QIntValidator +from PySide6.QtGui import QDoubleValidator, QIntValidator, QColor from osdagbridge.core.utils.common import * from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar @@ -32,6 +32,12 @@ def init_ui(self): main_layout.setContentsMargins(0, 0, 0, 0) main_layout.setSpacing(0) + self._content_frame = QFrame() + self._content_frame.setFrameShape(QFrame.NoFrame) + content_layout = QVBoxLayout(self._content_frame) + content_layout.setContentsMargins(0, 0, 0, 0) + content_layout.setSpacing(0) + self.section_tabs = QTabWidget() self.section_tabs.setDocumentMode(True) self.section_tabs.setStyleSheet( @@ -52,8 +58,10 @@ def init_ui(self): self.section_tabs.addTab(self.stiffener_details_tab, "Stiffener Details") self.section_tabs.addTab(self.cross_bracing_tab, "Cross-Bracing Details") self.section_tabs.addTab(self.end_diaphragm_tab, "End Diaphragm Details") + self._last_section_tab_index = self.section_tabs.currentIndex() - main_layout.addWidget(self.section_tabs) + content_layout.addWidget(self.section_tabs) + main_layout.addWidget(self._content_frame) # Bind stiffener tab to the girder tab for member list + optimized state. try: @@ -77,11 +85,61 @@ def init_ui(self): except Exception: pass + def resizeEvent(self, event): + super().resizeEvent(event) + self._update_lock_overlay_geometry() + + def _update_lock_overlay_geometry(self): + return + + def set_editable_mode(self, editable: bool) -> None: + pass + + def set_design_mode(self, mode_str: str) -> None: + if hasattr(self, "girder_details_tab") and hasattr(self.girder_details_tab, "set_design_mode"): + self.girder_details_tab.set_design_mode(mode_str) + if hasattr(self, "cross_bracing_tab") and hasattr(self.cross_bracing_tab, "set_design_mode"): + self.cross_bracing_tab.set_design_mode(mode_str) + if hasattr(self, "end_diaphragm_tab") and hasattr(self.end_diaphragm_tab, "set_design_mode"): + self.end_diaphragm_tab.set_design_mode(mode_str) + + def has_unsaved_changes(self) -> bool: + try: + if hasattr(self, "girder_details_tab") and hasattr(self.girder_details_tab, "has_unsaved_changes"): + return bool(self.girder_details_tab.has_unsaved_changes()) + except Exception: + pass + return False + def _on_section_tab_changed(self, index: int) -> None: + previous = getattr(self, "_last_section_tab_index", 0) + if previous != index: + try: + leaving_girder_tab = previous == self.section_tabs.indexOf(getattr(self, "girder_details_tab", None)) + if leaving_girder_tab and hasattr(self, "girder_details_tab") and hasattr(self.girder_details_tab, "has_unsaved_changes"): + if self.girder_details_tab.has_unsaved_changes(): + box = QMessageBox(self) + box.setIcon(QMessageBox.Warning) + box.setWindowTitle("Unsaved Inputs") + box.setText("Please save Member Properties before switching tabs.") + box.setStandardButtons(QMessageBox.Ok) + box.setDefaultButton(QMessageBox.Ok) + box.setWindowModality(Qt.ApplicationModal) + box.exec() + prev = self.section_tabs.blockSignals(True) + self.section_tabs.setCurrentIndex(previous) + self.section_tabs.blockSignals(prev) + return + except Exception: + pass + try: widget = self.section_tabs.widget(index) except Exception: return + + self._last_section_tab_index = index + if widget is getattr(self, "stiffener_details_tab", None): try: self.stiffener_details_tab.refresh_girder_members() diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/cross_bracing_details_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/cross_bracing_details_tab.py index ad90649a0..ce59b45a5 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/cross_bracing_details_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/cross_bracing_details_tab.py @@ -24,6 +24,7 @@ def __init__(self, parent=None): super().__init__(parent) self.catalog = SectionCatalog() self._girder_details_tab = None + self._global_design_mode = "Optimized" # Keep all combo boxes strictly uniform in width. self._combo_width = 190 @@ -136,7 +137,8 @@ def init_ui(self): self.design_combo.setCurrentIndex(1) # Default to Optimized self._configure_combo_box(self.design_combo) apply_field_style(self.design_combo) - row = self._add_grid_row(inputs_grid, 0, "Design:", self.design_combo) + self.design_combo.setVisible(False) + row = 0 self.bracing_type_combo = QComboBox() self.bracing_type_combo.addItems(["K-Bracing", "X-Bracing"]) @@ -243,7 +245,7 @@ def init_ui(self): self.design_combo.currentTextChanged.connect(self._on_design_changed) self.spacing_input.textChanged.connect(self._on_span_or_spacing_changed) self._populate_designations() - self._on_design_changed(self.design_combo.currentText()) + self._on_design_changed(self._global_design_mode) # Seed selection drop-downs with a safe default until Girder Details is bound. self.refresh_girder_options() @@ -417,7 +419,7 @@ def _refresh_member_id_display(self) -> None: def _default_member_state(self) -> dict: # Use the tab defaults (Optimized + first options) for new members. return { - "design": "Optimized", + "design": self._global_design_mode, "bracing_type": "K-Bracing", "bracing_section_type": "Angle", "bracing_section_data": None, @@ -433,7 +435,7 @@ def _default_member_state(self) -> dict: def _snapshot_current_state(self) -> dict: return { - "design": self.design_combo.currentText(), + "design": self._global_design_mode, "bracing_type": self.bracing_type_combo.currentText(), "bracing_section_type": self.bracing_section_type_combo.currentText(), "bracing_section_data": self.bracing_section_combo.currentData(), @@ -470,7 +472,7 @@ def _set_combo_to_data_or_text(self, combo: QComboBox, desired_data, desired_tex def _apply_state(self, state: dict) -> None: # Apply in a safe order: set section types first (to repopulate size combos), # then set sizes, then design mode. - self.design_combo.setCurrentText(state.get("design") or self.design_combo.currentText()) + self.design_combo.setCurrentText(self._global_design_mode) self.bracing_type_combo.setCurrentText(state.get("bracing_type") or self.bracing_type_combo.currentText()) self.bracing_section_type_combo.setCurrentText(state.get("bracing_section_type") or self.bracing_section_type_combo.currentText()) @@ -500,7 +502,7 @@ def _apply_state(self, state: dict) -> None: self.spacing_input.setText(state.get("spacing") or "") # Ensure enable/disable and previews match the restored design state. - self._on_design_changed(self.design_combo.currentText()) + self._on_design_changed(self._global_design_mode) def _load_state_for_current_member(self) -> None: key = self._current_member_key() @@ -625,9 +627,7 @@ def _create_heading_label(self, text): def _create_label(self, text): label = QLabel(text) - # Keep default label styling, but emphasize the bracing type selector. - weight = "700" if (text or "").strip() == "Type of Bracing:" else "400" - label.setStyleSheet(f"font-size: 11px; font-weight: {weight}; color: #4b4b4b; border: none;") + label.setStyleSheet("font-size: 11px; font-weight: 400; color: #4b4b4b; border: none;") return label def _add_grid_row(self, layout, row, text, widget): @@ -711,6 +711,17 @@ def _on_design_changed(self, label: str): self._apply_custom_mode(is_custom) self._update_previews() + def set_design_mode(self, mode_str: str) -> None: + mode = "Customized" if str(mode_str or "").strip().lower() == "customized" else "Optimized" + self._global_design_mode = mode + if hasattr(self, "design_combo") and self.design_combo is not None: + prev = self.design_combo.blockSignals(True) + try: + self.design_combo.setCurrentText(mode) + finally: + self.design_combo.blockSignals(prev) + self._on_design_changed(mode) + # ---- Helpers for section labels ------------------------------------- def _display_name_for(self, designation: str, section_type: str) -> str: name = (designation or "").strip() @@ -831,7 +842,7 @@ def collect_data(self): return { "select_girders": current_pair, "member_id": current_member, - "design": self.design_combo.currentText(), + "design": self._global_design_mode, "bracing_type": self.bracing_type_combo.currentText(), "bracing_section_type": self.bracing_section_type_combo.currentText(), "bracing_section": self.bracing_section_combo.currentText(), diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/end_diaphragm_details_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/end_diaphragm_details_tab.py index d56ee5530..65a0e9189 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/end_diaphragm_details_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/end_diaphragm_details_tab.py @@ -27,7 +27,9 @@ # Reuse the same rolled section catalog that backs the Girder tab. from osdagbridge.desktop.ui.dialogs.tabs.sub_tabs.section_properties.girder_details_tab import ( # noqa: E501 + _BoundsDialog, girder_properties, + SAIL_APPROVED_THICKNESS_VALUES, ) class EndDiaphragmDetailsTab(QWidget): @@ -36,6 +38,12 @@ class EndDiaphragmDetailsTab(QWidget): def __init__(self, parent=None): super().__init__(parent) self._girder_details_tab = None + self._global_design_mode = "Optimized" + self._dimension_bounds = { + "total_depth": {"lower": 200.0, "upper": 2000.0, "increment": 25.0}, + "top_width": {"lower": 100.0, "upper": 1000.0, "increment": 10.0}, + "bottom_width": {"lower": 100.0, "upper": 1000.0, "increment": 10.0}, + } self._select_girders_combos = [] self._member_id_combos = [] # Member ID is software-generated (E{pair}M1 / E{pair}M2). @@ -221,7 +229,7 @@ def _default_state_for_view(self, view_key: str) -> dict: angles = [] first_angle = angles[0] if angles else "" return { - "design": "Optimized", + "design": self._global_design_mode, "bracing_type": "K-Bracing", "bracing_section_type": "Angle", "bracing_section_data": first_angle, @@ -238,15 +246,18 @@ def _default_state_for_view(self, view_key: str) -> dict: if self.rolled_is_section_combo is not None and self.rolled_is_section_combo.count() > 0: first = self.rolled_is_section_combo.itemText(0) return { - "design": "Optimized", + "design": self._global_design_mode, "is_section": first, } if key == "Welded Beam": return { - "design": "Optimized", + "design": self._global_design_mode, "welded_values": ["" for _ in (self._welded_inputs or [])], + "total_depth_bounds": dict(self._dimension_bounds.get("total_depth") or {}), + "top_width_bounds": dict(self._dimension_bounds.get("top_width") or {}), + "bottom_width_bounds": dict(self._dimension_bounds.get("bottom_width") or {}), } - return {"design": "Optimized"} + return {"design": self._global_design_mode} def _snapshot_view_state(self, view_key: str) -> dict: key = (view_key or "").strip() @@ -281,6 +292,9 @@ def _snapshot_view_state(self, view_key: str) -> dict: return { "design": self.welded_design_combo.currentText() if self.welded_design_combo is not None else "", "welded_values": values, + "total_depth_bounds": dict(self._dimension_bounds.get("total_depth") or {}), + "top_width_bounds": dict(self._dimension_bounds.get("top_width") or {}), + "bottom_width_bounds": dict(self._dimension_bounds.get("bottom_width") or {}), } return {"design": ""} @@ -301,7 +315,7 @@ def _apply_view_state(self, view_key: str, state: dict) -> None: key = (view_key or "").strip() if key == "Cross Bracing": if self.cross_design_combo is not None: - self.cross_design_combo.setCurrentText(state.get("design") or self.cross_design_combo.currentText()) + self.cross_design_combo.setCurrentText(self._global_design_mode) if self.cross_bracing_type_combo is not None: desired = (state.get("bracing_type") or "").strip() # Backward compatibility: older UI exposed Diagonal/Horizontal. @@ -340,26 +354,52 @@ def _apply_view_state(self, view_key: str, state: dict) -> None: state.get("bottom_bracket_text") or "", ) - self._on_cross_design_changed(self.cross_design_combo.currentText() if self.cross_design_combo is not None else "") + self._on_cross_design_changed(self._global_design_mode) self._update_cross_previews() return if key == "Rolled Beam": if self.rolled_design_combo is not None: - self.rolled_design_combo.setCurrentText(state.get("design") or self.rolled_design_combo.currentText()) + self.rolled_design_combo.setCurrentText(self._global_design_mode) if self.rolled_is_section_combo is not None: desired = state.get("is_section") or "" if desired: self.rolled_is_section_combo.setCurrentText(desired) elif self.rolled_is_section_combo.count() > 0: self.rolled_is_section_combo.setCurrentIndex(0) - self._on_rolled_design_changed(self.rolled_design_combo.currentText() if self.rolled_design_combo is not None else "") + self._on_rolled_design_changed(self._global_design_mode) self._update_rolled_preview_and_props() return if key == "Welded Beam": if self.welded_design_combo is not None: - self.welded_design_combo.setCurrentText(state.get("design") or self.welded_design_combo.currentText()) + self.welded_design_combo.setCurrentText(self._global_design_mode) + + total_depth_bounds = state.get("total_depth_bounds") + if isinstance(total_depth_bounds, dict): + self._dimension_bounds["total_depth"] = { + "lower": float(total_depth_bounds.get("lower", 200.0)), + "upper": float(total_depth_bounds.get("upper", 2000.0)), + "increment": float(total_depth_bounds.get("increment", 25.0)), + } + + top_width_bounds = state.get("top_width_bounds") + if isinstance(top_width_bounds, dict): + self._dimension_bounds["top_width"] = { + "lower": float(top_width_bounds.get("lower", 100.0)), + "upper": float(top_width_bounds.get("upper", 1000.0)), + "increment": float(top_width_bounds.get("increment", 10.0)), + } + + bottom_width_bounds = state.get("bottom_width_bounds") + if isinstance(bottom_width_bounds, dict): + self._dimension_bounds["bottom_width"] = { + "lower": float(bottom_width_bounds.get("lower", 100.0)), + "upper": float(bottom_width_bounds.get("upper", 1000.0)), + "increment": float(bottom_width_bounds.get("increment", 10.0)), + } + + self._refresh_bounds_tooltips() values = list(state.get("welded_values") or []) for i, widget in enumerate(self._welded_inputs or []): val = values[i] if i < len(values) else "" @@ -370,10 +410,28 @@ def _apply_view_state(self, view_key: str, state: dict) -> None: widget.setCurrentIndex(0) elif isinstance(widget, QLineEdit): widget.setText(val or "") - self._on_welded_design_changed(self.welded_design_combo.currentText() if self.welded_design_combo is not None else "") + self._on_welded_design_changed(self._global_design_mode) self._update_welded_preview_and_props() return + def set_design_mode(self, mode_str: str) -> None: + mode = "Customized" if str(mode_str or "").strip().lower() == "customized" else "Optimized" + self._global_design_mode = mode + + for combo in (self.cross_design_combo, self.rolled_design_combo, self.welded_design_combo): + if combo is None: + continue + prev = combo.blockSignals(True) + try: + combo.setCurrentText(mode) + finally: + combo.blockSignals(prev) + + self._on_cross_design_changed(mode) + self._on_rolled_design_changed(mode) + self._on_welded_design_changed(mode) + self._restore_all_views_for_current_selection() + def _store_view_state(self, view_key: str) -> None: selection_key = self._selection_key(view_key) if not selection_key: @@ -470,6 +528,7 @@ def _apply_welded_custom_mode(self, is_custom: bool) -> None: def _on_welded_design_changed(self, label: str) -> None: is_custom = (label or "").strip() == "Customized" self._apply_welded_custom_mode(is_custom) + self._update_welded_dimension_field_mode() def init_ui(self): main_layout = QVBoxLayout(self) @@ -548,9 +607,7 @@ def _create_heading_label(self, text): def _create_label(self, text): label = QLabel(text) - # Keep default label styling, but emphasize the bracing type selector. - weight = "700" if (text or "").strip() == "Type of Bracing:" else "400" - label.setStyleSheet(f"font-size: 11px; font-weight: {weight}; color: #4b4b4b; border: none;") + label.setStyleSheet("font-size: 11px; font-weight: 400; color: #4b4b4b; border: none;") return label def _add_grid_row(self, layout, row, text, widget): @@ -608,6 +665,149 @@ def _create_mode_value_widget(self, mode_combo: QComboBox, value_input: QLineEdi layout.addWidget(value_input) return widget + def _create_dimension_input_widget(self, field_key: str): + widget = QWidget() + widget.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + try: + widget.setFixedWidth(int(getattr(self, "_combo_width", 190))) + except Exception: + pass + + layout = QHBoxLayout(widget) + layout.setContentsMargins(0, 0, 0, 0) + layout.setSpacing(0) + + value_input = self._create_line_edit() + value_input.setValidator(QDoubleValidator(0.0, 1e12, 3, value_input)) + + bounds_button = QPushButton("Set Bounds") + bounds_button.setCursor(Qt.PointingHandCursor) + bounds_button.setMinimumHeight(28) + bounds_button.setStyleSheet( + "QPushButton {" + " border: 1px solid #2f2f2f; border-radius: 8px;" + " background: #ffffff; color: #111111; font-size: 12px; font-weight: 700;" + " padding: 4px 10px;" + "}" + "QPushButton:hover { background: #f2f2f2; }" + "QPushButton:pressed { background: #e9e9e9; }" + ) + bounds_button.clicked.connect(lambda _checked=False, key=field_key: self._open_bounds_dialog(key)) + + layout.addWidget(value_input) + layout.addWidget(bounds_button) + return widget, value_input, bounds_button + + def _default_dimension_bounds(self, field_key: str) -> dict: + defaults = { + "total_depth": {"lower": 200.0, "upper": 2000.0, "increment": 25.0}, + "top_width": {"lower": 100.0, "upper": 1000.0, "increment": 10.0}, + "bottom_width": {"lower": 100.0, "upper": 1000.0, "increment": 10.0}, + } + return dict(defaults.get(field_key, {"lower": 0.0, "upper": 0.0, "increment": 0.0})) + + def _normalized_dimension_bounds(self, field_key: str) -> dict: + defaults = self._default_dimension_bounds(field_key) + current = self._dimension_bounds.get(field_key) or {} + out = {} + for key in ("lower", "upper", "increment"): + try: + out[key] = float(current.get(key, defaults[key])) + except Exception: + out[key] = float(defaults[key]) + return out + + def _format_bounds_tooltip(self, field_key: str) -> str: + bounds = self._normalized_dimension_bounds(field_key) + try: + lower = float(bounds.get("lower", 0.0)) + upper = float(bounds.get("upper", 0.0)) + increment = float(bounds.get("increment", 0.0)) + except Exception: + lower, upper, increment = 0.0, 0.0, 0.0 + return ( + f"Lower Bound: {lower:.2f}\n" + f"Upper Bound: {upper:.2f}\n" + f"Increment: {increment:.2f}" + ) + + def _refresh_bounds_tooltips(self) -> None: + for field_key in ("total_depth", "top_width", "bottom_width"): + bounds_button = getattr(self, f"welded_{field_key}_bounds_button", None) + if bounds_button is not None: + bounds_button.setToolTip(self._format_bounds_tooltip(field_key)) + + def _open_bounds_dialog(self, field_key: str) -> None: + current = self._normalized_dimension_bounds(field_key) + titles = { + "total_depth": "Select Bound: Total Depth", + "top_width": "Select Bound: Topflange Width", + "bottom_width": "Select Bound: Bottomflange Width", + } + dialog = _BoundsDialog(titles.get(field_key, "Select Bound"), current, self) + if dialog.exec() != QDialog.Accepted: + return + + result = dialog.result_bounds() + if not isinstance(result, dict): + return + + self._dimension_bounds[field_key] = { + "lower": float(result.get("lower", 0.0)), + "upper": float(result.get("upper", 0.0)), + "increment": float(result.get("increment", 0.0)), + } + self._refresh_bounds_tooltips() + self._update_welded_preview_and_props() + + def _update_welded_dimension_field_mode(self) -> None: + is_custom_design = (self.welded_design_combo.currentText() or "").strip().lower() == "customized" if self.welded_design_combo else False + + for field_key in ("total_depth", "top_width", "bottom_width"): + value_input = getattr(self, f"welded_{field_key}", None) + bounds_button = getattr(self, f"welded_{field_key}_bounds_button", None) + if value_input is None or bounds_button is None: + continue + + show_line_edit = bool(is_custom_design) + value_input.setVisible(show_line_edit) + value_input.setEnabled(show_line_edit) + bounds_button.setVisible(not show_line_edit) + bounds_button.setEnabled(not show_line_edit) + + def _attach_thickness_value_dropdown(self, wrapper: QWidget, value_input: QLineEdit) -> QComboBox: + combo = QComboBox() + combo.addItems(SAIL_APPROVED_THICKNESS_VALUES) + apply_field_style(combo) + combo.setVisible(False) + self._configure_combo_box(combo) + + combo.currentTextChanged.connect(lambda text, inp=value_input: inp.setText(str(text or ""))) + combo.currentTextChanged.connect(self._update_welded_preview_and_props) + + layout = wrapper.layout() + if layout is not None: + layout.addWidget(combo) + return combo + + def _sync_thickness_value_dropdown(self, mode_combo: QComboBox | None, value_input: QLineEdit | None, value_combo: QComboBox | None) -> None: + if mode_combo is None or value_input is None or value_combo is None: + return + if not self._is_custom_thickness_mode(mode_combo): + return + + current_text = str(value_input.text() or "").strip() + if current_text not in SAIL_APPROVED_THICKNESS_VALUES: + current_text = SAIL_APPROVED_THICKNESS_VALUES[0] + value_input.setText(current_text) + + prev = value_combo.blockSignals(True) + try: + idx = value_combo.findText(current_text, Qt.MatchFixedString) + value_combo.setCurrentIndex(idx if idx >= 0 else 0) + finally: + value_combo.blockSignals(prev) + def _is_custom_thickness_mode(self, combo: QComboBox | None) -> bool: if combo is None: return False @@ -616,27 +816,73 @@ def _is_custom_thickness_mode(self, combo: QComboBox | None) -> bool: def _update_welded_thickness_value_enabled_state(self) -> None: is_custom_design = (self.welded_design_combo.currentText() or "").strip() == "Customized" if self.welded_design_combo else False - for mode_combo, value_input in ( - (getattr(self, "welded_web_thickness_combo", None), getattr(self, "welded_web_thickness_value", None)), - (getattr(self, "welded_top_thickness_combo", None), getattr(self, "welded_top_thickness_value", None)), - (getattr(self, "welded_bottom_thickness_combo", None), getattr(self, "welded_bottom_thickness_value", None)), + for mode_combo, value_input, value_combo, wrapper in ( + ( + getattr(self, "welded_web_thickness_combo", None), + getattr(self, "welded_web_thickness_value", None), + getattr(self, "welded_web_thickness_value_combo", None), + getattr(self, "welded_web_thickness_widget", None), + ), + ( + getattr(self, "welded_top_thickness_combo", None), + getattr(self, "welded_top_thickness_value", None), + getattr(self, "welded_top_thickness_value_combo", None), + getattr(self, "welded_top_thickness_widget", None), + ), + ( + getattr(self, "welded_bottom_thickness_combo", None), + getattr(self, "welded_bottom_thickness_value", None), + getattr(self, "welded_bottom_thickness_value_combo", None), + getattr(self, "welded_bottom_thickness_widget", None), + ), ): if mode_combo is None or value_input is None: continue - show_value = bool(is_custom_design and self._is_custom_thickness_mode(mode_combo)) - value_input.setVisible(show_value) - value_input.setEnabled(show_value) + # Match Girder welded behavior: + # Customized -> force Custom mode and show SAIL-value dropdown only. + if is_custom_design: + if mode_combo.currentText().strip().lower() != "custom": + prev = mode_combo.blockSignals(True) + mode_combo.setCurrentText("Custom") + mode_combo.blockSignals(prev) - try: - total_width = int(getattr(self, "_combo_width", 190)) - if show_value: - mode_combo.setFixedWidth(max(96, total_width - 84)) - value_input.setFixedWidth(78) - else: - mode_combo.setFixedWidth(total_width) - except Exception: - pass + mode_combo.setVisible(False) + mode_combo.setEnabled(False) + + value_input.setVisible(False) + value_input.setEnabled(False) + value_input.setReadOnly(True) + + if value_combo is not None: + value_combo.setVisible(True) + value_combo.setEnabled(True) + self._sync_thickness_value_dropdown(mode_combo, value_input, value_combo) + + if wrapper is not None: + try: + wrapper.setFixedWidth(int(getattr(self, "_combo_width", 190))) + except Exception: + pass + continue + + # Optimized -> show only mode combo; keep value controls hidden. + mode_combo.setVisible(True) + mode_combo.setEnabled(True) + + value_input.setVisible(False) + value_input.setEnabled(False) + value_input.setReadOnly(True) + + if value_combo is not None: + value_combo.setVisible(False) + value_combo.setEnabled(False) + + if wrapper is not None: + try: + wrapper.setFixedWidth(int(getattr(self, "_combo_width", 190))) + except Exception: + pass def _create_selection_box(self, view_key: str): box = self._create_inner_box() @@ -838,26 +1084,27 @@ def _create_section_properties_box(self, title): grid.setColumnStretch(1, 1) properties = [ - "Mass, M (Kg/m)", - "Sectional Area, a (cm2)", - "2nd Moment of Area, Iz (cm4)", - "2nd Moment of Area, Iy (cm4)", - "Radius of Gyration, rz (cm)", - "Radius of Gyration, ry (cm)", - "Elastic Modulus, Zz (cm3)", - "Elastic Modulus, Zy (cm3)", - "Plastic Modulus, Zuz (cm3)", - "Plastic Modulus, Zuy (cm3)" + ("Mass, M (Kg/m)", "Mass, M (Kg/m)"), + ("Sectional Area, a (cm2)", "Sectional Area, a (cm2)"), + ("2nd Moment of Area, Iz (cm4)", "2nd Moment of Area, Iz (cm4)"), + ("2nd Moment of Area, Iy (cm4)", "2nd Moment of Area, Iy (cm4)"), + ("Radius of Gyration, rz (cm)", "Radius of Gyration, rz (cm)"), + ("Radius of Gyration, ry (cm)", "Radius of Gyration, ry (cm)"), + ("Elastic Modulus, Zz (cm3)", "Elastic Modulus, Zz (cm3)"), + ("Elastic Modulus, Zy (cm3)", "Elastic Modulus, Zy (cm3)"), + ("Plastic Modulus, Zuz (cm3)", "Plastic Modulus, Zuz (cm3)"), + ("Plastic Modulus, Zuy (cm3)", "Plastic Modulus, Zuy (cm3)"), ] inputs = {} - for row, name in enumerate(properties): - label = self._create_label(name) + for row, (key, label_text) in enumerate(properties): + label = self._create_label(label_text) + label.setTextFormat(Qt.RichText) field = self._create_line_edit() field.setReadOnly(True) grid.addWidget(label, row, 0) grid.addWidget(field, row, 1) - inputs[name] = field + inputs[key] = field layout.addLayout(grid) return box, inputs @@ -1227,7 +1474,8 @@ def _build_cross_bracing_view(self): design_combo.setCurrentIndex(1) # Default to Optimized self._configure_combo_box(design_combo) apply_field_style(design_combo) - row = self._add_grid_row(grid, 0, "Design:", design_combo) + design_combo.setVisible(False) + row = 0 self.cross_design_combo = design_combo type_selector = QComboBox() @@ -1391,7 +1639,8 @@ def _build_rolled_view(self): self.rolled_design_combo = design_combo self._configure_combo_box(design_combo) apply_field_style(design_combo) - row = self._add_grid_row(grid, 0, "Design:", design_combo) + design_combo.setVisible(False) + row = 0 type_selector = QComboBox() type_selector.addItems(VALUES_END_DIAPHRAGM_TYPE) @@ -1483,7 +1732,8 @@ def _build_welded_view(self): self.welded_design_combo = design_combo self._configure_combo_box(design_combo) apply_field_style(design_combo) - row = self._add_grid_row(grid, 0, "Design:", design_combo) + design_combo.setVisible(False) + row = 0 type_selector = QComboBox() type_selector.addItems(VALUES_END_DIAPHRAGM_TYPE) @@ -1498,15 +1748,11 @@ def _build_welded_view(self): apply_field_style(symmetry_combo) row = self._add_grid_row(grid, row, "Symmetry:", symmetry_combo) - total_depth = self._create_line_edit() - total_depth.setValidator(QDoubleValidator(0, 1_000_000, 3)) - try: - total_depth.setFixedWidth(int(getattr(self, "_combo_width", 190))) - total_depth.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) - except Exception: - pass - row = self._add_grid_row(grid, row, "Total Depth (mm):", total_depth) + total_depth_widget, total_depth, total_depth_bounds_button = self._create_dimension_input_widget("total_depth") + row = self._add_grid_row(grid, row, "Total Depth (mm):", total_depth_widget) self.welded_total_depth = total_depth + self.welded_total_depth_widget = total_depth_widget + self.welded_total_depth_bounds_button = total_depth_bounds_button web_thick_combo = QComboBox() web_thick_combo.addItems(VALUES_PROFILE_SCOPE if "VALUES_PROFILE_SCOPE" in globals() else ["All", "Custom"]) @@ -1525,16 +1771,14 @@ def _build_welded_view(self): row = self._add_grid_row(grid, row, "Web Thickness (mm):", web_thick_widget) self.welded_web_thickness_combo = web_thick_combo self.welded_web_thickness_value = web_thick_value + self.welded_web_thickness_widget = web_thick_widget + self.welded_web_thickness_value_combo = self._attach_thickness_value_dropdown(web_thick_widget, web_thick_value) - top_width = self._create_line_edit() - top_width.setValidator(QDoubleValidator(0, 1_000_000, 3)) - try: - top_width.setFixedWidth(int(getattr(self, "_combo_width", 190))) - top_width.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) - except Exception: - pass - row = self._add_grid_row(grid, row, "Width of Top Flange (mm):", top_width) + top_width_widget, top_width, top_width_bounds_button = self._create_dimension_input_widget("top_width") + row = self._add_grid_row(grid, row, "Width of Top Flange (mm):", top_width_widget) self.welded_top_width = top_width + self.welded_top_width_widget = top_width_widget + self.welded_top_width_bounds_button = top_width_bounds_button top_thickness_combo = QComboBox() top_thickness_combo.addItems(VALUES_PROFILE_SCOPE if "VALUES_PROFILE_SCOPE" in globals() else ["All", "Custom"]) @@ -1553,16 +1797,14 @@ def _build_welded_view(self): row = self._add_grid_row(grid, row, "Top Flange Thickness (mm):", top_thickness_widget) self.welded_top_thickness_combo = top_thickness_combo self.welded_top_thickness_value = top_thickness_value + self.welded_top_thickness_widget = top_thickness_widget + self.welded_top_thickness_value_combo = self._attach_thickness_value_dropdown(top_thickness_widget, top_thickness_value) - bottom_width = self._create_line_edit() - bottom_width.setValidator(QDoubleValidator(0, 1_000_000, 3)) - try: - bottom_width.setFixedWidth(int(getattr(self, "_combo_width", 190))) - bottom_width.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) - except Exception: - pass - row = self._add_grid_row(grid, row, "Width of Bottom Flange (mm):", bottom_width) + bottom_width_widget, bottom_width, bottom_width_bounds_button = self._create_dimension_input_widget("bottom_width") + row = self._add_grid_row(grid, row, "Width of Bottom Flange (mm):", bottom_width_widget) self.welded_bottom_width = bottom_width + self.welded_bottom_width_widget = bottom_width_widget + self.welded_bottom_width_bounds_button = bottom_width_bounds_button bottom_thickness_combo = QComboBox() bottom_thickness_combo.addItems(VALUES_PROFILE_SCOPE if "VALUES_PROFILE_SCOPE" in globals() else ["All", "Custom"]) @@ -1581,6 +1823,8 @@ def _build_welded_view(self): row = self._add_grid_row(grid, row, "Bottom Flange Thickness (mm):", bottom_thickness_widget) self.welded_bottom_thickness_combo = bottom_thickness_combo self.welded_bottom_thickness_value = bottom_thickness_value + self.welded_bottom_thickness_widget = bottom_thickness_widget + self.welded_bottom_thickness_value_combo = self._attach_thickness_value_dropdown(bottom_thickness_widget, bottom_thickness_value) self._welded_inputs = [ symmetry_combo, @@ -1642,6 +1886,8 @@ def _build_welded_view(self): self._update_welded_preview_and_props() self._on_welded_design_changed(design_combo.currentText()) self._update_welded_thickness_value_enabled_state() + self._update_welded_dimension_field_mode() + self._refresh_bounds_tooltips() return view, type_selector def _handle_type_selection(self, value): diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/girder_details_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/girder_details_tab.py index 8185ab623..764e91852 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/girder_details_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/girder_details_tab.py @@ -10,7 +10,9 @@ from PySide6.QtCore import Qt from PySide6.QtGui import QDoubleValidator, QColor, QPalette, QPen from PySide6.QtWidgets import ( + QAbstractItemView, QComboBox, + QDialog, QFrame, QGridLayout, QHBoxLayout, @@ -19,6 +21,7 @@ QLineEdit, QMessageBox, QPushButton, + QListWidget, QScrollArea, QSizePolicy, QStyledItemDelegate, @@ -34,6 +37,7 @@ VALUES_GIRDER_DESIGN_MODE, VALUES_GIRDER_SPAN_MODE, VALUES_GIRDER_SYMMETRY, + VALUES_GIRDER_SUPPORT_TYPE, VALUES_GIRDER_TYPE, VALUES_PROFILE_SCOPE, VALUES_TORSIONAL_RESTRAINT, @@ -41,6 +45,7 @@ VALUES_WEB_TYPE, ) from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style +from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar from osdagbridge.desktop.ui.utils.rolled_section_preview import RolledSectionPreview @@ -50,7 +55,10 @@ # This is a UI safety cap; actual girder count is driven by the "No. of Girders" input. MAX_GIRDER_COUNT = 20 - +SAIL_APPROVED_THICKNESS_VALUES = [ + "8", "10", "12", "14", "16", "18", "20", "22", "25", "28", "32", "36", + "40", "45", "50", "56", "63", "75", "80", "90", "100", "110", "120", +] def _locate_database() -> Path: current = Path(__file__).resolve() for parent in current.parents: @@ -249,6 +257,320 @@ def setModelData(self, editor, model, index): # noqa: N802 (Qt naming) model.setData(index, editor.text()) +class _BoundsDialog(QDialog): + def __init__(self, title: str, bounds: dict, parent=None): + super().__init__(parent) + self.setWindowTitle(title) + self.setWindowFlags(Qt.Dialog | Qt.FramelessWindowHint | Qt.WindowSystemMenuHint) + self.setWindowModality(Qt.ApplicationModal) + self.setModal(True) + self.setMinimumWidth(560) + self.setStyleSheet("QDialog { background: #ffffff; border: 1px solid #90AF13; }") + + root_layout = QVBoxLayout(self) + root_layout.setContentsMargins(1, 1, 1, 1) + root_layout.setSpacing(0) + + self.title_bar = CustomTitleBar(parent=self) + self.title_bar.setTitle(title) + root_layout.addWidget(self.title_bar) + + content = QWidget(self) + content.setStyleSheet("background: #f3f3f3;") + root_layout.addWidget(content) + + layout = QVBoxLayout(content) + layout.setContentsMargins(22, 16, 22, 16) + layout.setSpacing(12) + + form_grid = QGridLayout() + form_grid.setHorizontalSpacing(14) + form_grid.setVerticalSpacing(10) + + lower = float(bounds.get("lower", 0.0)) + upper = float(bounds.get("upper", 0.0)) + increment = float(bounds.get("increment", 0.0)) + + self.lower_input = QLineEdit(f"{lower:.2f}") + self.upper_input = QLineEdit(f"{upper:.2f}") + self.increment_input = QLineEdit(f"{increment:.2f}") + + for line_edit in (self.lower_input, self.upper_input, self.increment_input): + line_edit.setValidator(QDoubleValidator(0.0, 1e12, 3, line_edit)) + line_edit.setMinimumHeight(34) + line_edit.setStyleSheet( + "QLineEdit {" + " border: 1px solid #c8c8c8; border-radius: 8px;" + " background: #ffffff; color: #111111; padding: 6px 10px; font-size: 13px;" + "}" + ) + + labels = ( + ("Lower Bound:", self.lower_input), + ("Upper Bound:", self.upper_input), + ("Increment:", self.increment_input), + ) + for row, (text, widget) in enumerate(labels): + lbl = QLabel(text) + lbl.setStyleSheet("font-size: 12px; color: #202020; background: transparent;") + form_grid.addWidget(lbl, row, 0, Qt.AlignLeft | Qt.AlignVCenter) + form_grid.addWidget(widget, row, 1) + + layout.addLayout(form_grid) + + button_row = QHBoxLayout() + button_row.setContentsMargins(0, 4, 0, 0) + button_row.setSpacing(10) + button_row.addStretch(1) + + cancel_btn = QPushButton("Cancel") + ok_btn = QPushButton("OK") + for button in (cancel_btn, ok_btn): + button.setMinimumHeight(34) + button.setStyleSheet( + "QPushButton {" + " background: #ffffff; color: #111111;" + " border: 1px solid #1f1f1f; border-radius: 10px;" + " min-width: 86px;" + " font-size: 12px; font-weight: 700;" + "}" + "QPushButton:hover { background: #f3f3f3; }" + "QPushButton:pressed { background: #e9e9e9; }" + ) + + cancel_btn.clicked.connect(self.reject) + ok_btn.clicked.connect(self._on_accept) + button_row.addWidget(cancel_btn) + button_row.addWidget(ok_btn) + layout.addLayout(button_row) + + self._result = None + + def _on_accept(self) -> None: + lower = self._parse_positive(self.lower_input.text()) + upper = self._parse_positive(self.upper_input.text()) + increment = self._parse_positive(self.increment_input.text()) + + if lower is None or upper is None or increment is None: + box = QMessageBox(self) + box.setIcon(QMessageBox.Warning) + box.setWindowTitle("Invalid Bounds") + box.setText("Please enter valid positive numeric values.") + box.setStandardButtons(QMessageBox.Ok) + box.exec() + return + if upper <= lower: + box = QMessageBox(self) + box.setIcon(QMessageBox.Warning) + box.setWindowTitle("Invalid Bounds") + box.setText("Upper bound must be greater than lower bound.") + box.setStandardButtons(QMessageBox.Ok) + box.exec() + return + if increment <= 0.0: + box = QMessageBox(self) + box.setIcon(QMessageBox.Warning) + box.setWindowTitle("Invalid Bounds") + box.setText("Increment must be greater than zero.") + box.setStandardButtons(QMessageBox.Ok) + box.exec() + return + + self._result = { + "lower": float(lower), + "upper": float(upper), + "increment": float(increment), + } + self.accept() + + @staticmethod + def _parse_positive(text: str) -> Optional[float]: + try: + return float(str(text).strip()) + except Exception: + return None + + def result_bounds(self) -> Optional[dict]: + return self._result + + +class _ThicknessSelectionDialog(QDialog): + def __init__(self, title: str, selected_values: List[str], parent=None): + super().__init__(parent) + self.setWindowTitle(title) + self.setWindowFlags(Qt.Dialog | Qt.FramelessWindowHint | Qt.WindowSystemMenuHint) + self.setWindowModality(Qt.ApplicationModal) + self.setModal(True) + self.setMinimumSize(620, 520) + self.setStyleSheet("QDialog { background: #ffffff; border: 1px solid #90AF13; }") + + root_layout = QVBoxLayout(self) + root_layout.setContentsMargins(1, 1, 1, 1) + root_layout.setSpacing(0) + + self.title_bar = CustomTitleBar(parent=self) + self.title_bar.setTitle(title) + root_layout.addWidget(self.title_bar) + + content = QWidget(self) + content.setStyleSheet("background: #f3f3f3;") + root_layout.addWidget(content) + + layout = QVBoxLayout(content) + layout.setContentsMargins(24, 18, 24, 18) + layout.setSpacing(14) + + top_row = QHBoxLayout() + top_row.setSpacing(18) + + left_col = QVBoxLayout() + left_col.setSpacing(8) + left_lbl = QLabel("Available:") + left_lbl.setStyleSheet("font-size: 12px; font-weight: 600; color: #1f1f1f;") + self.available_list = QListWidget() + self.available_list.setSelectionMode(QAbstractItemView.ExtendedSelection) + self.available_list.setStyleSheet( + "QListWidget { background: #ffffff; border: 1px solid #c8c8c8; border-radius: 10px;" + " font-size: 14px; color: #1f1f1f; padding: 4px; }" + ) + left_col.addWidget(left_lbl) + left_col.addWidget(self.available_list, 1) + + buttons_col = QVBoxLayout() + buttons_col.setSpacing(10) + buttons_col.addStretch(1) + self.move_all_right_btn = self._move_btn(">>", True) + self.move_right_btn = self._move_btn(">", False) + self.move_left_btn = self._move_btn("<", False) + self.move_all_left_btn = self._move_btn("<<", True) + buttons_col.addWidget(self.move_all_right_btn) + buttons_col.addWidget(self.move_right_btn) + buttons_col.addWidget(self.move_left_btn) + buttons_col.addWidget(self.move_all_left_btn) + buttons_col.addStretch(1) + + right_col = QVBoxLayout() + right_col.setSpacing(8) + right_lbl = QLabel("Selected:") + right_lbl.setStyleSheet("font-size: 12px; font-weight: 600; color: #1f1f1f;") + self.selected_list = QListWidget() + self.selected_list.setSelectionMode(QAbstractItemView.ExtendedSelection) + self.selected_list.setStyleSheet( + "QListWidget { background: #ffffff; border: 1px solid #c8c8c8; border-radius: 10px;" + " font-size: 14px; color: #1f1f1f; padding: 4px; }" + ) + right_col.addWidget(right_lbl) + right_col.addWidget(self.selected_list, 1) + + top_row.addLayout(left_col, 1) + top_row.addLayout(buttons_col) + top_row.addLayout(right_col, 1) + layout.addLayout(top_row, 1) + + submit_row = QHBoxLayout() + submit_row.addStretch(1) + submit_btn = QPushButton("Submit") + submit_btn.setMinimumHeight(40) + submit_btn.setMinimumWidth(220) + submit_btn.setStyleSheet( + "QPushButton {" + " background: #90AF13; color: #ffffff;" + " border: 1px solid #90AF13; border-radius: 10px;" + " font-size: 14px; font-weight: 700;" + "}" + "QPushButton:hover { background: #7f9d11; }" + "QPushButton:pressed { background: #6f8b0f; }" + ) + submit_btn.clicked.connect(self.accept) + submit_row.addWidget(submit_btn) + submit_row.addStretch(1) + layout.addLayout(submit_row) + + selected = [v for v in selected_values if v in SAIL_APPROVED_THICKNESS_VALUES] + if not selected: + selected = list(SAIL_APPROVED_THICKNESS_VALUES) + available = [v for v in SAIL_APPROVED_THICKNESS_VALUES if v not in selected] + + self.available_list.addItems(available) + self.selected_list.addItems(selected) + + self.move_all_right_btn.clicked.connect(self._move_all_right) + self.move_right_btn.clicked.connect(self._move_selected_right) + self.move_left_btn.clicked.connect(self._move_selected_left) + self.move_all_left_btn.clicked.connect(self._move_all_left) + + self._refresh_button_states() + self.available_list.itemSelectionChanged.connect(self._refresh_button_states) + self.selected_list.itemSelectionChanged.connect(self._refresh_button_states) + + def _move_btn(self, text: str, primary: bool) -> QPushButton: + button = QPushButton(text) + button.setMinimumSize(84, 48) + if primary: + button.setStyleSheet( + "QPushButton { background: #90AF13; color: #ffffff; border: 1px solid #90AF13;" + " border-radius: 10px; font-size: 18px; font-weight: 800; }" + "QPushButton:hover { background: #7f9d11; }" + "QPushButton:pressed { background: #6f8b0f; }" + "QPushButton:disabled { background: #d2d2d2; color: #8a8a8a; border-color: #d2d2d2; }" + ) + else: + button.setStyleSheet( + "QPushButton { background: #cfcfcf; color: #6b6b6b; border: 1px solid #cfcfcf;" + " border-radius: 10px; font-size: 18px; font-weight: 800; }" + "QPushButton:disabled { background: #dcdcdc; color: #9a9a9a; border-color: #dcdcdc; }" + ) + return button + + def _move_selected_right(self) -> None: + self._move_items(self.available_list, self.selected_list, selected_only=True) + + def _move_selected_left(self) -> None: + self._move_items(self.selected_list, self.available_list, selected_only=True) + + def _move_all_right(self) -> None: + self._move_items(self.available_list, self.selected_list, selected_only=False) + + def _move_all_left(self) -> None: + self._move_items(self.selected_list, self.available_list, selected_only=False) + + def _move_items(self, source: QListWidget, target: QListWidget, selected_only: bool) -> None: + rows = [] + if selected_only: + rows = sorted([source.row(item) for item in source.selectedItems()], reverse=True) + else: + rows = list(range(source.count() - 1, -1, -1)) + + moved = [] + for row in rows: + item = source.takeItem(row) + if item is not None: + moved.append(item.text()) + for text in moved: + target.addItem(text) + + self._sort_list(self.available_list) + self._sort_list(self.selected_list) + self._refresh_button_states() + + def _sort_list(self, widget: QListWidget) -> None: + values = [] + for i in range(widget.count()): + values.append(widget.item(i).text()) + values = sorted(values, key=lambda v: SAIL_APPROVED_THICKNESS_VALUES.index(v) if v in SAIL_APPROVED_THICKNESS_VALUES else 9999) + widget.clear() + widget.addItems(values) + + def _refresh_button_states(self) -> None: + self.move_right_btn.setEnabled(bool(self.available_list.selectedItems())) + self.move_left_btn.setEnabled(bool(self.selected_list.selectedItems())) + self.move_all_right_btn.setEnabled(self.available_list.count() > 0) + self.move_all_left_btn.setEnabled(self.selected_list.count() > 0) + + def selected_values(self) -> List[str]: + return [self.selected_list.item(i).text() for i in range(self.selected_list.count())] + + class GirderDetailsTab(QWidget): """Tab for Girder Details styled to match the provided reference.""" @@ -277,6 +599,7 @@ def __init__(self, parent=None): self._member_state: Dict[str, Dict[str, dict]] = {} self._dirty_members: set[tuple[str, str]] = set() self._last_member_combo_index: int = 0 + self._suppress_member_switch_prompt: bool = True # Template state used when a member is first visited. self._default_member_state: Optional[dict] = None # Section Inputs widgets are built later than the overview card. Avoid @@ -294,8 +617,17 @@ def __init__(self, parent=None): # Section Inputs widgets self.member_id_combo: Optional[QComboBox] = None + self._dimension_bounds = { + "total_depth": {"lower": 200.0, "upper": 2000.0, "increment": 25.0}, + "top_width": {"lower": 100.0, "upper": 1000.0, "increment": 10.0}, + "bottom_width": {"lower": 100.0, "upper": 1000.0, "increment": 10.0}, + } self.init_ui() + def set_design_mode(self, mode_str: str): + if hasattr(self, "design_combo"): + self.design_combo.setCurrentText(mode_str) + def init_ui(self): main_layout = QVBoxLayout(self) main_layout.setContentsMargins(0, 0, 0, 0) @@ -388,11 +720,46 @@ def _cad_placeholder(label: str) -> QFrame: self.length_input = QLineEdit("30") apply_field_style(self.length_input) self._set_field_width(self.length_input) - self.length_input.setReadOnly(False) + self.length_input.setReadOnly(True) + self.length_input.setToolTip("Total Span is auto-controlled and cannot be edited here") self.length_input.textChanged.connect(self._on_length_changed) details_layout.addWidget(self._create_label("Total Span (m):"), 2, 0, Qt.AlignLeft | Qt.AlignVCenter) details_layout.addWidget(self.length_input, 2, 1) + # Exterior/Interior copy buttons layout (Row 3, spans 2 columns) + copy_buttons_layout = QHBoxLayout() + copy_buttons_layout.setContentsMargins(0, 0, 0, 0) + copy_buttons_layout.setSpacing(10) + + self.apply_exterior_button = QPushButton("Apply changes to exterior girders") + self.apply_exterior_button.setFixedHeight(26) + self.apply_exterior_button.setStyleSheet( + "QPushButton { background: #f0f0f0; border: 1px solid #b5b5b5; border-radius: 2px; " + "padding: 4px 10px; font-size: 11px; color: #000000; font-weight: 400; }" + "QPushButton:hover { background: #f0f0f0; border: 1px solid #b5b5b5; color: #000000; }" + "QPushButton:pressed { background: #f0f0f0; border: 1px solid #b5b5b5; color: #000000; }" + "QPushButton:disabled { color: #8a8a8a; border: 1px solid #cfcfcf; }" + ) + self.apply_exterior_button.setToolTip("Apply changes to exterior girders (first and last)") + self.apply_exterior_button.clicked.connect(self._on_apply_exterior_clicked) + + self.apply_interior_button = QPushButton("Apply changes to interior girder") + self.apply_interior_button.setFixedHeight(26) + self.apply_interior_button.setStyleSheet( + "QPushButton { background: #f0f0f0; border: 1px solid #b5b5b5; border-radius: 2px; " + "padding: 4px 10px; font-size: 11px; color: #000000; font-weight: 400; }" + "QPushButton:hover { background: #f0f0f0; border: 1px solid #b5b5b5; color: #000000; }" + "QPushButton:pressed { background: #f0f0f0; border: 1px solid #b5b5b5; color: #000000; }" + "QPushButton:disabled { color: #8a8a8a; border: 1px solid #cfcfcf; }" + ) + self.apply_interior_button.setToolTip("Apply changes to interior girder(s)") + self.apply_interior_button.clicked.connect(self._on_apply_interior_clicked) + + copy_buttons_layout.addWidget(self.apply_exterior_button) + copy_buttons_layout.addWidget(self.apply_interior_button) + + details_layout.addLayout(copy_buttons_layout, 3, 0, 1, 2) + # Hidden legacy fields: still used by existing split/ripple logic. self.member_id_input = QLineEdit() apply_field_style(self.member_id_input) @@ -414,15 +781,15 @@ def _cad_placeholder(label: str) -> QFrame: self.segment_length_input.setReadOnly(True) self.segment_length_input.setVisible(False) - details_layout.addWidget(self.member_id_input, 3, 0, 1, 2) - details_layout.addWidget(self.distance_start_input, 4, 0, 1, 2) - details_layout.addWidget(self.distance_end_input, 5, 0, 1, 2) - details_layout.addWidget(self.segment_length_input, 6, 0, 1, 2) + details_layout.addWidget(self.member_id_input, 4, 0, 1, 2) + details_layout.addWidget(self.distance_start_input, 5, 0, 1, 2) + details_layout.addWidget(self.distance_end_input, 6, 0, 1, 2) + details_layout.addWidget(self.segment_length_input, 7, 0, 1, 2) left_layout.addWidget(details_box) left_layout.addStretch(1) - # RIGHT: Member segments table + add/remove buttons (matches reference layout) + # RIGHT: Member segments table with per-row actions manager_box = self._create_inner_box() manager_box.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Preferred) manager_layout = QVBoxLayout(manager_box) @@ -435,16 +802,21 @@ def _cad_placeholder(label: str) -> QFrame: table_row = QWidget() table_row_layout = QHBoxLayout(table_row) table_row_layout.setContentsMargins(0, 0, 0, 0) - table_row_layout.setSpacing(10) + table_row_layout.setSpacing(0) - self.segment_table = QTableWidget(0, 4) - self.segment_table.setHorizontalHeaderLabels(["Member ID", "Start (m)", "End (m)", "Length (m)"]) + self.segment_table = QTableWidget(0, 5) + self.segment_table.setHorizontalHeaderLabels(["Member ID", "Start (m)", "End (m)", "Length (m)", "Action"]) self.segment_table.horizontalHeader().setVisible(True) self.segment_table.verticalHeader().setVisible(False) - self.segment_table.horizontalHeader().setSectionResizeMode(QHeaderView.Stretch) + self.segment_table.horizontalHeader().setSectionResizeMode(0, QHeaderView.Stretch) + self.segment_table.horizontalHeader().setSectionResizeMode(1, QHeaderView.Stretch) + self.segment_table.horizontalHeader().setSectionResizeMode(2, QHeaderView.Stretch) + self.segment_table.horizontalHeader().setSectionResizeMode(3, QHeaderView.Stretch) + self.segment_table.horizontalHeader().setSectionResizeMode(4, QHeaderView.Fixed) + self.segment_table.setColumnWidth(4, 132) self.segment_table.horizontalHeader().setMinimumHeight(34) - self.segment_table.verticalHeader().setDefaultSectionSize(34) - self.segment_table.verticalHeader().setMinimumSectionSize(28) + self.segment_table.verticalHeader().setDefaultSectionSize(38) + self.segment_table.verticalHeader().setMinimumSectionSize(34) self.segment_table.setVerticalScrollBarPolicy(Qt.ScrollBarAsNeeded) self.segment_table.setShowGrid(True) self.segment_table.setGridStyle(Qt.SolidLine) @@ -459,7 +831,7 @@ def _cad_placeholder(label: str) -> QFrame: self.segment_table.setFixedHeight(_hdr_h + (2 * _row_h) + 10) self.segment_table.setStyleSheet( "QTableWidget { background: #ffffff; border: 1px solid #d6d6d6; border-radius: 6px; gridline-color: #d0d0d0; }" - "QTableWidget::item { color: #1f1f1f; padding: 6px; }" + "QTableWidget::item { color: #1f1f1f; padding: 4px 6px; }" "QTableWidget::item:selected { background: #e8f0c9; color: #1a1a1a; }" "QTableWidget::item:focus { outline: none; }" "QTableWidget QLineEdit { background: #ffffff; color: #000000; }" @@ -477,36 +849,6 @@ def _cad_placeholder(label: str) -> QFrame: self.segment_table.itemChanged.connect(self._on_segment_table_item_changed) table_row_layout.addWidget(self.segment_table, 1) - buttons_col = QWidget() - buttons_layout = QVBoxLayout(buttons_col) - buttons_layout.setContentsMargins(0, 0, 0, 0) - buttons_layout.setSpacing(8) - - self.split_add_button = QPushButton("+") - self.split_add_button.setFixedSize(36, 36) - self.split_add_button.setStyleSheet( - "QPushButton { background-color: #90AF13; color: #111111; border: 1px solid #6f850f; border-radius: 6px; padding: 0px; font-weight: 900; font-size: 22px; }" - "QPushButton:hover { background-color: #7a9410; }" - "QPushButton:pressed { background-color: #6a840d; }" - ) - self.split_add_button.setToolTip("Add/Split member segment") - self.split_add_button.clicked.connect(self._on_split_add_clicked) - - self.split_remove_button = QPushButton("X") - self.split_remove_button.setFixedSize(36, 36) - self.split_remove_button.setStyleSheet( - "QPushButton { background-color: #c72626; color: #ffffff; border: 1px solid #8f1c1c; border-radius: 6px; padding: 0px; font-weight: 900; font-size: 16px; }" - "QPushButton:hover { background-color: #ae1f1f; }" - "QPushButton:pressed { background-color: #991a1a; }" - ) - self.split_remove_button.setToolTip("Remove selected segment") - self.split_remove_button.clicked.connect(self._on_remove_segment_clicked) - - buttons_layout.addWidget(self.split_add_button) - buttons_layout.addWidget(self.split_remove_button) - buttons_layout.addStretch(1) - table_row_layout.addWidget(buttons_col, 0) - manager_layout.addWidget(table_row) # Remove local add to layout, we will build the grid at the end @@ -594,16 +936,16 @@ def _ensure_girder_segments(self, girder: str) -> List[Dict[str, float]]: self._migrate_member_state_key(girder, existing, new_id) seg["id"] = new_id else: - # If it doesn't match either format, leave it as-is. - pass + # Invalid/legacy ID: force canonical sequence and migrate state key. + self._migrate_member_state_key(girder, existing, desired) + seg["id"] = desired - # Normalize starts to always equal previous end, and last end to total span. - segments[0]["start"] = 0.0 + # Keep explicit user-entered starts/ends as-is; only fill missing values. + if "start" not in segments[0] or segments[0]["start"] is None: + segments[0]["start"] = 0.0 for i in range(1, len(segments)): - segments[i]["start"] = float(segments[i - 1].get("end", 0.0)) - # Do NOT force the current last segment to end at total span here. - # End-at-span is enforced by the split logic (creating a fill segment), - # and by total span changes. + if "start" not in segments[i] or segments[i]["start"] is None: + segments[i]["start"] = float(segments[i - 1].get("end", 0.0)) if "end" not in segments[-1] or segments[-1]["end"] is None: segments[-1]["end"] = float(total_span) return segments @@ -619,14 +961,33 @@ def _refresh_segment_list(self, girder: str) -> None: segments = self._ensure_girder_segments(girder) self.segment_table.blockSignals(True) try: + # Hard reset row widgets/items each refresh to avoid stale cell-widgets + # being painted in wrong columns after repeated split/remove updates. + self.segment_table.clearContents() + self.segment_table.setRowCount(0) self.segment_table.setRowCount(len(segments)) for row, seg in enumerate(segments): + # Defensive cleanup: ensure no stale widgets leak into data columns. + for col in (0, 1, 2, 3): + if self.segment_table.cellWidget(row, col) is not None: + self.segment_table.removeCellWidget(row, col) + + # Enforce canonical member id at render-time. + desired_id = self._make_segment_id(girder, row + 1) + seg_id = str(seg.get("id") or "").strip() + base, index = self._split_member_id(seg_id) + if not (base == girder and isinstance(index, int) and index == (row + 1)): + if seg_id and seg_id != desired_id: + self._migrate_member_state_key(girder, seg_id, desired_id) + seg_id = desired_id + seg["id"] = seg_id + start = float(seg.get("start", 0.0)) end = float(seg.get("end", 0.0)) length = max(0.0, end - start) # Member ID - id_item = QTableWidgetItem(str(seg.get("id", ""))) + id_item = QTableWidgetItem(seg_id) id_item.setTextAlignment(Qt.AlignCenter) id_item.setFlags(id_item.flags() & ~Qt.ItemIsEditable) id_item.setToolTip("Read-only") @@ -648,22 +1009,111 @@ def _refresh_segment_list(self, girder: str) -> None: length_item.setFlags(length_item.flags() & ~Qt.ItemIsEditable) length_item.setToolTip("Read-only") self.segment_table.setItem(row, 3, length_item) + + action_widget = self._create_segment_action_widget(row, can_remove=(len(segments) > 1)) + self.segment_table.setCellWidget(row, 4, action_widget) finally: self.segment_table.blockSignals(False) self._sync_remove_button_visibility() + self._update_segment_action_row_highlight(self._current_segment_index) def _sync_remove_button_visibility(self) -> None: - """Hide X when only one segment exists (must always keep at least one).""" - if not self.split_remove_button: - return + """Keep per-row remove action disabled when only one segment exists.""" segments = self._ensure_girder_segments(self._current_girder) - show_remove = len(segments) > 1 - self.split_remove_button.setVisible(show_remove) - self.split_remove_button.setEnabled(show_remove) + can_remove = len(segments) > 1 + + if self.segment_table is not None: + for row in range(self.segment_table.rowCount()): + action_widget = self.segment_table.cellWidget(row, 4) + if action_widget is None: + continue + remove_btn = action_widget.findChild(QPushButton, "segmentRemoveBtn") + if remove_btn is not None: + remove_btn.setEnabled(can_remove) + remove_btn.setToolTip("Remove this segment" if can_remove else "At least one segment is required") self._refresh_member_id_combo() + def _update_segment_action_row_highlight(self, current_row: int | None = None) -> None: + if self.segment_table is None: + return + selected_row = self.segment_table.currentRow() if current_row is None else int(current_row) + for row in range(self.segment_table.rowCount()): + action_widget = self.segment_table.cellWidget(row, 4) + if action_widget is None: + continue + bg = "#e8f0c9" if row == selected_row else "transparent" + action_widget.setStyleSheet( + "QWidget#segmentActionCell {" + f" background: {bg};" + " border: none;" + "}" + ) + + def _create_segment_action_widget(self, row: int, can_remove: bool) -> QWidget: + container = QWidget() + container.setObjectName("segmentActionCell") + container.setFixedWidth(118) + container.setMinimumHeight(28) + container.setMaximumHeight(34) + layout = QHBoxLayout(container) + layout.setContentsMargins(0, 2, 0, 2) + layout.setSpacing(6) + layout.setAlignment(Qt.AlignCenter) + container.setStyleSheet("QWidget#segmentActionCell { background: transparent; border: none; }") + + add_btn = QPushButton("+") + add_btn.setObjectName("segmentAddBtn") + add_btn.setFixedSize(34, 24) + add_btn.setFocusPolicy(Qt.NoFocus) + add_btn.setCursor(Qt.PointingHandCursor) + add_btn.setToolTip("Split/Add segment") + add_btn.setStyleSheet( + "QPushButton { background-color: #90AF13; color: #111111; border: 1px solid #6f850f; border-radius: 7px; font-weight: 900; font-size: 17px; }" + "QPushButton:hover { background-color: #7a9410; }" + "QPushButton:pressed { background-color: #6a840d; }" + ) + add_btn.clicked.connect(lambda _checked=False, r=row: self._on_add_segment_for_row(r)) + + remove_btn = QPushButton("−") + remove_btn.setObjectName("segmentRemoveBtn") + remove_btn.setFixedSize(34, 24) + remove_btn.setFocusPolicy(Qt.NoFocus) + remove_btn.setCursor(Qt.PointingHandCursor) + remove_btn.setEnabled(can_remove) + remove_btn.setToolTip("Remove this segment" if can_remove else "At least one segment is required") + remove_btn.setStyleSheet( + "QPushButton { background-color: #c72626; color: #ffffff; border: 1px solid #8f1c1c; border-radius: 7px; font-weight: 900; font-size: 17px; }" + "QPushButton:hover { background-color: #ae1f1f; }" + "QPushButton:pressed { background-color: #991a1a; }" + "QPushButton:disabled { background-color: #d6d6d6; color: #8c8c8c; border-color: #d6d6d6; }" + ) + remove_btn.clicked.connect(lambda _checked=False, r=row: self._on_remove_segment_for_row(r)) + + layout.addStretch(1) + layout.addWidget(add_btn) + if can_remove: + layout.addWidget(remove_btn) + layout.addStretch(1) + return container + + def _on_add_segment_for_row(self, row: int) -> None: + if self.segment_table is None: + return + row = max(0, min(int(row), self.segment_table.rowCount() - 1)) + self.segment_table.setCurrentCell(row, 2) + self._current_segment_index = row + self._on_split_add_clicked() + + def _on_remove_segment_for_row(self, row: int) -> None: + if self.segment_table is None: + return + row = max(0, min(int(row), self.segment_table.rowCount() - 1)) + self.segment_table.setCurrentCell(row, 2) + self._current_segment_index = row + self._on_remove_segment_clicked() + # ===== Member (Member ID) state + dirty tracking ===== def _current_member_key(self) -> tuple[str, str]: @@ -696,6 +1146,12 @@ def _mark_current_member_dirty(self) -> None: def _is_current_member_dirty(self) -> bool: return self._current_member_key() in self._dirty_members + def has_unsaved_changes(self) -> bool: + # Show unsaved-warning popups only for the active member the user is + # currently editing. Other member-level dirty flags are handled when + # switching member/girder and should not block unrelated tab switches. + return self._is_current_member_dirty() + def _commit_current_member_state(self) -> None: girder, member_id = self._current_member_key() if girder not in self._member_state: @@ -709,16 +1165,21 @@ def _capture_member_state(self) -> dict: "inputs": { "design": self.design_combo.currentText() if hasattr(self, "design_combo") else "", "type": self.type_combo.currentText() if hasattr(self, "type_combo") else "", + "support_type": self.support_type_combo.currentText() if hasattr(self, "support_type_combo") else "", "symmetry": self.symmetry_combo.currentText() if hasattr(self, "symmetry_combo") else "", "total_depth": self.total_depth_input.text() if hasattr(self, "total_depth_input") else "", "top_width": self.top_width_input.text() if hasattr(self, "top_width_input") else "", "bottom_width": self.bottom_width_input.text() if hasattr(self, "bottom_width_input") else "", + "total_depth_bounds": dict(self._dimension_bounds.get("total_depth") or {}), + "top_width_bounds": dict(self._dimension_bounds.get("top_width") or {}), + "bottom_width_bounds": dict(self._dimension_bounds.get("bottom_width") or {}), "web_thickness": self.web_thickness_combo.currentText() if hasattr(self, "web_thickness_combo") else "", "top_thickness": self.top_thickness_combo.currentText() if hasattr(self, "top_thickness_combo") else "", "bottom_thickness": self.bottom_thickness_combo.currentText() if hasattr(self, "bottom_thickness_combo") else "", "web_thickness_value": self.web_thickness_value_input.text() if hasattr(self, "web_thickness_value_input") else "", "top_thickness_value": self.top_thickness_value_input.text() if hasattr(self, "top_thickness_value_input") else "", "bottom_thickness_value": self.bottom_thickness_value_input.text() if hasattr(self, "bottom_thickness_value_input") else "", + "support_width": self.support_width_input.text() if hasattr(self, "support_width_input") else "", "is_section": self.is_section_combo.currentText() if hasattr(self, "is_section_combo") else "", "torsion": self.torsion_combo.currentText() if hasattr(self, "torsion_combo") else "", "warping": self.warping_combo.currentText() if hasattr(self, "warping_combo") else "", @@ -738,6 +1199,8 @@ def _apply_member_state(self, state: dict) -> None: self.design_combo.setCurrentText(inputs["design"]) if inputs.get("type"): self.type_combo.setCurrentText(inputs["type"]) + if inputs.get("support_type"): + self.support_type_combo.setCurrentText(inputs["support_type"]) if inputs.get("symmetry"): self.symmetry_combo.setCurrentText(inputs["symmetry"]) @@ -745,6 +1208,30 @@ def _apply_member_state(self, state: dict) -> None: self.top_width_input.setText(inputs.get("top_width", "")) self.bottom_width_input.setText(inputs.get("bottom_width", "")) + total_depth_bounds = inputs.get("total_depth_bounds") + if isinstance(total_depth_bounds, dict): + self._dimension_bounds["total_depth"] = { + "lower": float(total_depth_bounds.get("lower", 200.0)), + "upper": float(total_depth_bounds.get("upper", 2000.0)), + "increment": float(total_depth_bounds.get("increment", 25.0)), + } + + top_width_bounds = inputs.get("top_width_bounds") + if isinstance(top_width_bounds, dict): + self._dimension_bounds["top_width"] = { + "lower": float(top_width_bounds.get("lower", 100.0)), + "upper": float(top_width_bounds.get("upper", 1000.0)), + "increment": float(top_width_bounds.get("increment", 10.0)), + } + + bottom_width_bounds = inputs.get("bottom_width_bounds") + if isinstance(bottom_width_bounds, dict): + self._dimension_bounds["bottom_width"] = { + "lower": float(bottom_width_bounds.get("lower", 100.0)), + "upper": float(bottom_width_bounds.get("upper", 1000.0)), + "increment": float(bottom_width_bounds.get("increment", 10.0)), + } + if inputs.get("web_thickness"): self.web_thickness_combo.setCurrentText(inputs["web_thickness"]) if inputs.get("top_thickness"): @@ -755,6 +1242,7 @@ def _apply_member_state(self, state: dict) -> None: self.web_thickness_value_input.setText(inputs.get("web_thickness_value", "")) self.top_thickness_value_input.setText(inputs.get("top_thickness_value", "")) self.bottom_thickness_value_input.setText(inputs.get("bottom_thickness_value", "")) + self.support_width_input.setText(inputs.get("support_width", "")) if inputs.get("is_section"): self.is_section_combo.setCurrentText(inputs["is_section"]) @@ -768,6 +1256,8 @@ def _apply_member_state(self, state: dict) -> None: self._suppress_member_state_updates = False self._update_thickness_value_enabled_state() + self._update_dimension_field_mode() + self._refresh_bounds_tooltips() self._update_preview() def _wire_member_dirty_tracking(self) -> None: @@ -780,6 +1270,7 @@ def connect_line(line: QLineEdit) -> None: connect_combo(self.design_combo) connect_combo(self.type_combo) + connect_combo(self.support_type_combo) connect_combo(self.symmetry_combo) connect_combo(self.web_thickness_combo) connect_combo(self.top_thickness_combo) @@ -795,6 +1286,7 @@ def connect_line(line: QLineEdit) -> None: connect_line(self.web_thickness_value_input) connect_line(self.top_thickness_value_input) connect_line(self.bottom_thickness_value_input) + connect_line(self.support_width_input) def _confirm_switch_if_dirty(self) -> str: """Return 'save'|'discard'|'cancel' before switching member.""" @@ -836,6 +1328,10 @@ def _refresh_member_id_combo(self) -> None: def _on_member_id_combo_changed(self, index: int) -> None: if index is None or index < 0: return + if self._suppress_member_switch_prompt: + self._select_segment_index(int(index)) + self._last_member_combo_index = int(index) + return # Prompt if user is leaving a dirty member without saving. if int(index) != int(self._current_segment_index): decision = self._confirm_switch_if_dirty() @@ -850,7 +1346,12 @@ def _on_member_id_combo_changed(self, index: int) -> None: self._commit_current_member_state() # Confirm member-level save immediately (requested UX). try: - QMessageBox.information(self, "Saved", "Member inputs saved successfully.") + box = QMessageBox(self) + box.setIcon(QMessageBox.Information) + box.setWindowTitle("Saved") + box.setText("Member inputs saved successfully.") + box.setStandardButtons(QMessageBox.Ok) + box.exec() except Exception: pass @@ -899,6 +1400,12 @@ def _on_remove_segment_clicked(self) -> None: if not segments: return if len(segments) == 1: + box = QMessageBox(self) + box.setIcon(QMessageBox.Warning) + box.setWindowTitle("Cannot Remove") + box.setText("At least one member segment is required.") + box.setStandardButtons(QMessageBox.Ok) + box.exec() return idx = self._current_segment_index @@ -921,6 +1428,7 @@ def _on_remove_segment_clicked(self) -> None: self._refresh_segment_list(girder) self._select_segment_index(min(idx, len(segments) - 1)) + self._mark_current_member_dirty() def _select_segment_index(self, index: int) -> None: segments = self._ensure_girder_segments(self._current_girder) @@ -953,6 +1461,88 @@ def _select_segment_index(self, index: int) -> None: if stored: self._apply_member_state(stored) + def _copy_girder_settings(self, source_girder: str, target_girders: List[str]) -> None: + """Copy all segments and their properties from source to target girders.""" + if not source_girder or not target_girders: + return + + # 1. Commit current state to ensure source is up-to-date + self._commit_current_member_state() # Always capture current UI state first + + # 2. Get the full detailed structure of the source girder + # source_segments has IDs like G1M1, G1M2... + source_segments = self._ensure_girder_segments(source_girder) + + # We need to map G1My -> GxMy for each target Gx. + + successful_targets = [] + + for target in target_girders: + if target == source_girder: + continue + + # Create a FRESH segment list for target based on source geometry + new_target_segments = [] + + # Wipe old state for this target to prevent ghost data + if target in self._member_state: + self._member_state[target] = {} # Clear properties + else: + self._member_state[target] = {} + + for idx, src_seg in enumerate(source_segments): + # 1. Geometry copy + # Create a new segment dict with target ID + target_id = self._make_segment_id(target, idx + 1) + new_seg = copy.deepcopy(src_seg) + new_seg["id"] = target_id + new_target_segments.append(new_seg) + + # 2. Property state copy + src_id = str(src_seg.get("id")) + if source_girder in self._member_state and src_id in self._member_state[source_girder]: + # Clone the property dict + props = copy.deepcopy(self._member_state[source_girder][src_id]) + self._member_state[target][target_id] = props + + # Commit the new geometry chain + self.segment_chain[target] = new_target_segments + successful_targets.append(target) + + if successful_targets: + # If target includes *current* girder (unlikely due to check above, but safe), refresh UI + if self._current_girder in successful_targets: + self._refresh_segment_list(self._current_girder) + self._select_segment_index(0) + + QMessageBox.information( + self, + "Applied Changes", + f"Configuration applied to: {', '.join(successful_targets)}" + ) + + def _on_apply_exterior_clicked(self) -> None: + """Apply current girder configuration to First and Last girders.""" + if not self.available_girders: + return + + first = self.available_girders[0] + last = self.available_girders[-1] + + # Unique targets, excluding self is handled inside _copy_girder_settings + targets = sorted(list(set([first, last]))) + + self._copy_girder_settings(self._current_girder, targets) + + def _on_apply_interior_clicked(self) -> None: + """Apply current girder configuration to all Interior girders (G2 to Gn-1).""" + if len(self.available_girders) <= 2: + QMessageBox.information(self, "Info", "No interior girders available (Total girders < 3).") + return + + targets = self.available_girders[1:-1] + self._copy_girder_settings(self._current_girder, targets) + def _load_segment_details(self, girder: str, index: int) -> None: segments = self._ensure_girder_segments(girder) if not segments: @@ -1004,7 +1594,12 @@ def _on_girder_changed(self, girder: str) -> None: if decision == "save": self._commit_current_member_state() try: - QMessageBox.information(self, "Saved", "Member inputs saved successfully.") + box = QMessageBox(self) + box.setIcon(QMessageBox.Information) + box.setWindowTitle("Saved") + box.setText("Member inputs saved successfully.") + box.setStandardButtons(QMessageBox.Ok) + box.exec() except Exception: pass @@ -1016,58 +1611,90 @@ def _on_girder_changed(self, girder: str) -> None: def _on_segment_row_changed(self, current_row: int, _current_column: int, _previous_row: int, _previous_column: int) -> None: if current_row is None or current_row < 0: return + self._update_segment_action_row_highlight(current_row) self._select_segment_index(int(current_row)) def _on_split_add_clicked(self) -> None: - """Split/Add Segment. - - Spec-aligned behavior: - - If the selected segment is the last segment and its End Distance is < total span, - create the next segment to fill the gap (no popups). - """ + """Split the selected segment into two equal halves.""" girder = self._current_girder segments = self._ensure_girder_segments(girder) - total_span = float(self._get_total_span() or DEFAULT_MEMBER_LENGTH_M) if not segments: return - idx = max(0, min(self._current_segment_index, len(segments) - 1)) - if idx != len(segments) - 1: - # Only support add/fill from last segment for now (matches the described rule). - self._select_segment_index(len(segments) - 1) + # Get the selected segment index. + idx = self.segment_table.currentRow() + if idx < 0: idx = len(segments) - 1 - + current = segments[idx] start = float(current.get("start", 0.0)) - - new_end = self._parse_float(self.distance_end_input.text()) if self.distance_end_input else None - if new_end is None: - new_end = float(current.get("end", total_span)) - - # Clamp/validate - new_end = max(start, min(float(new_end), total_span)) - - # If no gap, do nothing (no popup) - if abs(new_end - total_span) < 1e-9: - current["end"] = float(total_span) - self._refresh_segment_list(girder) - self._select_segment_index(idx) + end = float(current.get("end", 0.0)) + length = end - start + + if length <= 0.01: + # Too small to split sensibly return - # Update last segment end and create the fill segment - current["end"] = float(new_end) - next_id = self._make_segment_id(girder, len(segments) + 1) - segments.append({"id": next_id, "start": float(new_end), "end": float(total_span)}) + midpoint = start + (length / 2.0) + + # Update current segment end to midpoint + current["end"] = midpoint + + # Insert new segment from midpoint to original end + new_segment = {"id": "", "start": midpoint, "end": end} + segments.insert(idx + 1, new_segment) + + # 1. Capture existing states mapped to their original indices + # We need to map the new segment list back to the old states carefully. + # The new list has one extra element at idx+1. + + reordered_states = [] + + for i in range(len(segments)): + if i == idx + 1: + # This is the newly inserted segment. + # It should inherit properties from the segment it was split from (idx). + original_index = idx + elif i <= idx: + # These segments haven't moved. + original_index = i + else: + # These segments are shifted by 1. + original_index = i - 1 + + original_id = self._make_segment_id(girder, original_index + 1) + + state = None + if girder in self._member_state and original_id in self._member_state[girder]: + state = self._member_state[girder][original_id] + + # If duplicating state for the new segment, ensure deep copy + if i == idx + 1 and state: + state = copy.deepcopy(state) + + reordered_states.append(state) + + # 2. Clear old state for this girder completely + if girder in self._member_state: + self._member_state[girder] = {} + + # 3. Re-assign IDs and restore states to the new IDs + for i, seg in enumerate(segments): + new_id = self._make_segment_id(girder, i + 1) + seg["id"] = new_id + + state_to_restore = reordered_states[i] + if state_to_restore: + if girder not in self._member_state: + self._member_state[girder] = {} + self._member_state[girder][new_id] = state_to_restore - # Normalize starts for safety and enforce last end - segments[0]["start"] = 0.0 - for i in range(1, len(segments)): - segments[i]["start"] = float(segments[i - 1].get("end", 0.0)) - segments[-1]["end"] = float(total_span) self.segment_chain[girder] = segments self._refresh_segment_list(girder) - self._select_segment_index(idx) + # Select the new segment (second half) + self._select_segment_index(idx + 1) + self._mark_current_member_dirty() # ===== Span/Length + Auto-split handlers ===== @@ -1077,8 +1704,7 @@ def _on_span_changed(self, span_text): - Custom: user can edit total span. - Full Length: total span is locked (read-only). """ - is_full = (span_text or "").strip() == "Full Length" - self.length_input.setReadOnly(is_full) + self.length_input.setReadOnly(True) self._initialize_segment_chain_if_needed() self._refresh_segment_list(self._current_girder) @@ -1187,6 +1813,7 @@ def _on_distance_end_changed(self): # Refresh master list + keep selection self._refresh_segment_list(girder) self._select_segment_index(idx) + self._mark_current_member_dirty() def _build_section_card(self): container = QWidget() @@ -1230,12 +1857,11 @@ def _build_section_card(self): self.member_id_combo.currentIndexChanged.connect(self._on_member_id_combo_changed) row = self._add_box_row(inputs_grid, 0, "Member ID:", self.member_id_combo) + # Hidden design combo to maintain compatibility with existing logic self.design_combo = QComboBox() self.design_combo.addItems(VALUES_GIRDER_DESIGN_MODE) - apply_field_style(self.design_combo) - self._set_field_width(self.design_combo) - row = self._add_box_row(inputs_grid, row, "Design:", self.design_combo) - + self.design_combo.hide() + self.type_combo = QComboBox() self.type_combo.addItems(VALUES_GIRDER_TYPE) apply_field_style(self.type_combo) @@ -1248,12 +1874,17 @@ def _build_section_card(self): self._set_field_width(self.symmetry_combo) row = self._add_box_row(inputs_grid, row, "Symmetry:", self.symmetry_combo, self.symmetry_row) - self.total_depth_input = self._create_line_edit() + self.support_type_combo = QComboBox() + self.support_type_combo.addItems(VALUES_GIRDER_SUPPORT_TYPE) + apply_field_style(self.support_type_combo) + self._set_field_width(self.support_type_combo) + + self.total_depth_widget, self.total_depth_input, self.total_depth_bounds_button = self._create_dimension_input_widget("total_depth") row = self._add_box_row( inputs_grid, row, "Total Depth (d, mm):", - self.total_depth_input, + self.total_depth_widget, self.welded_rows, ) @@ -1267,6 +1898,11 @@ def _build_section_card(self): self.web_thickness_value_input.setValidator(QDoubleValidator(0.0, 1e12, 3, self.web_thickness_value_input)) self.web_thickness_widget = self._create_mode_value_widget(self.web_thickness_combo, self.web_thickness_value_input) + self.web_thickness_value_combo = self._attach_thickness_value_dropdown( + self.web_thickness_widget, + self.web_thickness_value_input, + "web_thickness", + ) row = self._add_box_row( inputs_grid, row, @@ -1275,12 +1911,12 @@ def _build_section_card(self): self.welded_rows, ) - self.top_width_input = self._create_line_edit() + self.top_width_widget, self.top_width_input, self.top_width_bounds_button = self._create_dimension_input_widget("top_width") row = self._add_box_row( inputs_grid, row, "Width of Top Flange (tfw, mm):", - self.top_width_input, + self.top_width_widget, self.welded_rows, ) @@ -1294,6 +1930,11 @@ def _build_section_card(self): self.top_thickness_value_input.setValidator(QDoubleValidator(0.0, 1e12, 3, self.top_thickness_value_input)) self.top_thickness_widget = self._create_mode_value_widget(self.top_thickness_combo, self.top_thickness_value_input) + self.top_thickness_value_combo = self._attach_thickness_value_dropdown( + self.top_thickness_widget, + self.top_thickness_value_input, + "top_thickness", + ) row = self._add_box_row( inputs_grid, row, @@ -1302,12 +1943,12 @@ def _build_section_card(self): self.welded_rows, ) - self.bottom_width_input = self._create_line_edit() + self.bottom_width_widget, self.bottom_width_input, self.bottom_width_bounds_button = self._create_dimension_input_widget("bottom_width") row = self._add_box_row( inputs_grid, row, "Width of Bottom Flange (bfw, mm):", - self.bottom_width_input, + self.bottom_width_widget, self.welded_rows, ) @@ -1321,6 +1962,11 @@ def _build_section_card(self): self.bottom_thickness_value_input.setValidator(QDoubleValidator(0.0, 1e12, 3, self.bottom_thickness_value_input)) self.bottom_thickness_widget = self._create_mode_value_widget(self.bottom_thickness_combo, self.bottom_thickness_value_input) + self.bottom_thickness_value_combo = self._attach_thickness_value_dropdown( + self.bottom_thickness_widget, + self.bottom_thickness_value_input, + "bottom_thickness", + ) row = self._add_box_row( inputs_grid, row, @@ -1329,6 +1975,23 @@ def _build_section_card(self): self.welded_rows, ) + self.support_width_input = self._create_line_edit() + self.support_width_input.setValidator(QDoubleValidator(0.0, 1e12, 3, self.support_width_input)) + row = self._add_box_row( + inputs_grid, + row, + "Support Type:", + self.support_type_combo, + self.welded_rows, + ) + row = self._add_box_row( + inputs_grid, + row, + "Support Width (mm):", + self.support_width_input, + self.welded_rows, + ) + self.is_section_combo = QComboBox() self._populate_rolled_section_combo() apply_field_style(self.is_section_combo) @@ -1404,27 +2067,27 @@ def _build_section_card(self): properties_grid.setColumnStretch(1, 1) property_fields = [ - "Mass, M (Kg/m)", - "Sectional Area, a (cm2)", - "2nd Moment of Area, Iz (cm4)", - "2nd Moment of Area, Iy (cm4)", - "Radius of Gyration, rz (cm)", - "Radius of Gyration, ry (cm)", - "Elastic Modulus, Zz (cm3)", - "Elastic Modulus, Zy (cm3)", - "Plastic Modulus, Zuz (cm3)", - "Plastic Modulus, Zuy (cm3)", - "Torsion Constant, It (cm4)", - "Warping Constant, Iw (cm6)" + ("Mass, M (Kg/m)", "Mass, M (Kg/m)"), + ("Sectional Area, a (cm2)", "Sectional Area, a (cm2)"), + ("2nd Moment of Area, Iz (cm4)", "2nd Moment of Area, Iz (cm4)"), + ("2nd Moment of Area, Iy (cm4)", "2nd Moment of Area, Iy (cm4)"), + ("Radius of Gyration, rz (cm)", "Radius of Gyration, rz (cm)"), + ("Radius of Gyration, ry (cm)", "Radius of Gyration, ry (cm)"), + ("Elastic Modulus, Zz (cm3)", "Elastic Modulus, Zz (cm3)"), + ("Elastic Modulus, Zy (cm3)", "Elastic Modulus, Zy (cm3)"), + ("Plastic Modulus, Zuz (cm3)", "Plastic Modulus, Zuz (cm3)"), + ("Plastic Modulus, Zuy (cm3)", "Plastic Modulus, Zuy (cm3)"), + ("Torsion Constant, It (cm4)", "Torsion Constant, It (cm4)"), + ("Warping Constant, Iw (cm6)", "Warping Constant, Iw (cm6)"), ] - for index, text in enumerate(property_fields): - label = self._create_small_label(text) + for index, (key, label_text) in enumerate(property_fields): + label = self._create_small_label(label_text) line_edit = self._create_line_edit() line_edit.setPlaceholderText("") properties_grid.addWidget(label, index, 0) properties_grid.addWidget(line_edit, index, 1) - self.section_property_inputs[text] = line_edit + self.section_property_inputs[key] = line_edit props_layout.addLayout(properties_grid) right_column_layout.addWidget(props_box) @@ -1433,17 +2096,27 @@ def _build_section_card(self): self.design_combo.currentTextChanged.connect(self._on_design_changed) self.type_combo.currentTextChanged.connect(self._on_type_changed) + self.support_type_combo.currentTextChanged.connect(self._on_support_type_changed) self.is_section_combo.currentTextChanged.connect(self._update_preview) for watcher in (self.total_depth_input, self.top_width_input, self.bottom_width_input): watcher.textChanged.connect(self._update_preview) - for combo in (self.web_thickness_combo, self.top_thickness_combo, self.bottom_thickness_combo): - combo.currentTextChanged.connect(lambda _t: self._update_thickness_value_enabled_state()) - combo.currentTextChanged.connect(self._update_preview) + self.web_thickness_combo.currentTextChanged.connect( + lambda text: self._on_thickness_mode_changed("web_thickness", text) + ) + self.top_thickness_combo.currentTextChanged.connect( + lambda text: self._on_thickness_mode_changed("top_thickness", text) + ) + self.bottom_thickness_combo.currentTextChanged.connect( + lambda text: self._on_thickness_mode_changed("bottom_thickness", text) + ) for watcher in (self.web_thickness_value_input, self.top_thickness_value_input, self.bottom_thickness_value_input): watcher.textChanged.connect(self._update_preview) self._on_design_changed(self.design_combo.currentText()) self._on_type_changed(self.type_combo.currentText()) + self._on_support_type_changed(self.support_type_combo.currentText()) self._update_thickness_value_enabled_state() + self._update_dimension_field_mode() + self._refresh_bounds_tooltips() # Capture a stable template state for new members. self._default_member_state = self._capture_member_state() @@ -1455,6 +2128,7 @@ def _build_section_card(self): # Now that Section Inputs exist, sync UI state to current segment and seed # per-member state from the visible defaults. self._select_segment_index(self._current_segment_index) + self._suppress_member_switch_prompt = False return container @@ -1494,6 +2168,198 @@ def _create_mode_value_widget(self, mode_combo: QComboBox, value_input: QLineEdi layout.addWidget(value_input) return widget + def _attach_thickness_value_dropdown(self, wrapper: QWidget, value_input: QLineEdit, field_key: str) -> QComboBox: + combo = QComboBox() + combo.addItems(SAIL_APPROVED_THICKNESS_VALUES) + apply_field_style(combo) + combo.setVisible(False) + self._set_field_width(combo, 180) + + combo.currentTextChanged.connect(lambda text, inp=value_input: inp.setText(str(text or ""))) + combo.currentTextChanged.connect(lambda _text: self._mark_current_member_dirty()) + combo.currentTextChanged.connect(lambda _text: self._update_preview()) + + layout = wrapper.layout() + if layout is not None: + layout.addWidget(combo) + return combo + + def _sync_thickness_value_dropdown(self, field_key: str) -> None: + value_input = getattr(self, f"{field_key}_value_input", None) + value_combo = getattr(self, f"{field_key}_value_combo", None) + if value_input is None or value_combo is None: + return + first = "" + selected = self._parse_selected_thickness_values(value_input.text()) + if selected: + first = selected[0] + else: + parsed = str(value_input.text() or "").strip() + if parsed in SAIL_APPROVED_THICKNESS_VALUES: + first = parsed + if not first: + first = SAIL_APPROVED_THICKNESS_VALUES[0] + value_input.setText(first) + + prev = value_combo.blockSignals(True) + try: + idx = value_combo.findText(first, Qt.MatchFixedString) + value_combo.setCurrentIndex(idx if idx >= 0 else 0) + finally: + value_combo.blockSignals(prev) + + def _parse_selected_thickness_values(self, text: str) -> List[str]: + chunks = [c.strip() for c in str(text or "").split(",") if str(c).strip()] + return [v for v in chunks if v in SAIL_APPROVED_THICKNESS_VALUES] + + def _on_thickness_mode_changed(self, field_key: str, _text: str) -> None: + self._update_thickness_value_enabled_state() + self._update_preview() + + # Avoid auto-popup during restore/init signal cascades. + if self._suppress_member_state_updates or not getattr(self, "_section_inputs_built", False): + return + + combo = getattr(self, f"{field_key}_combo", None) + if combo is None: + return + if not self._is_custom_thickness_mode(combo): + return + + is_welded = (self.type_combo.currentText() or "").strip().lower() == "welded" + is_custom_design = (self.design_combo.currentText() or "").strip().lower() == "customized" + if is_welded and (not is_custom_design): + self._open_thickness_values_dialog(field_key) + + def _open_thickness_values_dialog(self, field_key: str) -> None: + value_input = getattr(self, f"{field_key}_value_input", None) + if value_input is None: + return + + selected = self._parse_selected_thickness_values(value_input.text()) + titles = { + "web_thickness": "Select Values: Web Thickness", + "top_thickness": "Select Values: Top Flange Thickness", + "bottom_thickness": "Select Values: Bottom Flange Thickness", + } + dialog = _ThicknessSelectionDialog(titles.get(field_key, "Select Values"), selected, self) + if dialog.exec() != QDialog.Accepted: + return + + chosen = dialog.selected_values() + value_input.setText(", ".join(chosen)) + self._sync_thickness_value_dropdown(field_key) + self._mark_current_member_dirty() + self._update_preview() + + def _create_dimension_input_widget(self, field_key: str): + widget = QWidget() + widget.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + self._set_field_width(widget, 180) + + layout = QHBoxLayout(widget) + layout.setContentsMargins(0, 0, 0, 0) + layout.setSpacing(0) + + value_input = self._create_line_edit() + value_input.setValidator(QDoubleValidator(0.0, 1e12, 3, value_input)) + + bounds_button = QPushButton("Set Bounds") + bounds_button.setCursor(Qt.PointingHandCursor) + bounds_button.setMinimumHeight(28) + bounds_button.setStyleSheet( + "QPushButton {" + " border: 1px solid #2f2f2f; border-radius: 8px;" + " background: #ffffff; color: #111111; font-size: 12px; font-weight: 700;" + " padding: 4px 10px;" + "}" + "QPushButton:hover { background: #f2f2f2; }" + "QPushButton:pressed { background: #e9e9e9; }" + ) + bounds_button.clicked.connect(lambda _checked=False, key=field_key: self._open_bounds_dialog(key)) + + layout.addWidget(value_input) + layout.addWidget(bounds_button) + return widget, value_input, bounds_button + + def _update_dimension_field_mode(self) -> None: + is_custom = (self.design_combo.currentText() or "").strip().lower() == "customized" + is_welded = (self.type_combo.currentText() or "").strip().lower() == "welded" + + for field_key in ("total_depth", "top_width", "bottom_width"): + value_input = getattr(self, f"{field_key}_input", None) + bounds_button = getattr(self, f"{field_key}_bounds_button", None) + if value_input is None or bounds_button is None: + continue + + show_line_edit = bool(is_custom and is_welded) + value_input.setVisible(show_line_edit) + value_input.setEnabled(show_line_edit) + bounds_button.setVisible((not show_line_edit) and is_welded) + bounds_button.setEnabled((not show_line_edit) and is_welded) + + def _default_dimension_bounds(self, field_key: str) -> dict: + defaults = { + "total_depth": {"lower": 200.0, "upper": 2000.0, "increment": 25.0}, + "top_width": {"lower": 100.0, "upper": 1000.0, "increment": 10.0}, + "bottom_width": {"lower": 100.0, "upper": 1000.0, "increment": 10.0}, + } + return dict(defaults.get(field_key, {"lower": 0.0, "upper": 0.0, "increment": 0.0})) + + def _normalized_dimension_bounds(self, field_key: str) -> dict: + defaults = self._default_dimension_bounds(field_key) + current = self._dimension_bounds.get(field_key) or {} + out = {} + for key in ("lower", "upper", "increment"): + try: + out[key] = float(current.get(key, defaults[key])) + except Exception: + out[key] = float(defaults[key]) + return out + + def _format_bounds_tooltip(self, field_key: str) -> str: + bounds = self._normalized_dimension_bounds(field_key) + try: + lower = float(bounds.get("lower", 0.0)) + upper = float(bounds.get("upper", 0.0)) + increment = float(bounds.get("increment", 0.0)) + except Exception: + lower, upper, increment = 0.0, 0.0, 0.0 + return ( + f"Lower Bound: {lower:.2f}\n" + f"Upper Bound: {upper:.2f}\n" + f"Increment: {increment:.2f}" + ) + + def _refresh_bounds_tooltips(self) -> None: + for field_key in ("total_depth", "top_width", "bottom_width"): + bounds_button = getattr(self, f"{field_key}_bounds_button", None) + if bounds_button is not None: + bounds_button.setToolTip(self._format_bounds_tooltip(field_key)) + + def _open_bounds_dialog(self, field_key: str) -> None: + current = self._normalized_dimension_bounds(field_key) + titles = { + "total_depth": "Select Bound: Total Depth", + "top_width": "Select Bound: Topflange Width", + "bottom_width": "Select Bound: Bottomflange Width", + } + dialog = _BoundsDialog(titles.get(field_key, "Select Bound"), current, self) + if dialog.exec() != QDialog.Accepted: + return + + result = dialog.result_bounds() + if not isinstance(result, dict): + return + + self._dimension_bounds[field_key] = { + "lower": float(result.get("lower", 0.0)), + "upper": float(result.get("upper", 0.0)), + "increment": float(result.get("increment", 0.0)), + } + self._refresh_bounds_tooltips() + self._mark_current_member_dirty() + def _is_custom_thickness_mode(self, combo: QComboBox) -> bool: return (combo.currentText() or "").strip().lower() == "custom" @@ -1502,39 +2368,72 @@ def _update_thickness_value_enabled_state(self) -> None: is_custom_design = self.design_combo.currentText().lower() == "customized" allow_inputs = is_welded and is_custom_design - for mode_combo, value_input, wrapper in ( + for field_key, mode_combo, value_input, value_combo, wrapper in ( ( + "web_thickness", getattr(self, "web_thickness_combo", None), getattr(self, "web_thickness_value_input", None), + getattr(self, "web_thickness_value_combo", None), getattr(self, "web_thickness_widget", None), ), ( + "top_thickness", getattr(self, "top_thickness_combo", None), getattr(self, "top_thickness_value_input", None), + getattr(self, "top_thickness_value_combo", None), getattr(self, "top_thickness_widget", None), ), ( + "bottom_thickness", getattr(self, "bottom_thickness_combo", None), getattr(self, "bottom_thickness_value_input", None), + getattr(self, "bottom_thickness_value_combo", None), getattr(self, "bottom_thickness_widget", None), ), ): if not mode_combo or not value_input: continue - show_value = bool(allow_inputs and self._is_custom_thickness_mode(mode_combo)) + is_custom_mode = self._is_custom_thickness_mode(mode_combo) + + # Customized mode: one-box dropdown only (SAIL values). + if allow_inputs: + if mode_combo.currentText().strip().lower() != "custom": + prev = mode_combo.blockSignals(True) + mode_combo.setCurrentText("Custom") + mode_combo.blockSignals(prev) + + mode_combo.setVisible(False) + mode_combo.setEnabled(False) + + value_input.setVisible(False) + value_input.setEnabled(False) + value_input.setReadOnly(True) + + if value_combo is not None: + value_combo.setVisible(True) + value_combo.setEnabled(True) + self._sync_thickness_value_dropdown(field_key) + + if wrapper is not None: + self._set_field_width(wrapper, 180) + continue + + # Optimized mode: mode combo only; custom opens popup directly. + mode_combo.setVisible(is_welded) + mode_combo.setEnabled(is_welded) - value_input.setEnabled(show_value) - value_input.setVisible(show_value) + value_input.setVisible(False) + value_input.setEnabled(False) + value_input.setReadOnly(True) + + if value_combo is not None: + value_combo.setVisible(False) + value_combo.setEnabled(False) if wrapper is not None: self._set_field_width(wrapper, 180) - - if show_value: - self._set_field_width(mode_combo, 96) - self._set_field_width(value_input, 78) - else: - self._set_field_width(mode_combo, 180) + self._set_field_width(mode_combo, 180) def _add_section_row(self, layout, row, text, widget, tracker=None): label = self._create_label(text) @@ -1676,21 +2575,23 @@ def _on_design_changed(self, text): toggle_targets = ( self.type_combo, self.symmetry_combo, - self.total_depth_input, - self.top_width_input, - self.bottom_width_input, ) for widget in toggle_targets: widget.setEnabled(is_custom) if not is_custom: self._lock_type_to_welded() self._reset_section_state() + self._update_dimension_field_mode() self._apply_type_state() def _on_type_changed(self, text): self._apply_type_state() self._update_preview() + def _on_support_type_changed(self, support_type: str) -> None: + """Handle Support Type change.""" + self._mark_current_member_dirty() + def _apply_type_state(self): is_welded = self.type_combo.currentText().lower() == "welded" is_custom = self.design_combo.currentText().lower() == "customized" @@ -1703,16 +2604,18 @@ def _apply_type_state(self): widget.setVisible(is_welded) self.symmetry_combo.setEnabled(is_welded and is_custom) + # Dimension rows remain enabled in Optimized mode so "Set Bounds" stays clickable. + for widget in (self.total_depth_widget, self.top_width_widget, self.bottom_width_widget): + widget.setVisible(is_welded) + widget.setEnabled(is_welded) + plate_widgets = ( - self.total_depth_input, self.web_thickness_widget, - self.top_width_input, self.top_thickness_widget, - self.bottom_width_input, self.bottom_thickness_widget, ) for widget in plate_widgets: - widget.setEnabled(is_welded and is_custom) + widget.setEnabled(is_welded) widget.setVisible(is_welded) for label, widget in self.web_type_row: @@ -1723,6 +2626,7 @@ def _apply_type_state(self): self.is_section_combo.setVisible(not is_welded) self.is_section_combo.setEnabled(not is_welded) self._update_thickness_value_enabled_state() + self._update_dimension_field_mode() def _lock_type_to_welded(self): welded_index = self.type_combo.findText("Welded", Qt.MatchFixedString) @@ -1755,8 +2659,7 @@ def _update_distance_field_states(self): def _on_span_changed(self, span_text): # Preserve legacy span-mode behavior for total span editability. - is_full = (span_text or "").strip() == "Full Length" - self.length_input.setReadOnly(is_full) + self.length_input.setReadOnly(True) self._initialize_segment_chain_if_needed() self._refresh_segment_list(self._current_girder) @@ -1893,6 +2796,7 @@ def _create_inner_box(self): def _create_small_label(self, text): """Create a smaller label for compact layouts""" label = QLabel(text) + label.setTextFormat(Qt.RichText) label.setStyleSheet(""" QLabel { color: #2b2b2b; @@ -2028,6 +2932,7 @@ def _gather_welded_dimensions(self): "web_thickness_mm": web_thickness, "top_flange_thickness_mm": top_thickness, "bottom_flange_thickness_mm": bottom_thickness, + "support_width_mm": self._parse_float(self.support_width_input.text()) or 0.0, } def _update_section_properties(self): @@ -2257,6 +3162,7 @@ def _reset_combo(combo: QComboBox, index: int = 0): self.span_combo, self.design_combo, self.type_combo, + self.support_type_combo, self.symmetry_combo, self.web_thickness_combo, self.top_thickness_combo, @@ -2290,11 +3196,19 @@ def _reset_combo(combo: QComboBox, index: int = 0): self.web_thickness_value_input, self.top_thickness_value_input, self.bottom_thickness_value_input, + self.support_width_input, ): previous = field.blockSignals(True) field.clear() field.blockSignals(previous) + self._dimension_bounds = { + "total_depth": {"lower": 200.0, "upper": 2000.0, "increment": 25.0}, + "top_width": {"lower": 100.0, "upper": 1000.0, "increment": 10.0}, + "bottom_width": {"lower": 100.0, "upper": 1000.0, "increment": 10.0}, + } + self._refresh_bounds_tooltips() + self._on_design_changed(self.design_combo.currentText()) self._on_type_changed(self.type_combo.currentText()) self._update_preview() @@ -2341,17 +3255,23 @@ def collect_data(self) -> dict: # Treat the dialog-level Save as committing the current Member ID. if self._is_current_member_dirty(): self._commit_current_member_state() + # Save action marks member edits clean for this session. + self._dirty_members.clear() welded_inputs = { "total_depth_mm": self.total_depth_input.text().strip(), "top_flange_width_mm": self.top_width_input.text().strip(), "bottom_flange_width_mm": self.bottom_width_input.text().strip(), + "total_depth_bounds": dict(self._dimension_bounds.get("total_depth") or {}), + "top_flange_width_bounds": dict(self._dimension_bounds.get("top_width") or {}), + "bottom_flange_width_bounds": dict(self._dimension_bounds.get("bottom_width") or {}), "web_thickness_mode": self.web_thickness_combo.currentText(), "top_thickness_mode": self.top_thickness_combo.currentText(), "bottom_thickness_mode": self.bottom_thickness_combo.currentText(), "web_thickness_value_mm": self.web_thickness_value_input.text().strip(), "top_thickness_value_mm": self.top_thickness_value_input.text().strip(), "bottom_thickness_value_mm": self.bottom_thickness_value_input.text().strip(), + "support_width_mm": self.support_width_input.text().strip(), } properties_snapshot = { label: field.text().strip() diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/stiffener_details_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/stiffener_details_tab.py index 82fff7d4b..7561a4d0f 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/stiffener_details_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/stiffener_details_tab.py @@ -46,6 +46,7 @@ def __init__(self, parent=None): def init_ui(self): combo_width = 190 # keep all combo boxes strictly same width + self._form_label_width = 245 main_layout = QVBoxLayout(self) main_layout.setContentsMargins(0, 0, 0, 0) @@ -121,7 +122,7 @@ def init_ui(self): inputs_grid.setContentsMargins(0, 0, 0, 0) inputs_grid.setHorizontalSpacing(12) inputs_grid.setVerticalSpacing(10) - inputs_grid.setColumnMinimumWidth(0, 220) + inputs_grid.setColumnMinimumWidth(0, self._form_label_width) inputs_grid.setColumnStretch(0, 0) inputs_grid.setColumnStretch(1, 1) @@ -133,7 +134,7 @@ def init_ui(self): row = self._add_form_row( inputs_grid, 0, - "No. of Bearing Stiffeners at each end (on one side only):", + "No. of Bearing Stiffeners at each end\n(on one side only):", self.bearing_count_combo, ) @@ -147,8 +148,11 @@ def init_ui(self): self.bearing_outstand_input = QTextEdit() self.bearing_outstand_input.setReadOnly(True) self.bearing_outstand_input.setText(OUTSTAND_DEFAULT_TEXT) - self.bearing_outstand_input.setFixedHeight(34) + self.bearing_outstand_input.setFixedHeight(28) self.bearing_outstand_input.setFixedWidth(combo_width) + self.bearing_outstand_input.setVerticalScrollBarPolicy(Qt.ScrollBarAlwaysOff) + self.bearing_outstand_input.setHorizontalScrollBarPolicy(Qt.ScrollBarAlwaysOff) + self.bearing_outstand_input.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) self.bearing_outstand_input.setStyleSheet( "QTextEdit { border: 1px solid #d0d0d0; border-radius: 6px; background: #ffffff; " "color: #5b5b5b; font-size: 11px; }" @@ -166,6 +170,8 @@ def init_ui(self): self.intermediate_spacing_input.setValidator(QIntValidator(1, 10**9, self.intermediate_spacing_input)) apply_field_style(self.intermediate_spacing_input) self.intermediate_spacing_input.setPlaceholderText("NA") + self.intermediate_spacing_input.setFixedWidth(combo_width) + self.intermediate_spacing_input.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) row = self._add_form_row(inputs_grid, row, "Intermediate Stiffener Spacing:", self.intermediate_spacing_input) self.intermediate_thick_combo = QComboBox() @@ -178,8 +184,11 @@ def init_ui(self): self.intermediate_outstand_input = QTextEdit() self.intermediate_outstand_input.setReadOnly(True) self.intermediate_outstand_input.setText(OUTSTAND_DEFAULT_TEXT) - self.intermediate_outstand_input.setFixedHeight(34) + self.intermediate_outstand_input.setFixedHeight(28) self.intermediate_outstand_input.setFixedWidth(combo_width) + self.intermediate_outstand_input.setVerticalScrollBarPolicy(Qt.ScrollBarAlwaysOff) + self.intermediate_outstand_input.setHorizontalScrollBarPolicy(Qt.ScrollBarAlwaysOff) + self.intermediate_outstand_input.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) self.intermediate_outstand_input.setStyleSheet( "QTextEdit { border: 1px solid #d0d0d0; border-radius: 6px; background: #ffffff; " "color: #5b5b5b; font-size: 11px; }" @@ -210,7 +219,7 @@ def init_ui(self): buckling_grid.setContentsMargins(0, 0, 0, 0) buckling_grid.setHorizontalSpacing(12) buckling_grid.setVerticalSpacing(10) - buckling_grid.setColumnMinimumWidth(0, 180) + buckling_grid.setColumnMinimumWidth(0, self._form_label_width) self.method_combo = QComboBox() self.method_combo.addItems(VALUES_STIFFENER_DESIGN) @@ -291,6 +300,10 @@ def _create_label(self, text): label = QLabel(text) label.setStyleSheet("font-size: 11px; color: #3a3a3a; border: none;") label.setWordWrap(True) + label_width = int(getattr(self, "_form_label_width", 245) or 245) + label.setMinimumWidth(label_width) + label.setMaximumWidth(label_width) + label.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Preferred) return label def _add_form_row(self, layout, row, text, widget): diff --git a/src/osdagbridge/desktop/ui/docks/input_dock.py b/src/osdagbridge/desktop/ui/docks/input_dock.py index 8f32878d9..91e5af80f 100644 --- a/src/osdagbridge/desktop/ui/docks/input_dock.py +++ b/src/osdagbridge/desktop/ui/docks/input_dock.py @@ -56,6 +56,8 @@ def __init__(self, backend, parent): # Bottom action buttons (wired in build_left_panel). self.save_input_btn = None self.design_btn = None + self.design_mode_combo = None + self._current_design_mode = "Optimized" self.setStyleSheet("background: transparent;") self.main_layout = QHBoxLayout(self) @@ -752,6 +754,11 @@ def show_additional_inputs(self): except Exception: pass + try: + self.additional_inputs.set_member_properties_design_mode(self._get_basic_design_mode()) + except Exception: + pass + # Capture state when dialog closes. try: self.additional_inputs.finished.connect(self._handle_additional_inputs_closed) @@ -1196,6 +1203,8 @@ def _push_backend_value(self, key: str, value): def _register_input_widget(self, key, widget): if key == KEY_STRUCTURE_TYPE: self.structure_type_combo = widget + elif key == "Design": + self.design_mode_combo = widget elif key == KEY_SPAN: self.span_input = widget elif key == KEY_CARRIAGEWAY_WIDTH: @@ -1249,6 +1258,28 @@ def _apply_field_specific_config(self, key, widget, metadata): idx = widget.findText(default_value) if idx >= 0: widget.setCurrentIndex(idx) + elif key == "Design" and hasattr(widget, "currentTextChanged"): + widget.currentTextChanged.connect(self._on_design_mode_changed) + self._on_design_mode_changed(widget.currentText()) + + def _get_basic_design_mode(self) -> str: + if self.design_mode_combo is not None and hasattr(self.design_mode_combo, "currentText"): + value = str(self.design_mode_combo.currentText() or "").strip() + if value: + return value + value = str(getattr(self, "_current_design_mode", "") or "").strip() + return value or "Optimized" + + def _on_design_mode_changed(self, mode_text: str) -> None: + mode = str(mode_text or "").strip() or "Optimized" + self._current_design_mode = mode + + if self.additional_inputs is not None: + try: + if hasattr(self.additional_inputs, "set_member_properties_design_mode"): + self.additional_inputs.set_member_properties_design_mode(mode) + except Exception: + pass def _finalize_section_contexts(self): for context in self.section_contexts.values(): From 7fdc01e19dcc6fa8719329dd6afc9cbc5a9b532a Mon Sep 17 00:00:00 2001 From: Manav Sharma Date: Thu, 29 Jan 2026 20:46:03 +0530 Subject: [PATCH 057/225] Add BFS girder identification and element connectivity output --- .../bridge_types/plate_girder/analyser.py | 45 +- .../plate_girder/analysis_results.py | 462 ++++++++++++++++++ 2 files changed, 491 insertions(+), 16 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/analyser.py b/src/osdagbridge/core/bridge_types/plate_girder/analyser.py index 8768ff8bd..3628a5626 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/analyser.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/analyser.py @@ -5,6 +5,7 @@ from osdagbridge.core.utils.common import * from osdagbridge.core.bridge_types.plate_girder.bridge_geometry import * import warnings +from osdagbridge.core.bridge_types.plate_girder.analysis_results import PlateGirderAnalysisResults class BridgeGrillageModel: @@ -1076,16 +1077,17 @@ def add_vehicle_load_with_moving_path( "moving_load_case": moving_lc, "moving_path": path, } - def analyze(self, model=None): + model = model or self.model if model is None: - raise ValueError("Model is not available. Create model before adding loads.") - # Analysis + raise ValueError("Model not created") + model.analyze() - # results = model.get_results(load_case=['girder self weight', 'Deck slab load', 'Wearing course self weight', 'Footpath load', 'Crash barrier load', 'Railing load', 'Median load']) + # results = model.get_results(load_case=['girder self weight', 'Deck slab load', 'Wearing course self weight', + # 'Footpath load', 'Crash barrier load', 'Railing load', 'Median load']) results = model.get_results() print("results") print(results) @@ -1096,19 +1098,19 @@ def analyze(self, model=None): df = Fy.to_pandas() df.to_excel("Mz_results_moving1.xlsx") - girder_results = model.get_results(load_case=[ 'girder self weight']) - print("girder_sw_results") - print(girder_results) - - # extract elements and nodes of beam 1 - member_name = "exterior_main_beam_1" - - # get the tag of elements and nodes - ext_beam_elements = model.get_element(member=member_name, options="elements",) - print(f"The element tags for Beam 1 is {ext_beam_elements}") + results = model.get_results( + load_case=[ + "girder self weight", + "Deck slab load", + "Wearing course self weight", + "Footpath load", + "Crash barrier load", + "Railing load", + "Median load" + ] + ) - ext_beam_nodes = model.get_element(member=member_name, options="nodes") - print(f"The node tags for Beam 1 is {ext_beam_nodes[0]}") + return results def plot(self, model=None): model = model or self.model @@ -1186,3 +1188,14 @@ def plot(self, model=None): bridge.create_moving_vehicle_load_cases() bridge.analyze() # bridge.plot() + bridge.plot() + + results = bridge.analyze() + + result_handler = PlateGirderAnalysisResults( + dataset=results, + model=bridge.model + ) + + result_handler.run_interactive_viewer() + diff --git a/src/osdagbridge/core/bridge_types/plate_girder/analysis_results.py b/src/osdagbridge/core/bridge_types/plate_girder/analysis_results.py index e69de29bb..a6db0a869 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/analysis_results.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/analysis_results.py @@ -0,0 +1,462 @@ +# ============================================================ +# Plate Girder Analysis Results +# ============================================================ +# 1. Reads OpenSees result dataset (forces, moments) +# 2. Builds logical girders using BFS +# 3. Allows girder-wise interactive result viewing +# ============================================================ + +import math +from collections import defaultdict, deque +import openseespy.opensees as ops + + +class PlateGirderAnalysisResults: + + # ======================================================== + # INITIALIZATION + # ======================================================== + def __init__(self, dataset, model): #storing analysis result + self.ds = dataset + self.model = model + + + # ======================================================== + # DATASET BASED RESULTS (FORCES / MOMENTS) + # ======================================================== + def get_beam_element_results(self, element_ids, loadcase, component): #reads beam force and moment + + results = {} + + for eid in element_ids: + try: + val = self.ds.sel( + Loadcase=loadcase, + Element=eid, + Component=component + )["forces"] + + results[eid] = val.values + except Exception: + results[eid] = None + + return results + + + def get_available_loadcases(self): #get loadcases + return list(self.ds.coords["Loadcase"].values) + + + # ======================================================== + # OPENSEES NODAL DEFLECTION (FINAL STATE) + # ======================================================== + def get_girder_deflection(self, girder_nodes, direction): #give total deflection + + dof_map = {"x": 1, "y": 2, "z": 3} + dof = dof_map[direction] + + disp = {} + for n in girder_nodes: + try: + disp[n] = ops.nodeDisp(n, dof) + except Exception: + disp[n] = 0.0 + + return disp + # ======================================================== + # OPENSEES DEFLECTION PER LOADCASE (RE-ANALYSIS) + # ======================================================== + def get_deflection_per_loadcase(self, girder_nodes, loadcase, direction): + + dof_map = {"x": 1, "y": 2, "z": 3} + dof = dof_map[direction] + + # reset previous analysis + ops.wipeAnalysis() + + # analyze only this loadcase + self.model.analyze(load_case=[loadcase]) + + disp = {} + for n in girder_nodes: + try: + disp[n] = ops.nodeDisp(n, dof) + except Exception: + disp[n] = 0.0 + + return disp + + + # ======================================================== + # GRILLAGE CONNECTIVITY + # ======================================================== + def build_grillage_connectivity(self): #connectivity between nodes[raph for bfs] + + nodes = {} + for n in ops.getNodeTags(): + nodes[n] = ops.nodeCoord(n) + + elements = {} + for e in ops.getEleTags(): + elements[e] = ops.eleNodes(e) + + adj = defaultdict(set) + + for conn in elements.values(): + if len(conn) != 2: + continue # safety + + n1, n2 = conn + + adj[n1].add(n2) + adj[n2].add(n1) + + return nodes, elements, adj + + + # ======================================================== + # BFS SHORTEST PATH + # ======================================================== + def bfs_shortest_path(self, adj, start, end): + # finds path shortest + queue = deque([[start]]) + visited = {start} + + while queue: + path = queue.popleft() + node = path[-1] + + if node == end: + return path + + for nbr in adj[node]: + if nbr not in visited: + visited.add(nbr) + queue.append(path + [nbr]) + + return None + + def get_elements_along_path(self, path, elements): + """ + Returns: + - list of element IDs along the path + - list of (eid, n1, n2) connectivity + """ + + path_elements = [] + element_map = [] + + for i in range(len(path) - 1): + n1 = path[i] + n2 = path[i + 1] + + for eid, conn in elements.items(): + if set(conn) == {n1, n2}: + path_elements.append(eid) + element_map.append((eid, n1, n2)) + break + + return path_elements, element_map + + # ======================================================== + # PATH LENGTH COMPUTATION + # ======================================================== + def compute_path_distance(self, nodes, path): + # calculate girder length + dist = 0.0 + for i in range(len(path) - 1): + x1, y1, z1 = nodes[path[i]] + x2, y2, z2 = nodes[path[i + 1]] + + dist += math.sqrt( + (x2 - x1) ** 2 + + (y2 - y1) ** 2 + + (z2 - z1) ** 2 + ) + + return dist + + + def get_elements_along_path(self, path, elements): + """ + Returns: + - list of element IDs along the girder + - connectivity info for printing + """ + + path_elements = [] + element_map = [] + + for eid, conn in elements.items(): + if len(conn) != 2: + continue + + n1, n2 = conn + + # element lies on girder if both nodes are in BFS path + if n1 in path and n2 in path: + path_elements.append(eid) + element_map.append((eid, n1, n2)) + + return path_elements, element_map + # ======================================================== + # BUILD LOGICAL GIRDERS (g1, g2, g3...) + # ======================================================== + def build_girders(self): #create girder + + nodes, elements, adj = self.build_grillage_connectivity() + + start_nodes = self.model.get_element( + member="start_edge", options="nodes" + ) + end_nodes = self.model.get_element( + member="end_edge", options="nodes" + ) + + print("\nStart edge nodes :", start_nodes) + print("End edge nodes :", end_nodes) + + # span length + x_coords = [c[0] for c in nodes.values()] + span_length = max(x_coords) - min(x_coords) + + print(f"\nSpan length from geometry = {span_length}\n") + + girder_map = {} + + for i, (s, e) in enumerate(zip(start_nodes, end_nodes), start=1): + path = self.bfs_shortest_path(adj, s, e) + path_elements, element_map = self.get_elements_along_path(path, elements) + length = self.compute_path_distance(nodes, path) + + status = "VERIFIED" if abs(length - span_length) < 1e-6 else "NOT MATCHING" + + print("----------------------------------------") + print(f"Girder g{i}") + print("----------------------------------------") + + print("Path :", path) + print("Elements :", path_elements) + + print("\nElement connectivity:") + for eid, n1, n2 in element_map: + print(f"{eid:<5}: {n1} -> {n2}") + + print(f"\nLength : {length:.3f} m ({status})") + print("----------------------------------------\n") + + girder_map[f"g{i}"] = { + "start": s, + "end": e, + "path": path, + "elements": path_elements, + "element_map": element_map, + "length": length + } + + return girder_map, elements + + def print_girder_paths_with_input(self): + """ + Asks user for basic grillage info and prints + girder-wise BFS paths in formatted form. + """ + + # ----------------------------- + # User input + # ----------------------------- + try: + n_long = int(input("Enter number of longitudinal beams: ")) + n_trans = int(input("Enter number of transverse slabs: ")) + spacing = float(input("Enter spacing / distance (m): ")) + except: + print("❌ Invalid input") + return + + nodes, elements, adj = self.build_grillage_connectivity() + + start_nodes = self.model.get_element( + member="start_edge", options="nodes" + ) + + end_nodes = self.model.get_element( + member="end_edge", options="nodes" + ) + + print("\nStart edge nodes:", start_nodes) + print("End edge nodes :", end_nodes) + print() + + # ----------------------------- + # Loop over girders + # ----------------------------- + for i, (s, e) in enumerate(zip(start_nodes, end_nodes), start=1): + + path = self.bfs_shortest_path(adj, s, e) + path_elements, element_map = self.get_elements_along_path(path, elements) + length = self.compute_path_distance(nodes, path) + + print("----------------------------------------") + print(f"Girder g{i}") + print("----------------------------------------") + + print(f"Start node : {s}") + print(f"End node : {e}") + print(f"Path : {path}") + print(f"Elements : {path_elements}") + + print("\nElement connectivity:") + for eid, n1, n2 in element_map: + print(f"{eid:<5}: {n1} -> {n2}") + + print(f"\nLength : {length:.3f} m") + print("----------------------------------------\n") + + # ======================================================== + # INTERACTIVE VIEWER + # ======================================================== + def run_interactive_viewer(self): + + while True: + + print("\n==============================") + print("Select Option:") + print("1. Show girder paths (BFS)") + print("2. Show analysis results") + print("0. Exit") + print("==============================") + + main_choice = input("Enter choice: ").strip() + + if main_choice == "0": + break + + # ====================================================== + # OPTION 1 → ONLY BFS / GIRDER CONNECTIVITY + # ====================================================== + if main_choice == "1": + self.print_girder_paths_with_input() + continue + + # ====================================================== + # OPTION 2 → EXISTING RESULT VIEWER (UNCHANGED) + # ====================================================== + if main_choice == "2": + + girder_map, elements = self.build_girders() + loadcases = self.get_available_loadcases() + + component_map = { + "1": "Vx_i", + "2": "Vy_i", + "3": "Vz_i", + "4": "Mx_i", + "5": "My_i", + "6": "Mz_i", + "7": "Dx", + "8": "Dy", + "9": "Dz" + } + + while True: + + print("\nSelect Girder:") + for i, g in enumerate(girder_map.keys(), 1): + print(f"{i}. {g}") + print("0. Back") + + g = input().strip() + + if g == "0": + break + + if not g.isdigit(): + print("❌ Invalid input") + continue + + g = int(g) + if g < 1 or g > len(girder_map): + print("❌ Invalid girder number") + continue + + key = list(girder_map.keys())[g - 1] + girder = girder_map[key] + girder_nodes = girder["path"] + + girder_elements = [ + eid for eid, conn in elements.items() + if conn[0] in girder_nodes and conn[1] in girder_nodes + ] + + # ================= LOADCASE LOOP ================= + while True: + + print("\nSelect Loadcase:") + for i, lc in enumerate(loadcases, 1): + print(f"{i}. {lc}") + print("0. Back") + + lc_in = input().strip() + + if lc_in == "0": + break + + if not lc_in.isdigit(): + print("❌ Invalid input") + continue + + lc_in = int(lc_in) + if lc_in < 1 or lc_in > len(loadcases): + print("❌ Invalid loadcase") + continue + + lc = loadcases[lc_in - 1] + + # ================= RESULT TYPE LOOP ================= + while True: + + print("\nSelect Result Type:") + for k, v in component_map.items(): + print(f"{k}. {v}") + print("0. Back") + + r = input().strip() + + if r == "0": + break + + if r not in component_map: + print("❌ Invalid selection") + continue + + comp = component_map[r] + + # ---------------- DEFLECTION ---------------- + if comp in ["Dx", "Dy", "Dz"]: + + direction = comp[-1].lower() + + disp = self.get_deflection_per_loadcase( + girder_nodes, lc, direction + ) + + print(f"\nDeflection ({comp}) | {lc}") + print("--------------------------------") + for n, v in disp.items(): + print(f"Node {n}: {v}") + print("--------------------------------") + continue + + # ---------------- FORCES ---------------- + res = self.get_beam_element_results( + girder_elements, lc, comp + ) + + print(f"\nResults | {key} | {lc} | {comp}") + for eid, val in res.items(): + print(f"Element {eid}: {val}") + + continue + + else: + print("❌ Invalid option") \ No newline at end of file From 48d0c3dd0d4157a30343014291de549450957c63 Mon Sep 17 00:00:00 2001 From: Manav Sharma Date: Mon, 9 Feb 2026 17:57:55 +0530 Subject: [PATCH 058/225] Add plots widget using analysis_results dataset and integrate girder force extraction Added plots widget + analysis integration Added plots widget + analysis integration Updated analysis results logic fixed the irregularities in output of data WIP: plots widget updates Plot Widget Changes Add plots widget using analysis_results dataset and integrate girder force extraction Added plots widget + analysis integration fixed the irregularities in output of data WIP: plots widget updates Plot Widget Changes --- .gitignore | 22 +- mat_lib.json | 162 +++ .../bridge_types/plate_girder/analyser.py | 4 + .../plate_girder/analysis_results.py | 296 ++--- .../bridge_types/plate_girder/mat_lib.json | 162 +++ .../plate_girder/plategirderbridge.py | 442 ------- .../bridge_types/plate_girder/plots_widget.py | 1174 +++++++++++++++++ 7 files changed, 1668 insertions(+), 594 deletions(-) create mode 100644 mat_lib.json create mode 100644 src/osdagbridge/core/bridge_types/plate_girder/mat_lib.json delete mode 100644 src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py create mode 100644 src/osdagbridge/core/bridge_types/plate_girder/plots_widget.py diff --git a/.gitignore b/.gitignore index 51234242b..116fc130d 100644 --- a/.gitignore +++ b/.gitignore @@ -1,4 +1,24 @@ -# Byte-compiled / optimized / DLL files +# Mac +.DS_Store + +# IDE +.idea/ + +# Python env +osdagbridge-env/ +venv/ +env/ + +# Sub repos / libs +ospgrillage/ + +# Temp plots +temp_plot.html +*.html + +# Python cache +__pycache__/ +*.pyc# Byte-compiled / optimized / DLL files */__pycache__/ *.py[codz] *$py.class diff --git a/mat_lib.json b/mat_lib.json new file mode 100644 index 000000000..b5407cafe --- /dev/null +++ b/mat_lib.json @@ -0,0 +1,162 @@ +{ + "concrete": { + "AS5100-2017": { + "units": "SI", + "25MPa": { + "fc": 25, + "E": 26.7, + "v": 0.2, + "rho": 2400.0 + }, + "32MPa": { + "fc": 32, + "E": 30.1, + "v": 0.2, + "rho": 2400.0 + }, + "40MPa": { + "fc": 40, + "E": 32.8, + "v": 0.2, + "rho": 2400.0 + }, + "50MPa": { + "fc": 50, + "E": 34.8, + "v": 0.2, + "rho": 2400.0 + }, + "65MPa": { + "fc": 65, + "E": 37.4, + "v": 0.2, + "rho": 2400.0 + }, + "80MPa": { + "fc": 80, + "E": 39.6, + "v": 0.2, + "rho": 2400.0 + }, + "100MPa": { + "fc": 100, + "E": 42.2, + "v": 0.2, + "rho": 2400.0 + } + }, + "AASHTO-LRFD-8th": { + "units": "SI", + "2.4ksi": { + "fc": 16.55, + "E": 23.2223, + "v": 0.2, + "rho": 2402.7 + }, + "3.0ksi": { + "fc": 20.68, + "E": 24.997, + "v": 0.2, + "rho": 2402.7 + }, + "3.6ksi": { + "fc": 24.82, + "E": 26.547, + "v": 0.2, + "rho": 2402.7 + }, + "4.0ksi": { + "fc": 27.58, + "E": 27.486, + "v": 0.2, + "rho": 2402.7 + }, + "5.0ksi": { + "fc": 34.47, + "E": 29.587, + "v": 0.2, + "rho": 2402.7 + }, + "6.0ksi": { + "fc": 41.37, + "E": 31.856, + "v": 0.2, + "rho": 2402.7 + }, + "7.5ksi": { + "fc": 51.71, + "E": 34.999, + "v": 0.2, + "rho": 2402.7 + }, + "10.0ksi": { + "fc": 68.95, + "E": 39.8, + "v": 0.2, + "rho": 2402.7 + }, + "15.0ksi": { + "fc": 103.42, + "E": 48.582, + "v": 0.2, + "rho": 2402.7 + } + } + }, + "steel": { + "AS5100.6-2004": { + "units": "SI", + "R250N": { + "fy": 250, + "E": 200.0, + "v": 0.25, + "rho": 7850 + }, + "D500N": { + "fy": 500, + "E": 200.0, + "v": 0.25, + "rho": 7850 + }, + "D500L": { + "fy": 500, + "E": 200.0, + "v": 0.25, + "rho": 7850 + } + }, + "AASHTO-LRFD-8th": { + "units": "SI", + "A615-40": { + "fy": 275.8, + "E": 200.0, + "v": 0.3, + "rho": 7849 + }, + "A615-60": { + "fy": 413.67, + "E": 200.0, + "v": 0.3, + "rho": 7849 + }, + "A615-75": { + "fy": 517.12, + "E": 200.0, + "v": 0.3, + "rho": 7849 + }, + "A615-80": { + "fy": 551.58, + "E": 200.0, + "v": 0.3, + "rho": 7849 + }, + "A615-100": { + "fy": 689.48, + "E": 200.0, + "v": 0.3, + "rho": 7849 + } + } + } +} \ No newline at end of file diff --git a/src/osdagbridge/core/bridge_types/plate_girder/analyser.py b/src/osdagbridge/core/bridge_types/plate_girder/analyser.py index 3628a5626..2385cbc9c 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/analyser.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/analyser.py @@ -1110,6 +1110,8 @@ def analyze(self, model=None): ] ) + self.dataset = results + return results def plot(self, model=None): @@ -1189,6 +1191,8 @@ def plot(self, model=None): bridge.analyze() # bridge.plot() bridge.plot() + # bridge.analyze() + # bridge.plot() results = bridge.analyze() diff --git a/src/osdagbridge/core/bridge_types/plate_girder/analysis_results.py b/src/osdagbridge/core/bridge_types/plate_girder/analysis_results.py index a6db0a869..87464c4fb 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/analysis_results.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/analysis_results.py @@ -50,41 +50,41 @@ def get_available_loadcases(self): # ======================================================== # OPENSEES NODAL DEFLECTION (FINAL STATE) # ======================================================== - def get_girder_deflection(self, girder_nodes, direction): #give total deflection - - dof_map = {"x": 1, "y": 2, "z": 3} - dof = dof_map[direction] - - disp = {} - for n in girder_nodes: - try: - disp[n] = ops.nodeDisp(n, dof) - except Exception: - disp[n] = 0.0 - - return disp - # ======================================================== - # OPENSEES DEFLECTION PER LOADCASE (RE-ANALYSIS) - # ======================================================== - def get_deflection_per_loadcase(self, girder_nodes, loadcase, direction): - - dof_map = {"x": 1, "y": 2, "z": 3} - dof = dof_map[direction] - - # reset previous analysis - ops.wipeAnalysis() - - # analyze only this loadcase - self.model.analyze(load_case=[loadcase]) - - disp = {} - for n in girder_nodes: - try: - disp[n] = ops.nodeDisp(n, dof) - except Exception: - disp[n] = 0.0 - - return disp + # def get_girder_deflection(self, girder_nodes, direction): #give total deflection + # + # dof_map = {"x": 1, "y": 2, "z": 3} + # dof = dof_map[direction] + # + # disp = {} + # for n in girder_nodes: + # try: + # disp[n] = ops.nodeDisp(n, dof) + # except Exception: + # disp[n] = 0.0 + # + # return disp + # # ======================================================== + # # OPENSEES DEFLECTION PER LOADCASE (RE-ANALYSIS) + # # ======================================================== + # def get_deflection_per_loadcase(self, girder_nodes, loadcase, direction): + # + # dof_map = {"x": 1, "y": 2, "z": 3} + # dof = dof_map[direction] + # + # # reset previous analysis + # ops.wipeAnalysis() + # + # # analyze only this loadcase + # self.model.analyze(load_case=[loadcase]) + # + # disp = {} + # for n in girder_nodes: + # try: + # disp[n] = ops.nodeDisp(n, dof) + # except Exception: + # disp[n] = 0.0 + # + # return disp # ======================================================== @@ -176,51 +176,35 @@ def compute_path_distance(self, nodes, path): return dist - - def get_elements_along_path(self, path, elements): - """ - Returns: - - list of element IDs along the girder - - connectivity info for printing - """ - - path_elements = [] - element_map = [] - - for eid, conn in elements.items(): - if len(conn) != 2: - continue - - n1, n2 = conn - - # element lies on girder if both nodes are in BFS path - if n1 in path and n2 in path: - path_elements.append(eid) - element_map.append((eid, n1, n2)) - - return path_elements, element_map # ======================================================== # BUILD LOGICAL GIRDERS (g1, g2, g3...) # ======================================================== - def build_girders(self): #create girder + def build_girders(self, verbose=True): nodes, elements, adj = self.build_grillage_connectivity() - start_nodes = self.model.get_element( - member="start_edge", options="nodes" - ) - end_nodes = self.model.get_element( - member="end_edge", options="nodes" - ) + # AUTO EXTRACT START / END + x_coords = {n: coord[0] for n, coord in nodes.items()} + + min_x = min(x_coords.values()) + max_x = max(x_coords.values()) + + start_nodes = [n for n, x in x_coords.items() if x == min_x] + end_nodes = [n for n, x in x_coords.items() if x == max_x] + + start_nodes.sort(key=lambda n: nodes[n][2]) + end_nodes.sort(key=lambda n: nodes[n][2]) - print("\nStart edge nodes :", start_nodes) - print("End edge nodes :", end_nodes) + if verbose: + print("\nStart edge nodes :", start_nodes) + print("End edge nodes :", end_nodes) # span length x_coords = [c[0] for c in nodes.values()] span_length = max(x_coords) - min(x_coords) - print(f"\nSpan length from geometry = {span_length}\n") + if verbose: + print(f"\nSpan length from geometry = {span_length}\n") girder_map = {} @@ -231,19 +215,20 @@ def build_girders(self): status = "VERIFIED" if abs(length - span_length) < 1e-6 else "NOT MATCHING" - print("----------------------------------------") - print(f"Girder g{i}") - print("----------------------------------------") + if verbose: + print("----------------------------------------") + print(f"Girder g{i}") + print("----------------------------------------") - print("Path :", path) - print("Elements :", path_elements) + print("Path :", path) + print("Elements :", path_elements) - print("\nElement connectivity:") - for eid, n1, n2 in element_map: - print(f"{eid:<5}: {n1} -> {n2}") + print("\nElement connectivity:") + for eid, n1, n2 in element_map: + print(f"{eid:<5}: {n1} -> {n2}") - print(f"\nLength : {length:.3f} m ({status})") - print("----------------------------------------\n") + print(f"\nLength : {length:.3f} m ({status})") + print("----------------------------------------\n") girder_map[f"g{i}"] = { "start": s, @@ -256,65 +241,42 @@ def build_girders(self): return girder_map, elements - def print_girder_paths_with_input(self): - """ - Asks user for basic grillage info and prints - girder-wise BFS paths in formatted form. + # ======================================================== + # PRINT SINGLE GIRDER (FORMATTED) + # ======================================================== + def print_single_girder(self, girder_key): """ + Prints one girder in formatted report style. - # ----------------------------- - # User input - # ----------------------------- - try: - n_long = int(input("Enter number of longitudinal beams: ")) - n_trans = int(input("Enter number of transverse slabs: ")) - spacing = float(input("Enter spacing / distance (m): ")) - except: - print("❌ Invalid input") - return - - nodes, elements, adj = self.build_grillage_connectivity() - - start_nodes = self.model.get_element( - member="start_edge", options="nodes" - ) - - end_nodes = self.model.get_element( - member="end_edge", options="nodes" - ) - - print("\nStart edge nodes:", start_nodes) - print("End edge nodes :", end_nodes) - print() + Example input: + g1 + g2 + g3 + """ - # ----------------------------- - # Loop over girders - # ----------------------------- - for i, (s, e) in enumerate(zip(start_nodes, end_nodes), start=1): + girder_map, _ = self.build_girders() - path = self.bfs_shortest_path(adj, s, e) - path_elements, element_map = self.get_elements_along_path(path, elements) - length = self.compute_path_distance(nodes, path) + if girder_key not in girder_map: + print("❌ Girder not found") + return - print("----------------------------------------") - print(f"Girder g{i}") - print("----------------------------------------") + girder = girder_map[girder_key] - print(f"Start node : {s}") - print(f"End node : {e}") - print(f"Path : {path}") - print(f"Elements : {path_elements}") + print("----------------------------------------") + print(f"Girder {girder_key}") + print("----------------------------------------") - print("\nElement connectivity:") - for eid, n1, n2 in element_map: - print(f"{eid:<5}: {n1} -> {n2}") + print(f"Start node : {girder['start']}") + print(f"End node : {girder['end']}") + print(f"Path : {girder['path']}") + print(f"Elements : {girder['elements']}") - print(f"\nLength : {length:.3f} m") - print("----------------------------------------\n") + print("\nElement connectivity:") + for eid, n1, n2 in girder["element_map"]: + print(f"{eid:<5}: {n1} -> {n2}") - # ======================================================== - # INTERACTIVE VIEWER - # ======================================================== + print(f"\nLength : {girder['length']:.3f} m") + print("----------------------------------------") def run_interactive_viewer(self): while True: @@ -332,18 +294,49 @@ def run_interactive_viewer(self): break # ====================================================== - # OPTION 1 → ONLY BFS / GIRDER CONNECTIVITY + # OPTION 1 → SHOW SINGLE GIRDER PATH # ====================================================== if main_choice == "1": - self.print_girder_paths_with_input() + + # Build WITHOUT printing + girder_map, _ = self.build_girders(verbose=False) + + print("\nAvailable Girders:") + for g in girder_map.keys(): + print(g) + + key = input("\nEnter girder : ").strip() + + if key not in girder_map: + print("❌ Invalid girder") + continue + + girder = girder_map[key] + + print("\n----------------------------------------") + print(f"Girder {key}") + print("----------------------------------------") + print(f"Start node : {girder['start']}") + print(f"End node : {girder['end']}") + print(f"Node Path : {girder['path']}") + print(f"Elements : {girder['elements']}") + + print("\nElement connectivity:") + for eid, n1, n2 in girder["element_map"]: + print(f"{eid:<5}: {n1} -> {n2}") + + print(f"\nLength : {girder['length']:.3f} m") + print("----------------------------------------") + continue + # ====================================================== - # OPTION 2 → EXISTING RESULT VIEWER (UNCHANGED) + # OPTION 2 → EXISTING RESULT VIEWER # ====================================================== if main_choice == "2": - girder_map, elements = self.build_girders() + girder_map, elements = self.build_girders(verbose=False) loadcases = self.get_available_loadcases() component_map = { @@ -353,9 +346,9 @@ def run_interactive_viewer(self): "4": "Mx_i", "5": "My_i", "6": "Mz_i", - "7": "Dx", - "8": "Dy", - "9": "Dz" + # "7": "Dx", + # "8": "Dy", + # "9": "Dz" } while True: @@ -411,7 +404,8 @@ def run_interactive_viewer(self): continue lc = loadcases[lc_in - 1] - + import plots_widget + plots_widget.CURRENT_LOADCASE = lc # ================= RESULT TYPE LOOP ================= while True: @@ -432,20 +426,20 @@ def run_interactive_viewer(self): comp = component_map[r] # ---------------- DEFLECTION ---------------- - if comp in ["Dx", "Dy", "Dz"]: - - direction = comp[-1].lower() - - disp = self.get_deflection_per_loadcase( - girder_nodes, lc, direction - ) - - print(f"\nDeflection ({comp}) | {lc}") - print("--------------------------------") - for n, v in disp.items(): - print(f"Node {n}: {v}") - print("--------------------------------") - continue + # if comp in ["Dx", "Dy", "Dz"]: + # + # direction = comp[-1].lower() + # + # disp = self.get_deflection_per_loadcase( + # girder_nodes, lc, direction + # ) + # + # print(f"\nDeflection ({comp}) | {lc}") + # print("--------------------------------") + # for n, v in disp.items(): + # print(f"Node {n}: {v}") + # print("--------------------------------") + # continue # ---------------- FORCES ---------------- res = self.get_beam_element_results( @@ -459,4 +453,4 @@ def run_interactive_viewer(self): continue else: - print("❌ Invalid option") \ No newline at end of file + print("❌ Invalid option") diff --git a/src/osdagbridge/core/bridge_types/plate_girder/mat_lib.json b/src/osdagbridge/core/bridge_types/plate_girder/mat_lib.json new file mode 100644 index 000000000..b5407cafe --- /dev/null +++ b/src/osdagbridge/core/bridge_types/plate_girder/mat_lib.json @@ -0,0 +1,162 @@ +{ + "concrete": { + "AS5100-2017": { + "units": "SI", + "25MPa": { + "fc": 25, + "E": 26.7, + "v": 0.2, + "rho": 2400.0 + }, + "32MPa": { + "fc": 32, + "E": 30.1, + "v": 0.2, + "rho": 2400.0 + }, + "40MPa": { + "fc": 40, + "E": 32.8, + "v": 0.2, + "rho": 2400.0 + }, + "50MPa": { + "fc": 50, + "E": 34.8, + "v": 0.2, + "rho": 2400.0 + }, + "65MPa": { + "fc": 65, + "E": 37.4, + "v": 0.2, + "rho": 2400.0 + }, + "80MPa": { + "fc": 80, + "E": 39.6, + "v": 0.2, + "rho": 2400.0 + }, + "100MPa": { + "fc": 100, + "E": 42.2, + "v": 0.2, + "rho": 2400.0 + } + }, + "AASHTO-LRFD-8th": { + "units": "SI", + "2.4ksi": { + "fc": 16.55, + "E": 23.2223, + "v": 0.2, + "rho": 2402.7 + }, + "3.0ksi": { + "fc": 20.68, + "E": 24.997, + "v": 0.2, + "rho": 2402.7 + }, + "3.6ksi": { + "fc": 24.82, + "E": 26.547, + "v": 0.2, + "rho": 2402.7 + }, + "4.0ksi": { + "fc": 27.58, + "E": 27.486, + "v": 0.2, + "rho": 2402.7 + }, + "5.0ksi": { + "fc": 34.47, + "E": 29.587, + "v": 0.2, + "rho": 2402.7 + }, + "6.0ksi": { + "fc": 41.37, + "E": 31.856, + "v": 0.2, + "rho": 2402.7 + }, + "7.5ksi": { + "fc": 51.71, + "E": 34.999, + "v": 0.2, + "rho": 2402.7 + }, + "10.0ksi": { + "fc": 68.95, + "E": 39.8, + "v": 0.2, + "rho": 2402.7 + }, + "15.0ksi": { + "fc": 103.42, + "E": 48.582, + "v": 0.2, + "rho": 2402.7 + } + } + }, + "steel": { + "AS5100.6-2004": { + "units": "SI", + "R250N": { + "fy": 250, + "E": 200.0, + "v": 0.25, + "rho": 7850 + }, + "D500N": { + "fy": 500, + "E": 200.0, + "v": 0.25, + "rho": 7850 + }, + "D500L": { + "fy": 500, + "E": 200.0, + "v": 0.25, + "rho": 7850 + } + }, + "AASHTO-LRFD-8th": { + "units": "SI", + "A615-40": { + "fy": 275.8, + "E": 200.0, + "v": 0.3, + "rho": 7849 + }, + "A615-60": { + "fy": 413.67, + "E": 200.0, + "v": 0.3, + "rho": 7849 + }, + "A615-75": { + "fy": 517.12, + "E": 200.0, + "v": 0.3, + "rho": 7849 + }, + "A615-80": { + "fy": 551.58, + "E": 200.0, + "v": 0.3, + "rho": 7849 + }, + "A615-100": { + "fy": 689.48, + "E": 200.0, + "v": 0.3, + "rho": 7849 + } + } + } +} \ No newline at end of file diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py deleted file mode 100644 index fad6604b1..000000000 --- a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py +++ /dev/null @@ -1,442 +0,0 @@ -"""Main PG bridge file """ - -from __future__ import annotations - -from dataclasses import asdict, dataclass, field -from typing import Any, Callable, Dict, Mapping, Optional - -from osdagbridge.core.utils.common import ( - DEFAULT_CRASH_BARRIER_WIDTH, - DEFAULT_GIRDER_SPACING, - DEFAULT_RAILING_WIDTH, - KEY_CARRIAGEWAY_WIDTH, - KEY_CRASH_BARRIER_WIDTH, - KEY_DECK_OVERHANG, - KEY_DECK_THICKNESS, - KEY_FOOTPATH_WIDTH, - KEY_GIRDER_BOTTOM_FLANGE_WIDTH, - KEY_GIRDER_DEPTH, - KEY_GIRDER_SPACING, - KEY_GIRDER_SYMMETRY, - KEY_GIRDER_TOP_FLANGE_WIDTH, - KEY_GIRDER_TOP_FLANGE_THICKNESS, - KEY_GIRDER_WEB_THICKNESS, - KEY_INCLUDE_MEDIAN, - KEY_NO_OF_GIRDERS, - KEY_RAILING_WIDTH, - KEY_SKEW_ANGLE, - KEY_SPAN, - MIN_FOOTPATH_WIDTH, -) - -from .bridge_geometry import BridgeGeometry, CrossSectionLayout -from .cad_generator import export_step -from .designer import design -from .initial_sizing import BridgeConfigurationSolver, preliminary_sizing -from .report_generator import section_report -from .ui_fields import FrontendData -from .ui_fields_additional_input import ( - CRASH_BARRIER_TAB_SCHEMA, - DESIGN_OPTIONS_CONT_SCHEMA, - DESIGN_OPTIONS_SCHEMA, - GIRDER_DETAILS_SCHEMA, - LANE_DETAILS_TAB_SCHEMA, - LAYOUT_TAB_SCHEMA, - MEDIAN_TAB_SCHEMA, - RAILING_TAB_SCHEMA, - SUPPORT_CONDITIONS_SCHEMA, - WEARING_COURSE_TAB_SCHEMA, -) - -try: - from .dto import PlateGirderDTO -except Exception: - @dataclass - class PlateGirderDTO: - """Fallback DTO when dto.py is unavailable.""" - - name: str - - -def _first_present(source: Mapping[str, Any], *keys: str) -> Any: - for key in keys: - if key in source and source[key] not in ("", None): - return source[key] - return None - - -def _as_float(value: Any, default: float) -> float: - if value in ("", None): - return default - try: - return float(value) - except (TypeError, ValueError): - return default - - -def _as_int(value: Any, default: int) -> int: - if value in ("", None): - return default - try: - return int(float(value)) - except (TypeError, ValueError): - return default - - -def _as_bool(value: Any, default: bool = False) -> bool: - if value is None: - return default - if isinstance(value, bool): - return value - if isinstance(value, (int, float)): - return bool(value) - return str(value).strip().lower() in {"1", "true", "yes", "y"} - - -def _to_m(value: Any) -> float: - """Accept meters directly; if value looks like mm, convert to meters.""" - as_float = _as_float(value, 0.0) - return as_float / 1000.0 if as_float > 10.0 else as_float - - -@dataclass -class PlateGirderRunResult: - dto: PlateGirderDTO - initial_sizing: Dict[str, Any] = field(default_factory=dict) - geometry: Dict[str, Any] = field(default_factory=dict) - analysis: Dict[str, Any] = field(default_factory=dict) - analysis_results: Dict[str, Any] = field(default_factory=dict) - design: Dict[str, Any] = field(default_factory=dict) - modifier: Dict[str, Any] = field(default_factory=dict) - cad: Dict[str, Any] = field(default_factory=dict) - report: Dict[str, Any] = field(default_factory=dict) - - def to_dict(self) -> Dict[str, Any]: - return asdict(self) - - -class PlateGirderBridge: - """Coordinator that stitches all plate-girder modules.""" - - def __init__( - self, - basic_inputs: Optional[Mapping[str, Any]] = None, - additional_inputs: Optional[Mapping[str, Any]] = None, - modifier_hook: Optional[Callable[[PlateGirderRunResult], Dict[str, Any]]] = None, - ) -> None: - self.basic_inputs = dict(basic_inputs or {}) - self.additional_inputs = dict(additional_inputs or {}) - self.modifier_hook = modifier_hook - self._analysis_engine = None - - @staticmethod - def get_basic_input_schema() -> list: - return FrontendData().input_values() - - @staticmethod - def get_additional_input_schema() -> Dict[str, Dict[str, Any]]: - return { - "layout": LAYOUT_TAB_SCHEMA, - "crash_barrier": CRASH_BARRIER_TAB_SCHEMA, - "median": MEDIAN_TAB_SCHEMA, - "railing": RAILING_TAB_SCHEMA, - "wearing_course": WEARING_COURSE_TAB_SCHEMA, - "lane_details": LANE_DETAILS_TAB_SCHEMA, - "support_conditions": SUPPORT_CONDITIONS_SCHEMA, - "design_options": DESIGN_OPTIONS_SCHEMA, - "design_options_cont": DESIGN_OPTIONS_CONT_SCHEMA, - "girder_details": GIRDER_DETAILS_SCHEMA, - } - - def _footpath_count(self) -> int: - footpath_value = _first_present(self.basic_inputs, "footpath", "Footpath") - if footpath_value is None: - return 0 - text = str(footpath_value).strip().lower() - if "both" in text: - return 2 - if "single" in text: - return 1 - return 0 - - def _build_dto(self) -> PlateGirderDTO: - structure_name = _first_present( - self.basic_inputs, - "Structure Type", - "structure_type", - "name", - ) - return PlateGirderDTO(name=str(structure_name or "plate_girder_bridge")) - - def _run_initial_sizing(self, dto: PlateGirderDTO) -> Dict[str, Any]: - span = _as_float(_first_present(self.basic_inputs, KEY_SPAN, "span"), 33.5) - carriageway_width = _as_float( - _first_present(self.basic_inputs, KEY_CARRIAGEWAY_WIDTH, "carriageway_width"), - 10.0, - ) - no_of_footpaths = self._footpath_count() - include_median = _as_bool(_first_present(self.basic_inputs, KEY_INCLUDE_MEDIAN, "include_median")) - - crash_barrier_width = _as_float( - _first_present(self.additional_inputs, KEY_CRASH_BARRIER_WIDTH, "crash_barrier_width"), - DEFAULT_CRASH_BARRIER_WIDTH, - ) - footpath_width = _as_float( - _first_present(self.additional_inputs, KEY_FOOTPATH_WIDTH, "footpath_width"), - MIN_FOOTPATH_WIDTH if no_of_footpaths else 0.0, - ) - railing_width = _as_float( - _first_present(self.additional_inputs, KEY_RAILING_WIDTH, "railing_width"), - DEFAULT_RAILING_WIDTH if no_of_footpaths else 0.0, - ) - median_width = _as_float(_first_present(self.additional_inputs, "median_width"), 0.0) - if not include_median: - median_width = 0.0 - - n_girders = max( - 2, - _as_int(_first_present(self.additional_inputs, KEY_NO_OF_GIRDERS, "no_of_girders"), 4), - ) - girder_spacing = _as_float( - _first_present(self.additional_inputs, KEY_GIRDER_SPACING, "girder_spacing"), - DEFAULT_GIRDER_SPACING, - ) - deck_overhang = _as_float( - _first_present(self.additional_inputs, KEY_DECK_OVERHANG, "deck_overhang"), - 0.5 * DEFAULT_GIRDER_SPACING, - ) - - top_flange_w = _to_m( - _first_present(self.additional_inputs, KEY_GIRDER_TOP_FLANGE_WIDTH, "top_flange_width") - ) - bot_flange_w = _to_m( - _first_present(self.additional_inputs, KEY_GIRDER_BOTTOM_FLANGE_WIDTH, "bottom_flange_width") - ) - max_flange_width = max(top_flange_w, bot_flange_w, 0.0) - - solver = BridgeConfigurationSolver( - carriageway_width=carriageway_width, - crash_barrier_width=crash_barrier_width, - footpath_width=footpath_width, - railing_width=railing_width, - median_width=median_width, - no_of_footpaths=no_of_footpaths, - flange_width=max_flange_width, - ) - - changed_field = "girders" - if _first_present(self.additional_inputs, KEY_DECK_OVERHANG, "deck_overhang") is not None: - changed_field = "overhang" - elif _first_present(self.additional_inputs, KEY_GIRDER_SPACING, "girder_spacing") is not None: - changed_field = "spacing" - - layout_result = solver._solve_layout( - no_of_girders=n_girders, - girder_spacing=girder_spacing, - deck_overhang=deck_overhang, - changed_field=changed_field, - ) - - deck_thickness = solver.get_deck_thickness( - _as_float(_first_present(self.additional_inputs, KEY_DECK_THICKNESS, "deck_thickness"), 200.0) - ) - footpath_width_checked = solver.get_footpath_width( - user_value=footpath_width, - footpath={0: "None", 1: "Single Side", 2: "Both Sides"}.get(no_of_footpaths, "None"), - ) - section_properties = solver.compute_section_properties( - span=span, - symmetry=str( - _first_present(self.additional_inputs, KEY_GIRDER_SYMMETRY, "symmetry") - or "Girder Symmetric" - ), - user_depth=_to_m(_first_present(self.additional_inputs, KEY_GIRDER_DEPTH, "depth")), - B_top=top_flange_w, - B_bot=bot_flange_w, - t_f_top=_to_m( - _first_present(self.additional_inputs, KEY_GIRDER_TOP_FLANGE_THICKNESS, "top_flange_thickness") - ), - t_f_bot=_to_m(_first_present(self.additional_inputs, "bottom_flange_thickness")), - t_w=_to_m(_first_present(self.additional_inputs, KEY_GIRDER_WEB_THICKNESS, "web_thickness")), - ) - - return { - "legacy_initial_sizing": preliminary_sizing(dto), - "layout": asdict(layout_result), - "deck_thickness_mm": deck_thickness, - "footpath_width_m": footpath_width_checked, - "section_properties": section_properties, - "inputs_resolved": { - "span_m": span, - "carriageway_width_m": carriageway_width, - "crash_barrier_width_m": crash_barrier_width, - "railing_width_m": railing_width, - "median_width_m": median_width, - "no_of_footpaths": no_of_footpaths, - }, - } - - def _build_geometry(self, initial_sizing: Dict[str, Any]) -> Dict[str, Any]: - span = _as_float(_first_present(self.basic_inputs, KEY_SPAN, "span"), 33.5) - layout_data = initial_sizing["layout"] - resolved = initial_sizing["inputs_resolved"] - - layout = CrossSectionLayout( - carriageway_width=resolved["carriageway_width_m"], - crash_barrier_width=resolved["crash_barrier_width_m"], - railing_width=resolved["railing_width_m"], - footpath_width=initial_sizing["footpath_width_m"], - median_width=resolved["median_width_m"], - no_of_footpaths=resolved["no_of_footpaths"], - ) - geometry = BridgeGeometry(span=span, width=layout.total_width) - layout.verify_bridge_width( - num_long_grid=layout_data["no_of_girders"], - ext_to_int_dist=layout_data["girder_spacing"], - edge_beam_dist=layout_data["deck_overhang"], - tol=1e-3, - ) - - return { - "span_m": geometry.span, - "width_m": geometry.width, - "bounds": geometry.bounds(), - "cross_section": layout.describe(), - } - - def _prepare_or_run_analysis( - self, - initial_sizing: Dict[str, Any], - run_analysis: bool, - include_live_load: bool, - ) -> Dict[str, Any]: - try: - from .analyser import BridgeGrillageModel # Imported lazily: heavy deps. - except Exception as exc: - return {"status": "skipped", "reason": f"analysis backend import failed: {exc}"} - - layout = initial_sizing["layout"] - span = _as_float(_first_present(self.basic_inputs, KEY_SPAN, "span"), 33.5) - skew = _as_float(_first_present(self.basic_inputs, KEY_SKEW_ANGLE, "skew_angle"), 0.0) - - engine = BridgeGrillageModel() - engine.L = span - engine.n_l = layout["no_of_girders"] - engine.ext_to_int_dist = layout["girder_spacing"] - engine.edge_dist = layout["deck_overhang"] - engine.angle = skew - engine.create_model() - - created_dead = [] - for method_name in ( - "create_self_weight_load", - "create_deck_load", - "create_wearing_course_load", - "create_footpath_load", - "create_crash_barrier_load", - "create_railing_load", - "create_median_load", - ): - method = getattr(engine, method_name) - load_case = method() - if load_case is not None: - created_dead.append(method_name) - - created_live = [] - if include_live_load: - for method_name in ( - "create_vehicle_load_cases", - "add_vehicle_load_cases_from_combinations", - "create_moving_vehicle_load_cases", - ): - getattr(engine, method_name)() - created_live.append(method_name) - - status = "prepared" - if run_analysis: - engine.analyze() - status = "completed" - - self._analysis_engine = engine - return { - "status": status, - "dead_load_steps": created_dead, - "live_load_steps": created_live, - } - - def _collect_analysis_results(self, analysis: Dict[str, Any]) -> Dict[str, Any]: - if analysis.get("status") == "skipped": - return {"status": "skipped", "reason": analysis.get("reason")} - if analysis.get("status") != "completed": - return { - "status": "not_run", - "note": "Analysis model is prepared. Run with run_analysis=True to produce results.", - } - return {"status": "completed", "note": "Use BridgeGrillageModel results/plot APIs for detailed tables."} - - def run( - self, - *, - run_analysis: bool = False, - include_live_load: bool = True, - cad_path: Optional[str] = None, - ) -> PlateGirderRunResult: - dto = self._build_dto() - initial_sizing = self._run_initial_sizing(dto) - geometry = self._build_geometry(initial_sizing) - analysis = self._prepare_or_run_analysis(initial_sizing, run_analysis, include_live_load) - analysis_results = self._collect_analysis_results(analysis) - design_result = design(dto) - - modifier_result: Dict[str, Any] = {"status": "skipped", "reason": "no modifier hook provided"} - if self.modifier_hook is not None: - temp = PlateGirderRunResult( - dto=dto, - initial_sizing=initial_sizing, - geometry=geometry, - analysis=analysis, - analysis_results=analysis_results, - design=design_result, - ) - modifier_result = self.modifier_hook(temp) - - cad_result: Dict[str, Any] = {"status": "skipped"} - if cad_path: - export_step(dto, cad_path) - cad_result = {"status": "generated", "path": cad_path} - - report_result = section_report(dto) - - return PlateGirderRunResult( - dto=dto, - initial_sizing=initial_sizing, - geometry=geometry, - analysis=analysis, - analysis_results=analysis_results, - design=design_result, - modifier=modifier_result, - cad=cad_result, - report=report_result, - ) - - -def run_plategirder_bridge( - basic_inputs: Optional[Mapping[str, Any]] = None, - additional_inputs: Optional[Mapping[str, Any]] = None, - *, - run_analysis: bool = False, - include_live_load: bool = True, - cad_path: Optional[str] = None, - modifier_hook: Optional[Callable[[PlateGirderRunResult], Dict[str, Any]]] = None, -) -> Dict[str, Any]: - """Functional wrapper around PlateGirderBridge.""" - bridge = PlateGirderBridge( - basic_inputs=basic_inputs, - additional_inputs=additional_inputs, - modifier_hook=modifier_hook, - ) - return bridge.run( - run_analysis=run_analysis, - include_live_load=include_live_load, - cad_path=cad_path, - ).to_dict() diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plots_widget.py b/src/osdagbridge/core/bridge_types/plate_girder/plots_widget.py new file mode 100644 index 000000000..170e92eea --- /dev/null +++ b/src/osdagbridge/core/bridge_types/plate_girder/plots_widget.py @@ -0,0 +1,1174 @@ + +import sys +import openseespy.opensees as ops +from pathlib import Path +from PySide6.QtWidgets import ( + QApplication, QWidget, QVBoxLayout, QHBoxLayout, + QRadioButton, QButtonGroup, QLabel, QComboBox, QCheckBox +) +from PySide6.QtWebEngineWidgets import QWebEngineView +from PySide6.QtCore import QUrl + +import xarray as xr +import numpy as np +import plotly.graph_objects as go + +from osdagbridge.core.bridge_types.plate_girder.analyser import BridgeGrillageModel + +FORCE_MAP = { + "Fx": ("Vx_i", "Vx_j"), + "Fy": ("Vy_i", "Vy_j"), + "Fz": ("Vz_i", "Vz_j"), + "Mx": ("Mx_i", "Mx_j"), + "My": ("My_i", "My_j"), + "Mz": ("Mz_i", "Mz_j"), +} + +bridge = BridgeGrillageModel() +bridge.create_model() +bridge.create_self_weight_load() +bridge.create_deck_load() +bridge.create_wearing_course_load() +bridge.create_footpath_load() +bridge.create_crash_barrier_load() +bridge.create_railing_load() +bridge.create_median_load() +bridge.analyze() + +results = bridge.model.get_results() + +# results = convert_object_to_float(girder_results) + + +LOADCASES = [ + "girder self weight", + "Deck slab load", + "Wearing course self weight", + "Footpath load", + "Crash barrier load", + "Railing load", + "Median load", +] + +ds_all = results + + +def get_ds(loadcase): + return ds_all.sel(Loadcase=loadcase) + + +# ============================================================ +# TEMP HTML (single file, overwritten) +''' +TEMP_HTML = ( + Path(__file__).resolve() + .parent.parent.parent # (file → dir → parent → parent) + / "temp_files" + / "temp_plot.html" +) +TEMP_HTML = str(TEMP_HTML) +''' + +# Base directory (same as your logic) +BASE_DIR = ( + Path(__file__).resolve() + .parent.parent.parent +) + +# Ensure temp_files directory exists +TEMP_DIR = BASE_DIR / "temp_files" +TEMP_DIR.mkdir(parents=True, exist_ok=True) + +# Final HTML file path +TEMP_HTML = TEMP_DIR / "temp_plot.html" + +# If you really need string +TEMP_HTML = str(TEMP_HTML) + +# COMMON IMPORTS (unchanged) + + +# LOAD NODES & ELEMENT CONNECTIVITY (unchanged) + + +# -------------------------------------------------- +# Extract all nodes from in-memory OpenSees model +# ................................................... +# ============================================================ +# BUILD GEOMETRY ONCE (NO FILES, NO EXEC) +# ============================================================ + +# Node coordinates +nodes = { + int(n): list(map(float, ops.nodeCoord(n))) + for n in ops.getNodeTags() +} + +# Element connectivity +members = { + int(e): list(map(int, ops.eleNodes(e))) + for e in ops.getEleTags() +} + + +# ============================================================ +# SFD (UNCHANGED) +def build_figure_sfd(ds, force_key): + def find_component(name): + for c in ds["Component"].values: + if c.lower() == name.lower(): + return c + return None + + comp_i_name, comp_j_name = FORCE_MAP[force_key] + + comp_i = find_component(comp_i_name) + comp_j = find_component(comp_j_name) + + def get_force(elem, comp): + return float(ds["forces"].sel(Element=elem, Component=comp).values) + + # GIRDER GROUPING + Z_TOL = 3 # decimals for grouping (important!) + + node_z = {} + for n in ops.getNodeTags(): + z = float(ops.nodeCoord(n)[2]) + node_z[int(n)] = round(z, Z_TOL) + from collections import defaultdict + + girders = defaultdict(list) + + for ele in ops.getEleTags(): + n1, n2 = map(int, ops.eleNodes(ele)) + + z1 = node_z[n1] + z2 = node_z[n2] + + # only longitudinal members (same Z at both ends) + if z1 == z2: + girders[z1].append(int(ele)) + + # BUILD GIRDER POLYLINES + def build_polyline(elem_list, comp_i, comp_j): + xs, ys, zs, vals, node_ids = [], [], [], [], [] + + for e in elem_list: + n1, n2 = members[e] + x1, y1, z1 = nodes[n1] + + xs.append(x1) + ys.append(y1) + zs.append(z1) + vals.append(round(get_force(e, comp_i), 3)) + node_ids.append(n1) + + # Last end node + last_e = elem_list[-1] + n1, n2 = members[last_e] + x2, y2, z2 = nodes[n2] + + xs.append(x2) + ys.append(y2) + zs.append(z2) + vals.append(round(get_force(last_e, comp_j), 3)) + node_ids.append(n2) + + return np.array(xs), np.array(ys), np.array(zs), np.array(vals), node_ids + + # ===================== 3D STEPPED SFD ===================== + + fig_sfd = go.Figure() + + # girder_spacing = 3.0 + + for i, (gid, elems) in enumerate(girders.items()): + + xs, ys, zs, vy, node_ids = build_polyline(elems, comp_i, comp_j) + + Vy = vy.astype(float) + + # use real Z from coordinates file + z_base = np.mean(zs) # or zs[0] + + if max(Vy) - min(Vy) == 0: + shear_scale = 0.1 * abs((max(xs) - min(xs)) / (max(Vy) - 0)) + + else: + shear_scale = 0.1 * abs((max(xs) - min(xs)) / (max(Vy) - min(Vy))) + + # ---------- BASELINE (GROUND) ------------- + fig_sfd.add_trace(go.Scatter3d( + x=xs, + y=[0] * len(xs), + z=zs, # [z_base] * len(xs), + mode="lines", + line=dict(color="green", width=3), + hoverinfo="skip", + showlegend=False + )) + + # ---------- STEPPED SHEAR (MOUNTAINS) ---------- + x_step = np.repeat(xs, 2)[1:-1] + Vy_step = np.repeat(Vy[:-1], 2) + + y_step = Vy_step * shear_scale + z_step = [z_base] * len(y_step) + + fig_sfd.add_trace(go.Scatter3d( + x=x_step, + y=y_step, + z=z_step, + mode="lines", + line=dict(color="blue", width=6), + hoverinfo="text", + text=[ + # f"Girder {gid}" + f"
Node {nid}" + f"
X = {x:.3f}" + f"
{force_key} = {v:.3f}" + for x, v, nid in zip(x_step, Vy_step, np.repeat(node_ids, 2)[1:-1]) + ], + showlegend=False + )) + + # ---------- VERTICAL WALLS (CLIFFS) ---------- + + for xi, vyi in zip(xs, Vy): + if xi == xs[-1]: + fig_sfd.add_trace(go.Scatter3d( + x=[xi, xi], + y=[0, -vyi * shear_scale], + z=[z_base, z_base], + mode="lines", + line=dict(color="blue", width=4), + hoverinfo="skip", + showlegend=False + + )) + # skip end nodes + else: + fig_sfd.add_trace(go.Scatter3d( + x=[xi, xi], + y=[0, vyi * shear_scale], + z=[z_base, z_base], + mode="lines", + line=dict(color="blue", width=4), + hoverinfo="skip", + showlegend=False + + )) + # fig_bmd = go.Figure() + # ------------ SUPPORT GEOMETRY ----------- + L = max(xs) - min(xs) + h = 0.0199 * L # support height + w = 0.006 * L # support half-width + r = 0.0025 * L # roller radius + # ---------- PIN SUPPORT (START NODE) ---------- + x0, z0 = xs[0], zs[0] + + fig_sfd.add_trace(go.Scatter3d( + x=[x0 - w, x0, x0 + w, x0 - w], + y=[-h, 0, -h, -h], + z=[z0, z0, z0, z0], + mode="lines", + line=dict(color="green", width=5), + showlegend=False, + hoverinfo="skip" + )) + # ===== PIN SUPPORT BASE (GROUND + HATCH) ===== + n_hatch = 6 + hatch_len = 0.15 * h + + # ground line + fig_sfd.add_trace(go.Scatter3d( + x=[x0 - 1.3 * w, x0 + 1.3 * w], + y=[-h, -h], + z=[z_base, z_base], + mode="lines", + line=dict(color="green", width=4), + showlegend=False, + hoverinfo="skip" + )) + + # hatch lines + xs_hatch = np.linspace(x0 - 1.2 * w, x0 + 1.2 * w, n_hatch) + + for xh in xs_hatch: + fig_sfd.add_trace(go.Scatter3d( + x=[xh - 0.04 * w, xh + 0.04 * w], + y=[-h, -h - hatch_len], + z=[z_base, z_base], + mode="lines", + line=dict(color="green", width=2), + showlegend=False, + hoverinfo="skip" + )) + + # --------ROLLER SUPPORT(END NODE)-------------- + x1, z1 = xs[-1], zs[-1] + + # Triangle + fig_sfd.add_trace(go.Scatter3d( + x=[x1 - w, x1, x1 + w, x1 - w], + y=[-h, 0, -h, -h], + z=[z1, z1, z1, z1], + mode="lines", + line=dict(color="green", width=5), + showlegend=False, + hoverinfo="skip" + )) + Yb = -h # base of triangle + + # Rollers (two wheels) + theta = np.linspace(0, 2 * np.pi, 60) + + for dx in [-w / 2, w / 2]: + fig_sfd.add_trace(go.Scatter3d( + x=x1 + dx + r * np.cos(theta), + y=(Yb - r) + r * np.sin(theta), # tangent to triangle base + z=[z1] * len(theta), + mode="lines", + line=dict(color="green", width=5), + showlegend=False, + hoverinfo="skip" + )) + # ===== ROLLER SUPPORT BASE (GROUND + HATCH) ===== + # ===== ROLLER SUPPORT BASE (TANGENT TO ROLLERS) ===== + n_hatch = 6 + hatch_len = 0.15 * h + + y_ground = Yb - 2 * r # tangent to roller bottom + + # ground line + fig_sfd.add_trace(go.Scatter3d( + x=[x1 - 1.3 * w, x1 + 1.3 * w], + y=[y_ground, y_ground], + z=[z_base, z_base], + mode="lines", + line=dict(color="green", width=4), + showlegend=False, + hoverinfo="skip" + )) + + # hatch lines + xs_hatch = np.linspace(x1 - 1.2 * w, x1 + 1.2 * w, n_hatch) + + for xh in xs_hatch: + fig_sfd.add_trace(go.Scatter3d( + x=[xh - 0.04 * w, xh + 0.04 * w], + y=[y_ground, y_ground - hatch_len], + z=[z_base, z_base], + mode="lines", + line=dict(color="green", width=2), + showlegend=False, + hoverinfo="skip" + )) + + fig_sfd.update_layout( + title="3D Shear Force Diagram", + scene=dict( + + xaxis=dict( + showbackground=False, showticklabels=False, title="", showspikes=False + # + + ), + yaxis=dict( + showbackground=False, showticklabels=False, title="", showspikes=False + # + ), + zaxis=dict( + showbackground=False, showticklabels=False, title="", showspikes=False, autorange="reversed" + # + + ), + + aspectmode="data", + camera=dict( + eye=dict(x=1.6, y=1.2, z=1.6), + up=dict(x=0, y=1, z=0) + ), + + ), + margin=dict(l=0, r=0, t=40, b=0) + ) + fig_sfd.write_html(TEMP_HTML, include_plotlyjs=True, full_html=True) + + +# ============================================================ +# BMD + + +def build_figure_bmd(ds, force_key): + # LOAD INTERNAL FORCES (NETCDF) + def find_component(name): + for c in ds["Component"].values: + if c.lower() == name.lower(): + return c + return None + + comp_i_name, comp_j_name = FORCE_MAP[force_key] + comp_i = find_component(comp_i_name) + comp_j = find_component(comp_j_name) + + def get_force(elem, comp): + return float(ds["forces"].sel(Element=elem, Component=comp).values) + + Z_TOL = 3 # decimals for grouping (important!) + + node_z = {} + for n in ops.getNodeTags(): + z = float(ops.nodeCoord(n)[2]) + node_z[int(n)] = round(z, Z_TOL) + from collections import defaultdict + + girders = defaultdict(list) + + for ele in ops.getEleTags(): + n1, n2 = map(int, ops.eleNodes(ele)) + + z1 = node_z[n1] + z2 = node_z[n2] + + # only longitudinal members (same Z at both ends) + if z1 == z2: + girders[z1].append(int(ele)) + + # BUILD GIRDER POLYLINES + def build_polyline(elem_list, comp_i, comp_j): + xs, ys, zs, vals, node_ids = [], [], [], [], [] + + for e in elem_list: + n1, n2 = members[e] + x1, y1, z1 = nodes[n1] + xs.append(x1) + ys.append(y1) + zs.append(z1) + vals.append(round(get_force(e, comp_i), 3)) + node_ids.append(n1) + print(f"Element list: {elem_list}") + # Last end node + last_e = elem_list[-1] + n1, n2 = members[last_e] + x2, y2, z2 = nodes[n2] + + xs.append(x2) + ys.append(y2) + zs.append(z2) + vals.append(round(get_force(last_e, comp_j), 3)) + node_ids.append(n2) + + return np.array(xs), np.array(ys), np.array(zs), np.array(vals), node_ids + + # PLOTLY 3D BMD INTERACTIVE + fig_bmd = go.Figure() + ''' + xfull=[] + mzfull =[] + for gid, elems in girders.items(): + xs, ys, zs, mz, node_ids = build_polyline(elems, Mz_i, Mz_j) + xfull.extend(xs) + mzfull.extend(mz) + diffxfull = max(xfull)-min(xfull) + diffmzfull = max(mzfull)-min(mzfull) + #factormz= abs(diffmzfull/diffxfull)*0.2 + ''' + for gid, elems in girders.items(): + xs, ys, zs, mz, node_ids = build_polyline(elems, comp_i, comp_j) + if max(mz) - min(mz) == 0: + factormz = 0.1 * abs((max(xs) - min(xs)) / (max(mz) - 0)) + + + else: + factormz = 0.1 * abs((max(xs) - min(xs)) / (max(mz) - min(mz))) + y_plot = mz * factormz # * 0.05 # moment scale + hover_text = [ + f"Node {nid}
X = {x:.3f}
{force_key} = {v:.3f}
Z = {z:.3f}" + for nid, x, v, z in zip(node_ids, xs, mz, zs) + ] + + fig_bmd.add_trace(go.Scatter3d( + x=xs, + y=y_plot, + z=zs, + mode='lines+markers', + line=dict(color="red", width=4), + marker=dict(size=3, color="red"), + # name=f"Girder {gid}", + showlegend=False, + text=hover_text, + hoverinfo="text" + )) + + # baseline + fig_bmd.add_trace(go.Scatter3d( + x=[xs[0], xs[-1]], # first and last node X + y=[0, 0], # Mz = 0 baseline + z=[zs[0], zs[0]], # same girder elevation + mode='lines', + line=dict( + color="green", + width=3, + dash='solid' + ), + showlegend=False, + hoverinfo='skip' + )) + + fig_bmd.add_trace(go.Scatter3d( + x=[xs[np.argmax(mz)], xs[np.argmax(mz)]], + y=[0, max(mz) * factormz], + z=[zs[0]] * 2, + mode="lines", + line=dict(color="black", width=3), + legendgroup="max_lines", + showlegend=False, + visible=False, # start OFF + hoverinfo="skip" + )) + + fig_bmd.add_trace(go.Scatter3d( + x=[xs[np.argmin(mz)]] * 2, + y=[0, min(mz) * factormz], + z=[zs[0]] * 2, + mode="lines", + line=dict(color="black", width=3), + legendgroup="min_lines", + showlegend=False, + visible=False, # start OFF + hoverinfo="skip" + )) + + # ------------ SUPPORT GEOMETRY ----------- + L = max(xs) - min(xs) + h = 0.0399 * L # support height + w = 0.015 * L # support half-width + r = 0.005 * L # roller radius + + # ---------- PIN SUPPORT (START NODE) ---------- + x0, z0 = xs[0], zs[0] + + fig_bmd.add_trace(go.Scatter3d( + x=[x0 - w, x0, x0 + w, x0 - w], + y=[-h, 0, -h, -h], + z=[z0, z0, z0, z0], + mode="lines", + line=dict(color="green", width=5), + showlegend=False, + hoverinfo="skip" + )) + n_hatch = 6 + hatch_len = 0.15 * h + + # ground line + fig_bmd.add_trace(go.Scatter3d( + x=[x0 - 1.3 * w, x0 + 1.3 * w], + y=[-h, -h], + z=[z0, z0], + mode="lines", + line=dict(color="green", width=4), + showlegend=False, + hoverinfo="skip" + )) + + # hatch lines + xs_hatch = np.linspace(x0 - 1.2 * w, x0 + 1.2 * w, n_hatch) + + for xh in xs_hatch: + fig_bmd.add_trace(go.Scatter3d( + x=[xh - 0.04 * w, xh + 0.04 * w], + y=[-h, -h - hatch_len], + z=[z0, z0], + mode="lines", + line=dict(color="green", width=2), + showlegend=False, + hoverinfo="skip" + )) + # --------ROLLER SUPPORT(END NODE)-------------- + x1, z1 = xs[-1], zs[-1] + + # Triangle + fig_bmd.add_trace(go.Scatter3d( + x=[x1 - w, x1, x1 + w, x1 - w], + y=[-h, 0, -h, -h], + z=[z1, z1, z1, z1], + mode="lines", + line=dict(color="green", width=5), + showlegend=False, + hoverinfo="skip" + )) + Yb = -h # base of triangle + + # Rollers (two wheels) + theta = np.linspace(0, 2 * np.pi, 60) + + for dx in [-w / 2, w / 2]: + fig_bmd.add_trace(go.Scatter3d( + x=x1 + dx + r * np.cos(theta), + y=(Yb - r) + r * np.sin(theta), # tangent to triangle base + z=[z1] * len(theta), + mode="lines", + line=dict(color="green", width=5), + showlegend=False, + hoverinfo="skip" + )) + n_hatch = 6 + hatch_len = 0.15 * h + + y_ground = Yb - 2 * r # tangent to roller bottom + + # ground line + fig_bmd.add_trace(go.Scatter3d( + x=[x1 - 1.3 * w, x1 + 1.3 * w], + y=[y_ground, y_ground], + z=[z1, z1], + mode="lines", + line=dict(color="green", width=4), + showlegend=False, + hoverinfo="skip" + )) + + # hatch lines + xs_hatch = np.linspace(x1 - 1.2 * w, x1 + 1.2 * w, n_hatch) + + for xh in xs_hatch: + fig_bmd.add_trace(go.Scatter3d( + x=[xh - 0.04 * w, xh + 0.04 * w], + y=[y_ground, y_ground - hatch_len], + z=[z1, z1], + mode="lines", + line=dict(color="green", width=2), + showlegend=False, + hoverinfo="skip" + )) + + # pad = 0.01*(max(xfull) - min(xfull)) + # pad2 = 0.01*(max(mzfull) - min(mzfull)) + + max_idx = [i for i, t in enumerate(fig_bmd.data) if t.legendgroup == "max_lines"] + min_idx = [i for i, t in enumerate(fig_bmd.data) if t.legendgroup == "min_lines"] + + fig_bmd.update_layout( + updatemenus=[ + dict( + type="buttons", + direction="right", + x=0.5, + y=1.15, + showactive=True, + active=-1, + buttons=[ + # -------- MAX TOGGLE -------- + dict( + label="MAX", + method="update", + + # OFF → ON + args=[{ + "visible": [ + True if t.legendgroup == "max_lines" else t.visible + for t in fig_bmd.data + ] + }], + + # ON → OFF + args2=[{ + "visible": [ + False if t.legendgroup == "max_lines" else t.visible + for t in fig_bmd.data + ] + }] + ), + + # -------- MIN TOGGLE -------- + dict( + label="MIN", + method="update", + + # OFF → ON + args=[{ + "visible": [ + True if t.legendgroup == "min_lines" else t.visible + for t in fig_bmd.data + ] + }], + + # ON → OFF + args2=[{ + "visible": [ + False if t.legendgroup == "min_lines" else t.visible + for t in fig_bmd.data + ] + }] + ), + ] + ) + ], + title="Interactive 3D BMD", + + scene=dict( + + camera=dict( + # eye=dict(x=2.5, y=1, z=10), # pull camera along X + up=dict(x=0, y=0.5, z=0), + # center=dict(x=0, y=0, z=0), + # projection=dict(type="orthographic") + ), + xaxis=dict( + title="girder length", + # range=[min(xfull) - pad, max(xfull) + pad], + showbackground=False, # removes YZ plane + showgrid=False, + zeroline=False, + visible=False + ), + yaxis=dict( + # range=[min(mzfull) - 0.25 * (max(mzfull) - min(mzfull)),max(mzfull) + 0.25 * (max(mzfull) - min(mzfull))], + title="Mz values", + # range = [min(mzfull)-pad2,max(mzfull)+pad2], + showbackground=True, # + backgroundcolor="rgba(200,200,200,0.15)", + showgrid=False, + zeroline=False, + visible=False # showaxis line, keep plane + ), + zaxis=dict( + showbackground=False, # removes XY plane + showgrid=False, + zeroline=False, + visible=False, + autorange="reversed" + ), + aspectmode='data', + + ), + + # legend=dict(title="Girders") + ) + + fig_bmd.write_html(TEMP_HTML, include_plotlyjs=True, full_html=True) + + +# ============================================================ +# BMD CONTOUR +def build_figure_bmd_contour(ds, force_key): + def find_component(name): + for c in ds["Component"].values: + if c.lower() == name.lower(): + return c + return None + + comp_i_name, comp_j_name = FORCE_MAP[force_key] + comp_i = find_component(comp_i_name) + comp_j = find_component(comp_j_name) + + def get_force(elem, comp): + return float(ds["forces"].sel(Element=elem, Component=comp).values) + + # ------------------------------------------------------------- + # GIRDER GROUPING + # ------------------------------------------------------------- + Z_TOL = 3 # decimals for grouping (important!) + + node_z = {} + for n in ops.getNodeTags(): + z = float(ops.nodeCoord(n)[2]) + node_z[int(n)] = round(z, Z_TOL) + from collections import defaultdict + + girders = defaultdict(list) + + for ele in ops.getEleTags(): + n1, n2 = map(int, ops.eleNodes(ele)) + + z1 = node_z[n1] + z2 = node_z[n2] + + # only longitudinal members (same Z at both ends) + if z1 == z2: + girders[z1].append(int(ele)) + + # ------------------------------------------------------------- + # BUILD GIRDER POLYLINE + # ------------------------------------------------------------- + def build_polyline(elem_list, comp_i, comp_j): + xs, ys, zs, mz, node_ids = [], [], [], [], [] + + for e in elem_list: + n1, n2 = members[e] + x1, y1, z1 = nodes[n1] + + xs.append(x1) + ys.append(y1) + zs.append(z1) + mz.append(round(get_force(e, comp_i), 3)) + node_ids.append(n1) + + last_e = elem_list[-1] + n1, n2 = members[last_e] + x2, y2, z2 = nodes[n2] + + xs.append(x2) + ys.append(y2) + zs.append(z2) + mz.append(round(get_force(last_e, comp_j), 3)) + node_ids.append(n2) + + return np.array(xs), np.array(ys), np.array(zs), np.array(mz), node_ids + + xfull, mzfull = [], [] + for elems in girders.values(): + xs, ys, zs, mz, _ = build_polyline(elems, comp_i, comp_j) + xfull.extend(xs) + mzfull.extend(mz) + + # moment_scale = 0.2 * abs(dx / dmz) # visual-only scale + + # ------------------------------------------------------------- + # FIGURE + # ------------------------------------------------------------- + fig = go.Figure() + + for gid, elems in girders.items(): + xs, ys, zs, mz, node_ids = build_polyline(elems, comp_i, comp_j) + if max(mz) - min(mz) == 0: + moment_scale = 0.1 * abs((max(xs) - min(xs)) / (max(mz) - 0)) + + else: + moment_scale = 0.1 * abs((max(xs) - min(xs)) / (max(mz) - min(mz))) + y_plot = mz * moment_scale + + # -------- CONTOUR-STYLE BMD LINE -------- + fig.add_trace(go.Scatter3d( + x=xs, + y=y_plot, + z=zs, + mode="lines", + line=dict( + width=6, + color=mz, # color by Mz + colorscale="Jet", + cmin=min(mzfull), + cmax=max(mzfull) + ), + showlegend=False, + hoverinfo="text", + text=[ + f"Node {nid}
X={x:.3f}
{force_key}={v:.3f}" + for nid, x, v in zip(node_ids, xs, mz) + ] + )) + + # -------- BASELINE (Mz = 0) -------- + fig.add_trace(go.Scatter3d( + x=[xs[0], xs[-1]], + y=[0, 0], + z=[zs[0], zs[0]], + mode="lines", + line=dict(color="green", width=3), + hoverinfo="skip", + showlegend=False + )) + + # ---------- DROPLINES FROM BASELINE TO BMD ---------- + for xi, zi, mzi in zip(xs, zs, mz): + fig.add_trace(go.Scatter3d( + x=[xi, xi], + y=[0, mzi * moment_scale], # baseline → BMD + z=[zi, zi], + mode="lines", + line=dict( + width=4, + color=[mzi, mzi], # same color as contour + colorscale="Jet", + cmin=min(mzfull), + cmax=max(mzfull) + ), + showlegend=False, + hoverinfo="skip" + )) + + # ------------ SUPPORT GEOMETRY ----------- + L = max(xs) - min(xs) + h = 0.0399 * L # support height + w = 0.015 * L # support half-width + r = 0.005 * L # roller radius + + # ---------- PIN SUPPORT (FIRST NODE) ---------- + x0, z0 = xs[0], zs[0] + + fig.add_trace(go.Scatter3d( + x=[x0 - w, x0, x0 + w, x0 - w], + y=[-h, 0, -h, -h], + z=[z0, z0, z0, z0], + mode="lines", + line=dict(color="green", width=5), + showlegend=False, + hoverinfo="skip" + )) + + # ---------- ROLLER SUPPORT (LAST NODE) ---------- + x1, z1 = xs[-1], zs[-1] + + # Triangle + fig.add_trace(go.Scatter3d( + x=[x1 - w, x1, x1 + w, x1 - w], + y=[-h, 0, -h, -h], + z=[z1, z1, z1, z1], + mode="lines", + line=dict(color="green", width=5), + showlegend=False, + hoverinfo="skip" + )) + + Yb = -h # base of triangle + theta = np.linspace(0, 2 * np.pi, 60) + + # Two rollers + for dxr in [-w / 2, w / 2]: + fig.add_trace(go.Scatter3d( + x=x1 + dxr + r * np.cos(theta), + y=(Yb - r) + r * np.sin(theta), + z=[z1] * len(theta), + mode="lines", + line=dict(color="green", width=5), + showlegend=False, + hoverinfo="skip" + )) + n_hatch = 6 + hatch_len = 0.15 * h + + # ground line + fig.add_trace(go.Scatter3d( + x=[x0 - 1.3 * w, x0 + 1.3 * w], + y=[-h, -h], + z=[z0, z0], + mode="lines", + line=dict(color="green", width=4), + showlegend=False, + hoverinfo="skip" + )) + + # hatch lines + xs_hatch = np.linspace(x0 - 1.2 * w, x0 + 1.2 * w, n_hatch) + + for xh in xs_hatch: + fig.add_trace(go.Scatter3d( + x=[xh - 0.04 * w, xh + 0.04 * w], + y=[-h, -h - hatch_len], + z=[z0, z0], + mode="lines", + line=dict(color="green", width=2), + showlegend=False, + hoverinfo="skip" + )) + + y_ground = Yb - 2 * r # tangent to roller bottom + + # ground line + fig.add_trace(go.Scatter3d( + x=[x1 - 1.3 * w, x1 + 1.3 * w], + y=[y_ground, y_ground], + z=[z1, z1], + mode="lines", + line=dict(color="green", width=4), + showlegend=False, + hoverinfo="skip" + )) + + # hatch lines + xs_hatch = np.linspace(x1 - 1.2 * w, x1 + 1.2 * w, n_hatch) + + for xh in xs_hatch: + fig.add_trace(go.Scatter3d( + x=[xh - 0.04 * w, xh + 0.04 * w], + y=[y_ground, y_ground - hatch_len], + z=[z1, z1], + mode="lines", + line=dict(color="green", width=2), + showlegend=False, + hoverinfo="skip" + )) + + # LAYOUT (POST-PROCESSOR STYLE) + + fig.update_layout( + title="3D Bending Moment Diagram Contour View", + + scene=dict( + + camera=dict( + # eye=dict(x=2.5, y=0.15, z=10), # 👈 pull camera along X + up=dict(x=0, y=1, z=0), + # center=dict(x=0, y=0, z=0), + # projection=dict(type="orthographic") + ), + xaxis=dict( + title="girder length", + # range=[min(xfull) - pad, max(xfull) + pad], + showbackground=False, # removes YZ plane + showgrid=False, + zeroline=False, + visible=False + ), + yaxis=dict( + # range=[min(mzfull) - 0.25 * (max(mzfull) - min(mzfull)),max(mzfull) + 0.25 * (max(mzfull) - min(mzfull))], + title="Mz values", + # range = [min(mzfull)-pad2,max(mzfull)+pad2], + showbackground=True, # + backgroundcolor="rgba(200,200,200,0.15)", + showgrid=False, + zeroline=False, + visible=False # showaxis line, keep plane + ), + zaxis=dict( + showbackground=False, # removes XY plane + showgrid=False, + zeroline=False, + visible=False, + autorange="reversed" + ), + aspectmode='data', + + ), + ) + + fig.write_html(TEMP_HTML, include_plotlyjs=True, full_html=True) + + +# ============================================================ +# ====================== QT WIDGET +''' +class PlotWidget(QWidget): + + def __init__(self): + super().__init__() + self.setWindowTitle("Plate Girder Plots") + + layout = QVBoxLayout(self) + + top = QHBoxLayout() + self.sfd = QRadioButton("SFD") + self.bmd = QRadioButton("BMD") + self.contour = QRadioButton("BMD Contour") + + self.sfd.setChecked(True) + + group = QButtonGroup(self) + group.setExclusive(True) + group.addButton(self.sfd) + group.addButton(self.bmd) + group.addButton(self.contour) + group.buttonClicked.connect(self.update_plot) + + top.addWidget(self.sfd) + top.addWidget(self.bmd) + top.addWidget(self.contour) + + self.web = QWebEngineView() + + layout.addLayout(top) + layout.addWidget(self.web) + + self.update_plot(self.sfd) + + def update_plot(self, btn): + if btn == self.sfd: + build_figure_sfd() + elif btn == self.bmd: + build_figure_bmd() + else: + build_figure_bmd_contour() + + self.web.load(QUrl.fromLocalFile(TEMP_HTML)) +''' + + +# ====================== QT WIDGET +# ============================================================ +class PlotWidget(QWidget): + + def __init__(self): + super().__init__() + self.setWindowTitle("Plate Girder Results") + + layout = QVBoxLayout(self) + + top = QHBoxLayout() + + # ---------- LOADCASE ---------- + top.addWidget(QLabel("Load case:")) + + self.combo = QComboBox() + self.combo.addItems(LOADCASES) + self.combo.currentTextChanged.connect(self.update_plot) + top.addWidget(self.combo) + + # ---------- FORCE ---------- + top.addWidget(QLabel("Force:")) + + self.force_combo = QComboBox() + self.force_combo.addItems(list(FORCE_MAP.keys())) + self.force_combo.setCurrentText("Fy") + self.force_combo.currentTextChanged.connect(self.update_plot) + top.addWidget(self.force_combo) + + # ---------- CONTOUR ---------- + self.contour = QCheckBox("Contour (Moments only)") + self.contour.stateChanged.connect(self.update_plot) + top.addWidget(self.contour) + + top.addStretch() + + self.web = QWebEngineView() + + layout.addLayout(top) + layout.addWidget(self.web) + + self.update_plot() + + def update_plot(self): + loadcase = self.combo.currentText() + force_key = self.force_combo.currentText() + + ds = get_ds(loadcase) + + # -------- FORCE TYPE -------- + is_force = force_key.startswith("F") # Fx, Fy, Fz + is_moment = force_key.startswith("M") # Mx, My, Mz + + # -------- UI LOGIC -------- + if is_force: + # Forces → SFD, contour disabled + self.contour.blockSignals(True) + self.contour.setChecked(False) + self.contour.setEnabled(False) + self.contour.blockSignals(False) + + build_figure_sfd(ds, force_key) + + elif is_moment: + # Moments → BMD (+ optional contour) + self.contour.setEnabled(True) + + if self.contour.isChecked(): + build_figure_bmd_contour(ds, force_key) + else: + build_figure_bmd(ds, force_key) + + else: + raise ValueError(f"Unsupported force: {force_key}") + + # -------- UPDATE VIEW -------- + self.web.load(QUrl.fromLocalFile(TEMP_HTML)) + + +# ======================= MAIN +if __name__ == "__main__": + app = QApplication(sys.argv) + w = PlotWidget() + w.resize(1200, 800) + w.show() + sys.exit(app.exec()) + sys.exit(app.exec()) From ba5f3bc23a68ffef2e7343eb43b149b238e67c3e Mon Sep 17 00:00:00 2001 From: Manav Sharma Date: Mon, 16 Feb 2026 13:56:18 +0530 Subject: [PATCH 059/225] Modified the code to get the result for every LoadCase --- .../bridge_types/plate_girder/analyser.py | 198 +++++------ .../plate_girder/analysis_results.py | 309 +++++++++++++++--- 2 files changed, 344 insertions(+), 163 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/analyser.py b/src/osdagbridge/core/bridge_types/plate_girder/analyser.py index 2385cbc9c..fda4c9938 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/analyser.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/analyser.py @@ -18,45 +18,45 @@ def __init__(self): ) self.concrete_custom = og.create_material( - material="concrete", E=50 * GPa, v=0.3, rho=24 * kN / m**3 + material="concrete", E=50 * GPa, v=0.3, rho=24 * kN / m ** 3 ) # -------------------- SECTIONS -------------------- self.edge_longitudinal_section = og.create_section( - A=0.934 * m**2, - J=0.1857 * m**3, - Iz=0.3478 * m**4, - Iy=0.213602 * m**4, - Az=0.444795 * m**2, - Ay=0.258704 * m**2, + A=0.934 * m ** 2, + J=0.1857 * m ** 3, + Iz=0.3478 * m ** 4, + Iy=0.213602 * m ** 4, + Az=0.444795 * m ** 2, + Ay=0.258704 * m ** 2, ) self.longitudinal_section = og.create_section( - A=1.025 * m**2, - J=0.1878 * m**3, - Iz=0.3694 * m**4, - Iy=0.3634 * m**4, - Az=0.4979 * m**2, - Ay=0.309 * m**2, + A=1.025 * m ** 2, + J=0.1878 * m ** 3, + Iz=0.3694 * m ** 4, + Iy=0.3634 * m ** 4, + Az=0.4979 * m ** 2, + Ay=0.309 * m ** 2, ) self.transverse_section = og.create_section( - A=0.504 * m**2, - J=5.22303e-3 * m**3, - Iy=0.32928 * m**4, - Iz=1.3608e-3 * m**4, - Ay=0.42 * m**2, - Az=0.42 * m**2, + A=0.504 * m ** 2, + J=5.22303e-3 * m ** 3, + Iy=0.32928 * m ** 4, + Iz=1.3608e-3 * m ** 4, + Ay=0.42 * m ** 2, + Az=0.42 * m ** 2, unit_width=True, ) self.end_transverse_section = og.create_section( - A=0.504 / 2 * m**2, - J=2.5012e-3 * m**3, - Iy=0.04116 * m**4, - Iz=0.6804e-3 * m**4, - Ay=0.21 * m**2, - Az=0.21 * m**2, + A=0.504 / 2 * m ** 2, + J=2.5012e-3 * m ** 3, + Iy=0.04116 * m ** 4, + Iz=0.6804e-3 * m ** 4, + Ay=0.21 * m ** 2, + Az=0.21 * m ** 2, ) # -------------------- GRILLAGE MEMBERS -------------------- @@ -93,7 +93,7 @@ def __init__(self): # placeholder for self weight load case created later self.self_weight_load_case = None - + # self.geometry = GeometryDefinitions(self.L, self.w, self.model) # -------------------- GEOMETRY / LAYOUT -------------------- @@ -101,24 +101,21 @@ def __init__(self): self.bridge_geometry = None self.load_manager = None - - - # ============================================================ # CREATE THE GRILLAGE MODEL # ============================================================ - def create_model(self): - + def create_model(self): + # ------------------------------------------------- # Create cross-section layout (UI inputs) # ------------------------------------------------- self.layout = CrossSectionLayout( - carriageway_width=10.0, # TODO: get from UI - crash_barrier_width=0.45, # TODO: get from UI - footpath_width=1.50, # TODO: get from UI - railing_width=0.30, # TODO: get from UI - median_width=0.0, # TODO: get from UI - no_of_footpaths=2, # TODO: get from UI + carriageway_width=10.0, # TODO: get from UI + crash_barrier_width=0.45, # TODO: get from UI + footpath_width=1.50, # TODO: get from UI + railing_width=0.30, # TODO: get from UI + median_width=0.0, # TODO: get from UI + no_of_footpaths=2, # TODO: get from UI ) # ------------------------------------------------- @@ -145,7 +142,6 @@ def create_model(self): # ------------------------------------------------- self.w = self.bridge_geometry.width - self.model = og.create_grillage( bridge_name="Osdag Bridge", long_dim=self.L, @@ -200,7 +196,7 @@ def create_self_weight_load(self, model=None, L=None): raise ValueError("Model is not available. Create model before adding loads.") L = L or self.L - + start_beam = 0 end_beam = L beam_mag = 22.4 * kN / 1.0 # kN/m @@ -219,8 +215,8 @@ def create_self_weight_load(self, model=None, L=None): ) DL_self_weight.add_load(line_load) - - #store reference on the instance + + # store reference on the instance self.self_weight_load_case = DL_self_weight model.add_load_case(DL_self_weight) @@ -240,7 +236,7 @@ def create_deck_load(self, model=None): # ------------------------------------------------- # Load magnitude (UDL over area) # ------------------------------------------------- - deck_mag = 25.0 * kN / (1.0 ** 2) # <-- update as per slab + wearing course if needed + deck_mag = 25.0 * kN / (1.0 ** 2) # <-- update as per slab + wearing course if needed # ------------------------------------------------- # Get geometry from load manager @@ -301,7 +297,7 @@ def create_wearing_course_load(self, model=None, edge_clearance=0.0): # L = L or self.L # w = w or self.w - overlay_mag = 4.32 * kN / (1.0**2) + overlay_mag = 4.32 * kN / (1.0 ** 2) # -------------------------------- # Get geometry from geometry module @@ -343,7 +339,7 @@ def create_wearing_course_load(self, model=None, edge_clearance=0.0): self.overlay_load_case = DL_overlay return DL_overlay - + def create_footpath_load(self, model=None): """ Creates footpath patch loads on both sides of the bridge. @@ -363,7 +359,7 @@ def create_footpath_load(self, model=None): # ------------------------------------------------- # Load magnitude (UDL over area) # ------------------------------------------------- - footpath_mag = 5.00 * kN / (1.0 ** 2) # <-- update as per IRC value + footpath_mag = 5.00 * kN / (1.0 ** 2) # <-- update as per IRC value # ------------------------------------------------- # Create load case @@ -474,7 +470,6 @@ def create_crash_barrier_load(self, model=None): return DL_barrier - def create_railing_load(self, model=None): """ Creates railing line loads on both sides of the bridge. @@ -485,7 +480,7 @@ def create_railing_load(self, model=None): model = model or self.model if model is None: raise ValueError("Model is not available. Create model before adding loads.") - + # If there is no railing component in the layout, skip creating railing load if not self.layout.has_component("railing_left") or not self.layout.has_component("railing_right"): warnings.warn("No railing component in layout; skipping railing load creation") @@ -495,7 +490,7 @@ def create_railing_load(self, model=None): # ------------------------------------------------- # Load magnitude (UDL along length) # ------------------------------------------------- - railing_udl = 1.50 * kN / m # <-- update if code value differs + railing_udl = 1.50 * kN / m # <-- update if code value differs # ------------------------------------------------- # Create load case @@ -551,7 +546,7 @@ def create_median_load(self, model=None): # ------------------------------------------------- # Load magnitude (UDL along length) # ------------------------------------------------- - median_udl = 4.00 * kN / m # <-- update as per IRC / project data + median_udl = 4.00 * kN / m # <-- update as per IRC / project data # If there is no median component in the layout, skip creating median load if not self.layout.has_component("median"): @@ -596,7 +591,6 @@ def create_median_load(self, model=None): return DL_median - # ============================================================ # Live Load # ============================================================ @@ -716,7 +710,7 @@ def vehicle_lane_coordinates(self): result_cases.append(case_data) - print(f"Vehicle lane coordinate cases: {result_cases}") + # print(f"Vehicle lane coordinate cases: {result_cases}") return result_cases def create_vehicle_load_cases(self, model=None): @@ -746,7 +740,6 @@ def create_vehicle_load_cases(self, model=None): for vehicle_type, coord_list in combinations.items(): for lane_index, (x_coord, z_coord) in enumerate(coord_list, start=1): - # --------------------------------------- # Create vehicle # --------------------------------------- @@ -771,14 +764,13 @@ def create_vehicle_load_cases(self, model=None): all_vehicle_load_cases.append(lc) - print(f"Created load case: {load_case_name}") + # print(f"Created load case: {load_case_name}") self.vehicle_load_cases_list = all_vehicle_load_cases return all_vehicle_load_cases - - def add_vehicle_load_cases_from_combinations(self,model=None): + def add_vehicle_load_cases_from_combinations(self, model=None): """ Create vehicle load cases using coordinates from vehicle_lane_coordinates(). @@ -793,7 +785,7 @@ def add_vehicle_load_cases_from_combinations(self,model=None): raise ValueError("Model not created yet.") vehicle_cases = self.vehicle_lane_coordinates() - + alf = [1.0, 0.8, 0.4] dla = 1.3 # ------------------------------------------------- @@ -814,7 +806,7 @@ def add_vehicle_load_cases_from_combinations(self,model=None): # ----------------------------- # Create load case name # ----------------------------- - lc_name = f"Case{case_num} {vehicle_type} L{i+1}" + lc_name = f"Case{case_num} {vehicle_type} L{i + 1}" lc = og.create_load_case(name=lc_name) # ----------------------------- @@ -864,17 +856,17 @@ def add_vehicle_load_cases_from_combinations(self,model=None): self.vehicle_load_cases_list.append(lc) self.vehicle_moving_loads.append(vehicle) - print( - f"Created {lc_name} at x={x_coord}, z={z_coord}" - ) + # print( + # f"Created {lc_name} at x={x_coord}, z={z_coord}" + # ) return self.vehicle_load_cases_list def create_moving_vehicle_load_cases( - self, - model=None, - start_offset=-25.0, - span=None, + self, + model=None, + start_offset=-25.0, + span=None, ): """ Creates moving load cases corresponding to @@ -907,7 +899,6 @@ def create_moving_vehicle_load_cases( self.moving_load_cases_list = [] for i, vehicle in enumerate(self.vehicle_moving_loads): - # Use static load case name static_lc_name = self.vehicle_load_cases_list[i].name @@ -922,11 +913,10 @@ def create_moving_vehicle_load_cases( self.moving_load_cases_list.append(moving_load) - print(f"Created moving load case: {moving_name}") + # print(f"Created moving load case: {moving_name}") return self.moving_load_cases_list - def vehicle_combination(self, carriageway_width=None): """ Generate all ordered vehicle placement sequences for design lanes determined @@ -991,15 +981,15 @@ def _build(remaining_lanes, current_seq): return sequences def add_vehicle_load_with_moving_path( - self, - model=None, - vehicle_type="CLASS70R", - load_case_name="Class 70R", - x_coord=0.0, - z_coord=0.0, - spacing=1.5, - span=None, - y_coord=0.0, + self, + model=None, + vehicle_type="CLASS70R", + load_case_name="Class 70R", + x_coord=0.0, + z_coord=0.0, + spacing=1.5, + span=None, + y_coord=0.0, ): """ Adds a vehicle load (static + moving) to the grillage model. @@ -1086,29 +1076,14 @@ def analyze(self, model=None): model.analyze() - # results = model.get_results(load_case=['girder self weight', 'Deck slab load', 'Wearing course self weight', - # 'Footpath load', 'Crash barrier load', 'Railing load', 'Median load']) + # Get ALL loadcases results = model.get_results() - print("results") - print(results) - - forces_table = results.forces - Fy = forces_table.sel(Component = "Mz_i") - print(Fy) - df = Fy.to_pandas() - df.to_excel("Mz_results_moving1.xlsx") - - results = model.get_results( - load_case=[ - "girder self weight", - "Deck slab load", - "Wearing course self weight", - "Footpath load", - "Crash barrier load", - "Railing load", - "Median load" - ] - ) + + # ✅ DEBUG: Show all detected loadcases + # print(results.coords["Loadcase"].values) + + # print("Results dataset:") + # print(results) self.dataset = results @@ -1124,11 +1099,11 @@ def plot(self, model=None): ext_beam_nodes = model.get_element(member="exterior_main_beam_1", options="nodes") - max_def = max(results.displacements.sel(Loadcase=load_case_of_interest,Component="dy",Node=ext_beam_nodes[0])) - max_report_def = f"The maximum deflection = {max_def.values*1000:.2f} mm" - + max_def = max(results.displacements.sel(Loadcase=load_case_of_interest, Component="dy", Node=ext_beam_nodes[0])) + max_report_def = f"The maximum deflection = {max_def.values * 1000:.2f} mm" + # Plot deflection - og.plot_defo(model, results, member="exterior_main_beam_1", option="nodes",loadcase=load_case_of_interest) + og.plot_defo(model, results, member="exterior_main_beam_1", option="nodes", loadcase=load_case_of_interest) og.plt.title(max_report_def) og.plt.show() @@ -1136,7 +1111,7 @@ def plot(self, model=None): static_lc_result = model.get_results(load_case=['Deck slab load']) print("static_lc_result") print(static_lc_result) - + static_lc_forces = static_lc_result.forces # Select a specific load case from result @@ -1146,20 +1121,20 @@ def plot(self, model=None): member_name = "exterior_main_beam_1" # get the tag of elements and nodes - ext_beam_elements = model.get_element(member=member_name, options="elements",) + ext_beam_elements = model.get_element(member=member_name, options="elements", ) print(f"The element tags for Beam 1 is {ext_beam_elements}") # extract maximum bending moment from beam 1(member_name) from static_lc_result - max_bending = max(static_lc_forces.sel(Component="Mz_i",Element=ext_beam_elements)).values/1000 - print(f" Maximum bending moment = {max_bending:.2f} kNm") + max_bending = max(static_lc_forces.sel(Component="Mz_i", Element=ext_beam_elements)).values / 1000 + print(f" Maximum bending moment = {max_bending:.2f} kNm") # ------------------------------------------------------------------------------ # Plotting # ------------------------------------------------------------------------------ # Plot BMD and SFD (change component as needed) - load_case_of_interest = load_case_name - og.plot_force(model, results, member="exterior_main_beam_1",component="Mz",loadcase=load_case_of_interest) + load_case_of_interest = load_case_name + og.plot_force(model, results, member="exterior_main_beam_1", component="Mz", loadcase=load_case_of_interest) max_report_bending = f"Maximum bending moment = {max_bending:.2f} kNm" @@ -1167,7 +1142,6 @@ def plot(self, model=None): og.plt.show() - # ============================================================ # USAGE EXAMPLE # ============================================================ @@ -1188,10 +1162,6 @@ def plot(self, model=None): bridge.create_vehicle_load_cases() bridge.add_vehicle_load_cases_from_combinations() bridge.create_moving_vehicle_load_cases() - bridge.analyze() - # bridge.plot() - bridge.plot() - # bridge.analyze() # bridge.plot() results = bridge.analyze() @@ -1200,6 +1170,8 @@ def plot(self, model=None): dataset=results, model=bridge.model ) + # result_handler.debug_loadcase_detection() result_handler.run_interactive_viewer() + # result_handler.print_moving_load_trace() diff --git a/src/osdagbridge/core/bridge_types/plate_girder/analysis_results.py b/src/osdagbridge/core/bridge_types/plate_girder/analysis_results.py index 87464c4fb..40376f9c9 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/analysis_results.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/analysis_results.py @@ -16,15 +16,14 @@ class PlateGirderAnalysisResults: # ======================================================== # INITIALIZATION # ======================================================== - def __init__(self, dataset, model): #storing analysis result + def __init__(self, dataset, model): # storing analysis result self.ds = dataset self.model = model - # ======================================================== # DATASET BASED RESULTS (FORCES / MOMENTS) # ======================================================== - def get_beam_element_results(self, element_ids, loadcase, component): #reads beam force and moment + def get_beam_element_results(self, element_ids, loadcase, component): # reads beam force and moment results = {} @@ -42,10 +41,53 @@ def get_beam_element_results(self, element_ids, loadcase, component): return results - - def get_available_loadcases(self): #get loadcases + def get_available_loadcases(self): # get loadcases return list(self.ds.coords["Loadcase"].values) + # ======================================================== + # LOADCASE CLASSIFICATION + def classify_loadcases(self): + + all_lc = self.get_available_loadcases() + + vehicle_static = [] + vehicle_moving = [] + dead_loads = [] + + for lc in all_lc: + + name = str(lc).lower() + + # ----------------------------- + # MOVING VEHICLES + # ----------------------------- + if "moving" in name: + vehicle_moving.append(lc) + continue + + # ----------------------------- + # STATIC VEHICLES + # Detect your naming pattern + # ----------------------------- + if name.startswith("case"): + vehicle_static.append(lc) + continue + + if "classa" in name or "70r" in name: + vehicle_static.append(lc) + continue + + # ----------------------------- + # DEAD LOADS + # ----------------------------- + dead_loads.append(lc) + + return { + "all": all_lc, + "dead": dead_loads, + "vehicle_static": vehicle_static, + "vehicle_moving": vehicle_moving, + } # ======================================================== # OPENSEES NODAL DEFLECTION (FINAL STATE) @@ -86,11 +128,10 @@ def get_available_loadcases(self): # # return disp - # ======================================================== # GRILLAGE CONNECTIVITY # ======================================================== - def build_grillage_connectivity(self): #connectivity between nodes[raph for bfs] + def build_grillage_connectivity(self): # connectivity between nodes[raph for bfs] nodes = {} for n in ops.getNodeTags(): @@ -113,7 +154,6 @@ def build_grillage_connectivity(self): #connectivity between nodes[raph return nodes, elements, adj - # ======================================================== # BFS SHORTEST PATH # ======================================================== @@ -162,7 +202,7 @@ def get_elements_along_path(self, path, elements): # PATH LENGTH COMPUTATION # ======================================================== def compute_path_distance(self, nodes, path): - # calculate girder length + # calculate girder length dist = 0.0 for i in range(len(path) - 1): x1, y1, z1 = nodes[path[i]] @@ -242,41 +282,157 @@ def build_girders(self, verbose=True): return girder_map, elements # ======================================================== - # PRINT SINGLE GIRDER (FORMATTED) + # PRINT MOVING LOAD TRACE # ======================================================== - def print_single_girder(self, girder_key): + def print_moving_load_trace(self, load_case_filter=None, girder_filter=None, element_filter=None): """ - Prints one girder in formatted report style. + Prints the BMD and SFD for every point (element) when cars are moving. + Iterates through all moving load cases and all girders. - Example input: - g1 - g2 - g3 + :param load_case_filter: (str or list) Print only load cases containing this string(s). + :param girder_filter: (str or list) Print only girders matching this name(s) (e.g. "g1"). + :param element_filter: (int or list) Print only specific element IDs. """ - girder_map, _ = self.build_girders() + # Helper to normalize input to list + def to_list(val): + if val is None: return None + return [val] if not isinstance(val, (list, tuple)) else val + + lc_filter = to_list(load_case_filter) + g_filter = to_list(girder_filter) + e_filter = to_list(element_filter) + + # 1. Classify loadcases to find moving ones + lc_groups = self.classify_loadcases() + moving_lcs = lc_groups["vehicle_moving"] - if girder_key not in girder_map: - print("❌ Girder not found") + if not moving_lcs: + print("❌ No moving load cases found.") return - girder = girder_map[girder_key] + # 2. Build girders + girder_map, _ = self.build_girders(verbose=False) - print("----------------------------------------") - print(f"Girder {girder_key}") - print("----------------------------------------") + print("\n================ MOVING LOAD TRACE ================") + + # 3. Iterate through moving load cases + for lc in moving_lcs: + # Apply load case filter + if lc_filter: + # Check if ANY of the filter strings are in the load case name + if not any(str(f) in lc for f in lc_filter): + continue + + print(f"\n>>> Load Case: {lc}") + + # 4. Iterate through girders + for girder_name, girder_data in girder_map.items(): + # Apply girder filter + if g_filter and girder_name not in g_filter: + continue + + print(f" --- Girder: {girder_name} ---") + print( + f" {'Element':<10} | {'Vy_i (kN)':<12} | {'Vy_j (kN)':<12} | {'Mz_i (kNm)':<12} | {'Mz_j (kNm)':<12}") + print(" " + "-" * 70) + + elements = girder_data["elements"] + + # Filter elements if requested + if e_filter: + elements = [e for e in elements if e in e_filter] + if not elements: + continue # Skip if no elements match + + # 5. Get results for this girder and loadcase + # Retrieve all required components at once for efficiency + try: + # Using dataset directly for speed scaling with multiple elements + # Select specific loadcase and elements + subset = self.ds.sel(Loadcase=lc, Element=elements) + + # Extract values + vy_i = subset.sel(Component="Vy_i")["forces"].values + vy_j = subset.sel(Component="Vy_j")["forces"].values + mz_i = subset.sel(Component="Mz_i")["forces"].values + mz_j = subset.sel(Component="Mz_j")["forces"].values + + # 6. Print results for each element + for idx, eid in enumerate(elements): + print( + f" {eid:<10} | {vy_i[idx]:<12.3f} | {vy_j[idx]:<12.3f} | {mz_i[idx]:<12.3f} | {mz_j[idx]:<12.3f}") + + except Exception as e: + print(f" ❌ Error retrieving results for girder {girder_name}: {e}") + + print("\n===================================================") + + # ======================================================== + # PRINT VEHICLE ENVELOPES + # ======================================================== + def print_envelopes(self, load_case_filter=None, girder_filter=None): + """ + Calculates and prints the max/min values for SFD and BMD for every moving load case position. + """ - print(f"Start node : {girder['start']}") - print(f"End node : {girder['end']}") - print(f"Path : {girder['path']}") - print(f"Elements : {girder['elements']}") + def to_list(val): + if val is None: return None + return [val] if not isinstance(val, (list, tuple)) else val - print("\nElement connectivity:") - for eid, n1, n2 in girder["element_map"]: - print(f"{eid:<5}: {n1} -> {n2}") + lc_filter = to_list(load_case_filter) + g_filter = to_list(girder_filter) + + lc_groups = self.classify_loadcases() + moving_lcs = lc_groups["vehicle_moving"] + + if not moving_lcs: + print("❌ No moving load cases found.") + return + + if lc_filter: + moving_lcs = [lc for lc in moving_lcs if any(str(f) in lc for f in lc_filter)] + if not moving_lcs: + print("❌ No moving load cases match the filter.") + return + + girder_map, _ = self.build_girders(verbose=False) + + print("\n================ VEHICLE ENVELOPES (PER POSITION) ================") + + for lc in moving_lcs: + print(f"\n>>> Load Case: {lc}") + print( + f"{'Girder':<10} | {'Max Vy (kN)':<12} | {'Min Vy (kN)':<12} | {'Max Mz (kNm)':<12} | {'Min Mz (kNm)':<12}") + print("-" * 75) + + for girder_name, girder_data in girder_map.items(): + if g_filter and girder_name not in g_filter: + continue + + elements = girder_data["elements"] + + try: + # Select ONLY this loadcase and elements for this girder + subset = self.ds.sel(Loadcase=lc, Element=elements) + + # Get max/min across elements and both i/j components for this specific loadcase + vy_max = max(subset.sel(Component="Vy_i")["forces"].max().values, + subset.sel(Component="Vy_j")["forces"].max().values) + vy_min = min(subset.sel(Component="Vy_i")["forces"].min().values, + subset.sel(Component="Vy_j")["forces"].min().values) + mz_max = max(subset.sel(Component="Mz_i")["forces"].max().values, + subset.sel(Component="Mz_j")["forces"].max().values) + mz_min = min(subset.sel(Component="Mz_i")["forces"].min().values, + subset.sel(Component="Mz_j")["forces"].min().values) + + print( + f"{girder_name:<10} | {float(vy_max):<12.3f} | {float(vy_min):<12.3f} | {float(mz_max):<12.3f} | {float(mz_min):<12.3f}") + except Exception as e: + print(f"{girder_name:<10} | ❌ Error: {e}") + + print("\n===================================================================") - print(f"\nLength : {girder['length']:.3f} m") - print("----------------------------------------") def run_interactive_viewer(self): while True: @@ -284,7 +440,9 @@ def run_interactive_viewer(self): print("\n==============================") print("Select Option:") print("1. Show girder paths (BFS)") - print("2. Show analysis results") + print("2. Show Analysis Result") + print("3. Show moving load trace") + print("4. Show max/min envelopes") print("0. Exit") print("==============================") @@ -330,7 +488,6 @@ def run_interactive_viewer(self): continue - # ====================================================== # OPTION 2 → EXISTING RESULT VIEWER # ====================================================== @@ -425,22 +582,6 @@ def run_interactive_viewer(self): comp = component_map[r] - # ---------------- DEFLECTION ---------------- - # if comp in ["Dx", "Dy", "Dz"]: - # - # direction = comp[-1].lower() - # - # disp = self.get_deflection_per_loadcase( - # girder_nodes, lc, direction - # ) - # - # print(f"\nDeflection ({comp}) | {lc}") - # print("--------------------------------") - # for n, v in disp.items(): - # print(f"Node {n}: {v}") - # print("--------------------------------") - # continue - # ---------------- FORCES ---------------- res = self.get_beam_element_results( girder_elements, lc, comp @@ -452,5 +593,73 @@ def run_interactive_viewer(self): continue + + elif main_choice == "3": + print("\n--- Moving Load Trace Configuration ---") + + # Get moving load cases + lc_groups = self.classify_loadcases() + moving_lcs = lc_groups["vehicle_moving"] + + if not moving_lcs: + print("❌ No moving load cases found.") + continue + + # Show available girders + girder_map, _ = self.build_girders(verbose=False) + print("\nAvailable Girders:") + for g in girder_map.keys(): + print(f" - {g}") + + g_input = input("Enter Girder Name (or leave blank for all): ").strip() + if not g_input: + g_input = None + + # Show available moving load cases + print("\nAvailable Moving Load Cases:") + # Group by case type for better readability + case_types = {} + for lc in moving_lcs: + # Extract case type (e.g., "Case1 ClassA" from "Moving Case1 ClassA L1 at...") + parts = lc.split() + if len(parts) >= 3: + case_type = f"{parts[1]} {parts[2]}" # e.g., "Case1 ClassA" + if case_type not in case_types: + case_types[case_type] = [] + case_types[case_type].append(lc) + + for case_type in sorted(case_types.keys()): + print(f" - {case_type} ({len(case_types[case_type])} positions)") + + print("\nEnter Load Case Filter (e.g., 'Case1', 'ClassA', 'Case2 Class70R')") + lc_input = input("Filter (or leave blank for all): ").strip() + if not lc_input: + lc_input = None + + print("\n") + self.print_moving_load_trace(load_case_filter=lc_input, girder_filter=g_input) + + continue + + elif main_choice == "4": + print("\n--- Envelope Configuration ---") + + # Show available girders + girder_map, _ = self.build_girders(verbose=False) + print("\nAvailable Girders:") + for g in girder_map.keys(): + print(f" - {g}") + + g_input = input("Enter Girder Name (or leave blank for all): ").strip() + if not g_input: + g_input = None + + lc_input = input("Enter Load Case Filter (or leave blank for all): ").strip() + if not lc_input: + lc_input = None + + self.print_envelopes(load_case_filter=lc_input, girder_filter=g_input) + continue + else: print("❌ Invalid option") From 97ba49179c323259bdb1128d63ed19a320c450d9 Mon Sep 17 00:00:00 2001 From: Manav Sharma Date: Mon, 16 Feb 2026 14:23:46 +0530 Subject: [PATCH 060/225] Added Elements to the Final Output Table --- .../plate_girder/analysis_results.py | 64 ++++++++++++++----- 1 file changed, 48 insertions(+), 16 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/analysis_results.py b/src/osdagbridge/core/bridge_types/plate_girder/analysis_results.py index 40376f9c9..b87a824e0 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/analysis_results.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/analysis_results.py @@ -402,9 +402,8 @@ def to_list(val): for lc in moving_lcs: print(f"\n>>> Load Case: {lc}") - print( - f"{'Girder':<10} | {'Max Vy (kN)':<12} | {'Min Vy (kN)':<12} | {'Max Mz (kNm)':<12} | {'Min Mz (kNm)':<12}") - print("-" * 75) + print(f"{'Girder':<8} | {'Ele':<8} | {'Max Vy (kN)':>12} | {'Min Vy (kN)':>12} | {'Max Mz (kNm)':>12} | {'Min Mz (kNm)':>12}") + print("-" * 90) for girder_name, girder_data in girder_map.items(): if g_filter and girder_name not in g_filter: @@ -416,20 +415,53 @@ def to_list(val): # Select ONLY this loadcase and elements for this girder subset = self.ds.sel(Loadcase=lc, Element=elements) - # Get max/min across elements and both i/j components for this specific loadcase - vy_max = max(subset.sel(Component="Vy_i")["forces"].max().values, - subset.sel(Component="Vy_j")["forces"].max().values) - vy_min = min(subset.sel(Component="Vy_i")["forces"].min().values, - subset.sel(Component="Vy_j")["forces"].min().values) - mz_max = max(subset.sel(Component="Mz_i")["forces"].max().values, - subset.sel(Component="Mz_j")["forces"].max().values) - mz_min = min(subset.sel(Component="Mz_i")["forces"].min().values, - subset.sel(Component="Mz_j")["forces"].min().values) - - print( - f"{girder_name:<10} | {float(vy_max):<12.3f} | {float(vy_min):<12.3f} | {float(mz_max):<12.3f} | {float(mz_min):<12.3f}") + # --- Vy Envelope --- + vy_i = subset.sel(Component="Vy_i")["forces"] + vy_j = subset.sel(Component="Vy_j")["forces"] + + mxi, mxj = float(vy_i.max()), float(vy_j.max()) + if mxi >= mxj: + v_max, v_max_e = mxi, int(vy_i.idxmax()) + else: + v_max, v_max_e = mxj, int(vy_j.idxmax()) + + mni, mnj = float(vy_i.min()), float(vy_j.min()) + if mni <= mnj: + v_min, v_min_e = mni, int(vy_i.idxmin()) + else: + v_min, v_min_e = mnj, int(vy_j.idxmin()) + + # --- Mz Envelope --- + mz_i = subset.sel(Component="Mz_i")["forces"] + mz_j = subset.sel(Component="Mz_j")["forces"] + + mmxi, mmxj = float(mz_i.max()), float(mz_j.max()) + if mmxi >= mmxj: + m_max, m_max_e = mmxi, int(mz_i.idxmax()) + else: + m_max, m_max_e = mmxj, int(mz_j.idxmax()) + + mmni, mmnj = float(mz_i.min()), float(mz_j.min()) + if mmni <= mmnj: + m_min, m_min_e = mmni, int(mz_i.idxmin()) + else: + m_min, m_min_e = mmnj, int(mz_j.idxmin()) + + # Group results by element to avoid redundant rows + # Each element that holds at least one extreme will get a row + crit_eles = defaultdict(lambda: {"v_max": "-", "v_min": "-", "m_max": "-", "m_min": "-"}) + crit_eles[v_max_e]["v_max"] = f"{v_max:.3f}" + crit_eles[v_min_e]["v_min"] = f"{v_min:.3f}" + crit_eles[m_max_e]["m_max"] = f"{m_max:.3f}" + crit_eles[m_min_e]["m_min"] = f"{m_min:.3f}" + + # Sort by element ID for consistent output + for eid in sorted(crit_eles.keys()): + vals = crit_eles[eid] + print(f"{girder_name:<8} | {eid:<8} | {vals['v_max']:>12} | {vals['min_vy' if False else 'v_min']:>12} | {vals['m_max']:>12} | {vals['m_min']:>12}") + except Exception as e: - print(f"{girder_name:<10} | ❌ Error: {e}") + print(f"{girder_name:<8} | ❌ Error: {e}") print("\n===================================================================") From 92e24590e2fdf4782dd66064826e69a8f1e792c4 Mon Sep 17 00:00:00 2001 From: Manav Sharma Date: Tue, 17 Feb 2026 23:31:36 +0530 Subject: [PATCH 061/225] Added Tables Using Pandas --- .../plate_girder/analysis_results.py | 222 +++++++++++++++--- 1 file changed, 192 insertions(+), 30 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/analysis_results.py b/src/osdagbridge/core/bridge_types/plate_girder/analysis_results.py index b87a824e0..e4fdad1d6 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/analysis_results.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/analysis_results.py @@ -9,6 +9,7 @@ import math from collections import defaultdict, deque import openseespy.opensees as ops +import pandas as pd class PlateGirderAnalysisResults: @@ -333,9 +334,6 @@ def to_list(val): continue print(f" --- Girder: {girder_name} ---") - print( - f" {'Element':<10} | {'Vy_i (kN)':<12} | {'Vy_j (kN)':<12} | {'Mz_i (kNm)':<12} | {'Mz_j (kNm)':<12}") - print(" " + "-" * 70) elements = girder_data["elements"] @@ -346,22 +344,18 @@ def to_list(val): continue # Skip if no elements match # 5. Get results for this girder and loadcase - # Retrieve all required components at once for efficiency try: - # Using dataset directly for speed scaling with multiple elements - # Select specific loadcase and elements subset = self.ds.sel(Loadcase=lc, Element=elements) - # Extract values - vy_i = subset.sel(Component="Vy_i")["forces"].values - vy_j = subset.sel(Component="Vy_j")["forces"].values - mz_i = subset.sel(Component="Mz_i")["forces"].values - mz_j = subset.sel(Component="Mz_j")["forces"].values - - # 6. Print results for each element - for idx, eid in enumerate(elements): - print( - f" {eid:<10} | {vy_i[idx]:<12.3f} | {vy_j[idx]:<12.3f} | {mz_i[idx]:<12.3f} | {mz_j[idx]:<12.3f}") + # Extract values and create DataFrame + df = pd.DataFrame({ + "Element": elements, + "Vy_i (kN)": subset.sel(Component="Vy_i")["forces"].values, + "Vy_j (kN)": subset.sel(Component="Vy_j")["forces"].values, + "Mz_i (kNm)": subset.sel(Component="Mz_i")["forces"].values, + "Mz_j (kNm)": subset.sel(Component="Mz_j")["forces"].values + }) + print(df.to_string(index=False)) except Exception as e: print(f" ❌ Error retrieving results for girder {girder_name}: {e}") @@ -402,8 +396,8 @@ def to_list(val): for lc in moving_lcs: print(f"\n>>> Load Case: {lc}") - print(f"{'Girder':<8} | {'Ele':<8} | {'Max Vy (kN)':>12} | {'Min Vy (kN)':>12} | {'Max Mz (kNm)':>12} | {'Min Mz (kNm)':>12}") - print("-" * 90) + + lc_data = [] for girder_name, girder_data in girder_map.items(): if g_filter and girder_name not in g_filter: @@ -448,23 +442,175 @@ def to_list(val): m_min, m_min_e = mmnj, int(mz_j.idxmin()) # Group results by element to avoid redundant rows - # Each element that holds at least one extreme will get a row - crit_eles = defaultdict(lambda: {"v_max": "-", "v_min": "-", "m_max": "-", "m_min": "-"}) - crit_eles[v_max_e]["v_max"] = f"{v_max:.3f}" - crit_eles[v_min_e]["v_min"] = f"{v_min:.3f}" - crit_eles[m_max_e]["m_max"] = f"{m_max:.3f}" - crit_eles[m_min_e]["m_min"] = f"{m_min:.3f}" - - # Sort by element ID for consistent output + crit_eles = defaultdict( + lambda: {"Max Vy (kN)": "-", "Min Vy (kN)": "-", "Max Mz (kNm)": "-", "Min Mz (kNm)": "-"}) + crit_eles[v_max_e]["Max Vy (kN)"] = f"{v_max:.3f}" + crit_eles[v_min_e]["Min Vy (kN)"] = f"{v_min:.3f}" + crit_eles[m_max_e]["Max Mz (kNm)"] = f"{m_max:.3f}" + crit_eles[m_min_e]["Min Mz (kNm)"] = f"{m_min:.3f}" + + # Add to loadcase data for eid in sorted(crit_eles.keys()): - vals = crit_eles[eid] - print(f"{girder_name:<8} | {eid:<8} | {vals['v_max']:>12} | {vals['min_vy' if False else 'v_min']:>12} | {vals['m_max']:>12} | {vals['m_min']:>12}") + row = {"Girder": girder_name, "Ele": eid} + row.update(crit_eles[eid]) + lc_data.append(row) except Exception as e: - print(f"{girder_name:<8} | ❌ Error: {e}") + lc_data.append({"Girder": girder_name, "Ele": "ERROR", "Max Vy (kN)": str(e)}) + + if lc_data: + df = pd.DataFrame(lc_data) + print(df.to_string(index=False)) print("\n===================================================================") + def print_critical_max_state(self): + """ + Finds the global maximum for a selected component across all moving load cases + within a selected category and displays the bridge-wide state at that critical position. + """ + print("\n--- Critical Maximum Result Viewer ---") + + # 1. Component Selection + print("Select Component:") + print("1. Vy_i") + print("2. Vy_j") + print("3. Mz_i") + print("4. Mz_j") + print("0. Back") + + choice = input("Enter choice: ").strip() + if choice == "0": + return + + comp_map = {"1": "Vy_i", "2": "Vy_j", "3": "Mz_i", "4": "Mz_j"} + if choice not in comp_map: + print("❌ Invalid selection") + return + + comp = comp_map[choice] + + # 2. Category Selection (Moving Load Cases) + lc_groups = self.classify_loadcases() + moving_lcs = lc_groups["vehicle_moving"] + + if not moving_lcs: + print("❌ No moving load cases found.") + return + + # Group by case type (e.g., "Case1 ClassA", "Case2 Class70R") + case_types = {} + for lc in moving_lcs: + parts = lc.split() + if len(parts) >= 3: + case_type = f"{parts[1]} {parts[2]}" + if case_type not in case_types: + case_types[case_type] = [] + case_types[case_type].append(lc) + + categories = sorted(case_types.keys()) + print("\nSelect Moving Load Category:") + for i, category in enumerate(categories, 1): + print(f"{i}. {category}") + print("0. Back") + + cat_choice = input("Enter choice: ").strip() + if cat_choice == "0": + return + + if not cat_choice.isdigit() or int(cat_choice) < 1 or int(cat_choice) > len(categories): + print("❌ Invalid selection") + return + + selected_category = categories[int(cat_choice) - 1] + relevant_lcs = case_types[selected_category] + + girder_map, _ = self.build_girders(verbose=False) + + global_max = -float('inf') + crit_lc = None + crit_girder = None + crit_ele = None + + print(f"\nSearching for maximum {comp} in {selected_category} ({len(relevant_lcs)} positions)...") + + # 3. Search for global maximum within selected category + for lc in relevant_lcs: + for g_name, g_data in girder_map.items(): + elements = g_data["elements"] + try: + subset = self.ds.sel(Loadcase=lc, Element=elements, Component=comp)["forces"] + current_max = float(subset.max()) + if current_max > global_max: + global_max = current_max + crit_lc = lc + crit_girder = g_name + crit_ele = int(subset.idxmax()) + except Exception: + continue + + if crit_lc is None: + print("❌ No results found.") + return + + print("\n" + "=" * 100) + print(" " * 35 + "GLOBAL CRITICAL MAXIMUM SUMMARY") + print("=" * 100) + + # 3.1 Parse load case string for short name and position + # Format usually: "Moving Case1 ClassA L2 at global position [23.95,0.00,0.00]" + short_lc = crit_lc + position_str = "-" + if " at global position " in crit_lc: + parts = crit_lc.split(" at global position ") + short_lc = parts[0].replace("Moving ", "") # e.g. "Case1 ClassA L2" + position_str = parts[1] # e.g. "[23.95,0.00,0.00]" + + summary_data = [{ + "Component": comp, + "Girder": crit_girder, + "Element": crit_ele, + "Value": f"{global_max:.3f}", + "Loadcase (Short)": short_lc, + "Position": position_str + }] + summary_df = pd.DataFrame(summary_data) + print(summary_df.to_string(index=False)) + print("=" * 100) + + # 4. Print bridge-wide state at this critical load case position + print(f"\n--- Bridge State at {crit_lc} ---") + + for g_name, g_data in girder_map.items(): + elements = g_data["elements"] + print(f"\n>>> Girder: {g_name}") + try: + subset = self.ds.sel(Loadcase=crit_lc, Element=elements) + + vy_i = subset.sel(Component="Vy_i")["forces"].values + vy_j = subset.sel(Component="Vy_j")["forces"].values + mz_i = subset.sel(Component="Mz_i")["forces"].values + mz_j = subset.sel(Component="Mz_j")["forces"].values + + # Separate girder data collection + girder_data = [] + for i, eid in enumerate(elements): + row = { + "Element": eid, + "Vy_i": f"{vy_i[i]:.3f}", + "Vy_j": f"{vy_j[i]:.3f}", + "Mz_i": f"{mz_i[i]:.3f}", + "Mz_j": f"{mz_j[i]:.3f}" + } + girder_data.append(row) + + df = pd.DataFrame(girder_data) + print(df.to_string(index=False)) + except Exception as e: + print(f" ❌ Error for girder {g_name}: {e}") + + print("\n" + "=" * 80) + def run_interactive_viewer(self): while True: @@ -475,6 +621,7 @@ def run_interactive_viewer(self): print("2. Show Analysis Result") print("3. Show moving load trace") print("4. Show max/min envelopes") + print("5. Show critical maximum state") print("0. Exit") print("==============================") @@ -620,8 +767,19 @@ def run_interactive_viewer(self): ) print(f"\nResults | {key} | {lc} | {comp}") + + # Convert results to a pandas DataFrame for better formatting + data = [] for eid, val in res.items(): - print(f"Element {eid}: {val}") + try: + # Handle potential array values to get a clean scalar + scalar_val = float(val) if val is not None else val + except (TypeError, ValueError): + scalar_val = val + data.append({"Element": eid, comp: scalar_val}) + + df = pd.DataFrame(data) + print(df.to_string(index=False)) continue @@ -693,5 +851,9 @@ def run_interactive_viewer(self): self.print_envelopes(load_case_filter=lc_input, girder_filter=g_input) continue + elif main_choice == "5": + self.print_critical_max_state() + continue + else: print("❌ Invalid option") From 7f2f4a3094d31317ae1f357c24c16bf298c54948 Mon Sep 17 00:00:00 2001 From: Manav Sharma Date: Sun, 22 Feb 2026 15:06:17 +0530 Subject: [PATCH 062/225] Added Neccessay Values To The Table And Also Changed Accordingly For Absolute Maximum Added Neccessary Changes Added Logic For Overhang Updated The Girder And Overhang Logic Restore plategirderbridge.py to match upstream dev Removed Unecessary files Added Changes To Gitignore Added Changes To Gitignore Changes chore: remove redundant mat_lib.json Made Changes To Gitignore --- .gitignore | 67 ++- mat_lib.json | 162 ------- .../bridge_types/plate_girder/analyser.py | 7 +- .../plate_girder/analysis_results.py | 311 +++++++++--- .../bridge_types/plate_girder/mat_lib.json | 162 ------- .../plate_girder/plategirderbridge.py | 442 ++++++++++++++++++ 6 files changed, 737 insertions(+), 414 deletions(-) delete mode 100644 mat_lib.json delete mode 100644 src/osdagbridge/core/bridge_types/plate_girder/mat_lib.json create mode 100644 src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py diff --git a/.gitignore b/.gitignore index 116fc130d..b4add9f52 100644 --- a/.gitignore +++ b/.gitignore @@ -1,28 +1,7 @@ -# Mac -.DS_Store - -# IDE -.idea/ - -# Python env -osdagbridge-env/ -venv/ -env/ - -# Sub repos / libs -ospgrillage/ - -# Temp plots -temp_plot.html -*.html - -# Python cache -__pycache__/ -*.pyc# Byte-compiled / optimized / DLL files +# Byte-compiled / optimized / DLL files */__pycache__/ *.py[codz] *$py.class -.DS_Store */.vscode/* # C extensions @@ -73,6 +52,36 @@ coverage.xml .pytest_cache/ cover/ +# Type Checkers +.mypy_cache/ +.dmypy.json +dmypy.json +.pyre/ +.pytype/ +.ruff_cache/ + +# Documentation +docs/_build/ +/site +site/ + +# Jupyter / IPython +.ipynb_checkpoints +profile_default/ +ipython_config.py + +# Web / Flask / Django / Scrapy +instance/ +.webassets-cache +.scrapy +local_settings.py + +# Project-specific temp files +temp_plot.html +*.html +src/osdag_map_cache/ +/osdag_map_cache/ + # Translations *.mo *.pot @@ -165,6 +174,8 @@ venv/ ENV/ env.bak/ venv.bak/ +osdagbridge-env/ + # Spyder project settings .spyderproject @@ -195,7 +206,8 @@ cython_debug/ # be found at https://github.com/github/gitignore/blob/main/Global/JetBrains.gitignore # and can be added to the global gitignore or merged into this file. For a more nuclear # option (not recommended) you can uncomment the following to ignore the entire idea folder. -#.idea/ +.idea/ + # Abstra # Abstra is an AI-powered process automation framework. @@ -208,7 +220,7 @@ cython_debug/ # that can be found at https://github.com/github/gitignore/blob/main/Global/VisualStudioCode.gitignore # and can be added to the global gitignore or merged into this file. However, if you prefer, # you could uncomment the following to ignore the entire vscode folder -# .vscode/ +.vscode/ # Ruff stuff: .ruff_cache/ @@ -239,4 +251,9 @@ src/osdag_map_cache/ # Database files *.db *.sqlite -*.sqlite3 \ No newline at end of file +*.sqlite3 + +# Project-specific ignores +ospgrillage/ +temp_plot.html +*.html \ No newline at end of file diff --git a/mat_lib.json b/mat_lib.json deleted file mode 100644 index b5407cafe..000000000 --- a/mat_lib.json +++ /dev/null @@ -1,162 +0,0 @@ -{ - "concrete": { - "AS5100-2017": { - "units": "SI", - "25MPa": { - "fc": 25, - "E": 26.7, - "v": 0.2, - "rho": 2400.0 - }, - "32MPa": { - "fc": 32, - "E": 30.1, - "v": 0.2, - "rho": 2400.0 - }, - "40MPa": { - "fc": 40, - "E": 32.8, - "v": 0.2, - "rho": 2400.0 - }, - "50MPa": { - "fc": 50, - "E": 34.8, - "v": 0.2, - "rho": 2400.0 - }, - "65MPa": { - "fc": 65, - "E": 37.4, - "v": 0.2, - "rho": 2400.0 - }, - "80MPa": { - "fc": 80, - "E": 39.6, - "v": 0.2, - "rho": 2400.0 - }, - "100MPa": { - "fc": 100, - "E": 42.2, - "v": 0.2, - "rho": 2400.0 - } - }, - "AASHTO-LRFD-8th": { - "units": "SI", - "2.4ksi": { - "fc": 16.55, - "E": 23.2223, - "v": 0.2, - "rho": 2402.7 - }, - "3.0ksi": { - "fc": 20.68, - "E": 24.997, - "v": 0.2, - "rho": 2402.7 - }, - "3.6ksi": { - "fc": 24.82, - "E": 26.547, - "v": 0.2, - "rho": 2402.7 - }, - "4.0ksi": { - "fc": 27.58, - "E": 27.486, - "v": 0.2, - "rho": 2402.7 - }, - "5.0ksi": { - "fc": 34.47, - "E": 29.587, - "v": 0.2, - "rho": 2402.7 - }, - "6.0ksi": { - "fc": 41.37, - "E": 31.856, - "v": 0.2, - "rho": 2402.7 - }, - "7.5ksi": { - "fc": 51.71, - "E": 34.999, - "v": 0.2, - "rho": 2402.7 - }, - "10.0ksi": { - "fc": 68.95, - "E": 39.8, - "v": 0.2, - "rho": 2402.7 - }, - "15.0ksi": { - "fc": 103.42, - "E": 48.582, - "v": 0.2, - "rho": 2402.7 - } - } - }, - "steel": { - "AS5100.6-2004": { - "units": "SI", - "R250N": { - "fy": 250, - "E": 200.0, - "v": 0.25, - "rho": 7850 - }, - "D500N": { - "fy": 500, - "E": 200.0, - "v": 0.25, - "rho": 7850 - }, - "D500L": { - "fy": 500, - "E": 200.0, - "v": 0.25, - "rho": 7850 - } - }, - "AASHTO-LRFD-8th": { - "units": "SI", - "A615-40": { - "fy": 275.8, - "E": 200.0, - "v": 0.3, - "rho": 7849 - }, - "A615-60": { - "fy": 413.67, - "E": 200.0, - "v": 0.3, - "rho": 7849 - }, - "A615-75": { - "fy": 517.12, - "E": 200.0, - "v": 0.3, - "rho": 7849 - }, - "A615-80": { - "fy": 551.58, - "E": 200.0, - "v": 0.3, - "rho": 7849 - }, - "A615-100": { - "fy": 689.48, - "E": 200.0, - "v": 0.3, - "rho": 7849 - } - } - } -} \ No newline at end of file diff --git a/src/osdagbridge/core/bridge_types/plate_girder/analyser.py b/src/osdagbridge/core/bridge_types/plate_girder/analyser.py index fda4c9938..c786036bf 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/analyser.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/analyser.py @@ -81,7 +81,7 @@ def __init__(self): # self.w = 11.565 * m self.n_l = 7 self.n_t = 11 - self.edge_dist = 1.05 * m + self.edge_dist = 0 * m self.ext_to_int_dist = 2.2775 * m self.angle = 0 @@ -149,7 +149,7 @@ def create_model(self): skew=self.angle, num_long_grid=self.n_l, num_trans_grid=self.n_t, - edge_beam_dist=self.edge_dist, + edge_beam_dist=self.edge_dist, #0-no overhang ext_to_int_dist=self.ext_to_int_dist, mesh_type="Oblique" # ('Ortho' or 'Oblique') ) @@ -1168,7 +1168,8 @@ def plot(self, model=None): result_handler = PlateGirderAnalysisResults( dataset=results, - model=bridge.model + model=bridge.model, + edge_dist=bridge.edge_dist ) # result_handler.debug_loadcase_detection() diff --git a/src/osdagbridge/core/bridge_types/plate_girder/analysis_results.py b/src/osdagbridge/core/bridge_types/plate_girder/analysis_results.py index e4fdad1d6..6b0293499 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/analysis_results.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/analysis_results.py @@ -17,9 +17,10 @@ class PlateGirderAnalysisResults: # ======================================================== # INITIALIZATION # ======================================================== - def __init__(self, dataset, model): # storing analysis result + def __init__(self, dataset, model, edge_dist=0): # storing analysis result self.ds = dataset self.model = model + self.edge_dist = edge_dist # ======================================================== # DATASET BASED RESULTS (FORCES / MOMENTS) @@ -248,8 +249,21 @@ def build_girders(self, verbose=True): print(f"\nSpan length from geometry = {span_length}\n") girder_map = {} + all_pairs = list(zip(start_nodes, end_nodes)) + num_pairs = len(all_pairs) + + for i, (s, e) in enumerate(all_pairs, start=1): + # --- NAMING LOGIC --- + if self.edge_dist > 0: + if i == 1: + name = "EB1" + elif i == num_pairs: + name = "EB2" + else: + name = f"G{i - 1}" + else: + name = f"G{i}" - for i, (s, e) in enumerate(zip(start_nodes, end_nodes), start=1): path = self.bfs_shortest_path(adj, s, e) path_elements, element_map = self.get_elements_along_path(path, elements) length = self.compute_path_distance(nodes, path) @@ -258,7 +272,7 @@ def build_girders(self, verbose=True): if verbose: print("----------------------------------------") - print(f"Girder g{i}") + print(f"Member: {name}") print("----------------------------------------") print("Path :", path) @@ -271,7 +285,7 @@ def build_girders(self, verbose=True): print(f"\nLength : {length:.3f} m ({status})") print("----------------------------------------\n") - girder_map[f"g{i}"] = { + girder_map[name] = { "start": s, "end": e, "path": path, @@ -282,6 +296,18 @@ def build_girders(self, verbose=True): return girder_map, elements + def filter_girders(self, girder_map): + if self.edge_dist > 0: + # If there's an overhang, show everything (EB1, G1...Gn, EB2) + return girder_map + else: + # If no overhang (dist=0), hide the physical edge girders (G1 and Gn) + keys = list(girder_map.keys()) + if len(keys) <= 2: + return girder_map + filtered_keys = keys[1:-1] + return {k: girder_map[k] for k in filtered_keys} + # ======================================================== # PRINT MOVING LOAD TRACE # ======================================================== @@ -291,7 +317,7 @@ def print_moving_load_trace(self, load_case_filter=None, girder_filter=None, ele Iterates through all moving load cases and all girders. :param load_case_filter: (str or list) Print only load cases containing this string(s). - :param girder_filter: (str or list) Print only girders matching this name(s) (e.g. "g1"). + :param girder_filter: (str or list) Print only girders matching this name(s) (e.g. "G1"). :param element_filter: (int or list) Print only specific element IDs. """ @@ -314,6 +340,7 @@ def to_list(val): # 2. Build girders girder_map, _ = self.build_girders(verbose=False) + girder_map = self.filter_girders(girder_map) print("\n================ MOVING LOAD TRACE ================") @@ -350,10 +377,18 @@ def to_list(val): # Extract values and create DataFrame df = pd.DataFrame({ "Element": elements, - "Vy_i (kN)": subset.sel(Component="Vy_i")["forces"].values, - "Vy_j (kN)": subset.sel(Component="Vy_j")["forces"].values, - "Mz_i (kNm)": subset.sel(Component="Mz_i")["forces"].values, - "Mz_j (kNm)": subset.sel(Component="Mz_j")["forces"].values + "Vx_i": subset.sel(Component="Vx_i")["forces"].values, + "Vx_j": subset.sel(Component="Vx_j")["forces"].values, + "Vy_i": subset.sel(Component="Vy_i")["forces"].values, + "Vy_j": subset.sel(Component="Vy_j")["forces"].values, + "Vz_i": subset.sel(Component="Vz_i")["forces"].values, + "Vz_j": subset.sel(Component="Vz_j")["forces"].values, + "Mx_i": subset.sel(Component="Mx_i")["forces"].values, + "Mx_j": subset.sel(Component="Mx_j")["forces"].values, + "My_i": subset.sel(Component="My_i")["forces"].values, + "My_j": subset.sel(Component="My_j")["forces"].values, + "Mz_i": subset.sel(Component="Mz_i")["forces"].values, + "Mz_j": subset.sel(Component="Mz_j")["forces"].values, }) print(df.to_string(index=False)) @@ -391,6 +426,7 @@ def to_list(val): return girder_map, _ = self.build_girders(verbose=False) + girder_map = self.filter_girders(girder_map) print("\n================ VEHICLE ENVELOPES (PER POSITION) ================") @@ -413,6 +449,27 @@ def to_list(val): vy_i = subset.sel(Component="Vy_i")["forces"] vy_j = subset.sel(Component="Vy_j")["forces"] + # --- Vx Envelope --- + vx_i = subset.sel(Component="Vx_i")["forces"] + vx_j = subset.sel(Component="Vx_j")["forces"] + + # --- Vz Envelope --- + vz_i = subset.sel(Component="Vz_i")["forces"] + vz_j = subset.sel(Component="Vz_j")["forces"] + + # --- Mx Envelope --- + mx_i = subset.sel(Component="Mx_i")["forces"] + mx_j = subset.sel(Component="Mx_j")["forces"] + + # --- My Envelope --- + my_i = subset.sel(Component="My_i")["forces"] + my_j = subset.sel(Component="My_j")["forces"] + + # --- Mz Envelope --- + mz_i = subset.sel(Component="Mz_i")["forces"] + mz_j = subset.sel(Component="Mz_j")["forces"] + + # Compute max/min for Vy mxi, mxj = float(vy_i.max()), float(vy_j.max()) if mxi >= mxj: v_max, v_max_e = mxi, int(vy_i.idxmax()) @@ -425,10 +482,59 @@ def to_list(val): else: v_min, v_min_e = mnj, int(vy_j.idxmin()) - # --- Mz Envelope --- - mz_i = subset.sel(Component="Mz_i")["forces"] - mz_j = subset.sel(Component="Mz_j")["forces"] + # Compute max/min for Vx + mx_i_val, mx_j_val = float(vx_i.max()), float(vx_j.max()) + if mx_i_val >= mx_j_val: + vx_max, vx_max_e = mx_i_val, int(vx_i.idxmax()) + else: + vx_max, vx_max_e = mx_j_val, int(vx_j.idxmax()) + + mn_i_val, mn_j_val = float(vx_i.min()), float(vx_j.min()) + if mn_i_val <= mn_j_val: + vx_min, vx_min_e = mn_i_val, int(vx_i.idxmin()) + else: + vx_min, vx_min_e = mn_j_val, int(vx_j.idxmin()) + + # Compute max/min for Vz + mz_i_val, mz_j_val = float(vz_i.max()), float(vz_j.max()) + if mz_i_val >= mz_j_val: + vz_max, vz_max_e = mz_i_val, int(vz_i.idxmax()) + else: + vz_max, vz_max_e = mz_j_val, int(vz_j.idxmax()) + + mnz_i_val, mnz_j_val = float(vz_i.min()), float(vz_j.min()) + if mnz_i_val <= mnz_j_val: + vz_min, vz_min_e = mnz_i_val, int(vz_i.idxmin()) + else: + vz_min, vz_min_e = mnz_j_val, int(vz_j.idxmin()) + + # Compute max/min for Mx + mx_i_val, mx_j_val = float(mx_i.max()), float(mx_j.max()) + if mx_i_val >= mx_j_val: + mx_max, mx_max_e = mx_i_val, int(mx_i.idxmax()) + else: + mx_max, mx_max_e = mx_j_val, int(mx_j.idxmax()) + + mnx_i_val, mnx_j_val = float(mx_i.min()), float(mx_j.min()) + if mnx_i_val <= mnx_j_val: + mx_min, mx_min_e = mnx_i_val, int(mx_i.idxmin()) + else: + mx_min, mx_min_e = mnx_j_val, int(mx_j.idxmin()) + + # Compute max/min for My + my_i_val, my_j_val = float(my_i.max()), float(my_j.max()) + if my_i_val >= my_j_val: + my_max, my_max_e = my_i_val, int(my_i.idxmax()) + else: + my_max, my_max_e = my_j_val, int(my_j.idxmax()) + mny_i_val, mny_j_val = float(my_i.min()), float(my_j.min()) + if mny_i_val <= mny_j_val: + my_min, my_min_e = mny_i_val, int(my_i.idxmin()) + else: + my_min, my_min_e = mny_j_val, int(my_j.idxmin()) + + # Compute max/min for Mz mmxi, mmxj = float(mz_i.max()), float(mz_j.max()) if mmxi >= mmxj: m_max, m_max_e = mmxi, int(mz_i.idxmax()) @@ -443,9 +549,30 @@ def to_list(val): # Group results by element to avoid redundant rows crit_eles = defaultdict( - lambda: {"Max Vy (kN)": "-", "Min Vy (kN)": "-", "Max Mz (kNm)": "-", "Min Mz (kNm)": "-"}) + lambda: { + "Max Vy (kN)": "-", + "Min Vy (kN)": "-", + "Max Vx (kN)": "-", + "Min Vx (kN)": "-", + "Max Vz (kN)": "-", + "Min Vz (kN)": "-", + "Max Mx (kNm)": "-", + "Min Mx (kNm)": "-", + "Max My (kNm)": "-", + "Min My (kNm)": "-", + "Max Mz (kNm)": "-", + "Min Mz (kNm)": "-", + }) crit_eles[v_max_e]["Max Vy (kN)"] = f"{v_max:.3f}" crit_eles[v_min_e]["Min Vy (kN)"] = f"{v_min:.3f}" + crit_eles[vx_max_e]["Max Vx (kN)"] = f"{vx_max:.3f}" + crit_eles[vx_min_e]["Min Vx (kN)"] = f"{vx_min:.3f}" + crit_eles[vz_max_e]["Max Vz (kN)"] = f"{vz_max:.3f}" + crit_eles[vz_min_e]["Min Vz (kN)"] = f"{vz_min:.3f}" + crit_eles[mx_max_e]["Max Mx (kNm)"] = f"{mx_max:.3f}" + crit_eles[mx_min_e]["Min Mx (kNm)"] = f"{mx_min:.3f}" + crit_eles[my_max_e]["Max My (kNm)"] = f"{my_max:.3f}" + crit_eles[my_min_e]["Min My (kNm)"] = f"{my_min:.3f}" crit_eles[m_max_e]["Max Mz (kNm)"] = f"{m_max:.3f}" crit_eles[m_min_e]["Min Mz (kNm)"] = f"{m_min:.3f}" @@ -483,7 +610,12 @@ def print_critical_max_state(self): if choice == "0": return - comp_map = {"1": "Vy_i", "2": "Vy_j", "3": "Mz_i", "4": "Mz_j"} + comp_map = { + "1": "Vy_i", + "2": "Vy_j", + "3": "Mz_i", + "4": "Mz_j", + } if choice not in comp_map: print("❌ Invalid selection") return @@ -526,26 +658,43 @@ def print_critical_max_state(self): relevant_lcs = case_types[selected_category] girder_map, _ = self.build_girders(verbose=False) + girder_map = self.filter_girders(girder_map) - global_max = -float('inf') + global_abs_max = -1.0 + crit_val = 0.0 crit_lc = None crit_girder = None crit_ele = None - print(f"\nSearching for maximum {comp} in {selected_category} ({len(relevant_lcs)} positions)...") + print(f"\nSearching for absolute maximum {comp} in {selected_category} ({len(relevant_lcs)} positions)...") - # 3. Search for global maximum within selected category + # 3. Search for absolute maximum within selected category for lc in relevant_lcs: for g_name, g_data in girder_map.items(): elements = g_data["elements"] try: subset = self.ds.sel(Loadcase=lc, Element=elements, Component=comp)["forces"] - current_max = float(subset.max()) - if current_max > global_max: - global_max = current_max + + # Find both max and min in this subset + s_max = float(subset.max()) + s_min = float(subset.min()) + + # Determine which has larger magnitude + if abs(s_max) >= abs(s_min): + local_abs_max = abs(s_max) + local_val = s_max + local_ele = int(subset.idxmax()) + else: + local_abs_max = abs(s_min) + local_val = s_min + local_ele = int(subset.idxmin()) + + if local_abs_max > global_abs_max: + global_abs_max = local_abs_max + crit_val = local_val crit_lc = lc crit_girder = g_name - crit_ele = int(subset.idxmax()) + crit_ele = local_ele except Exception: continue @@ -570,7 +719,7 @@ def print_critical_max_state(self): "Component": comp, "Girder": crit_girder, "Element": crit_ele, - "Value": f"{global_max:.3f}", + "Value": f"{crit_val:.3f}", "Loadcase (Short)": short_lc, "Position": position_str }] @@ -587,8 +736,16 @@ def print_critical_max_state(self): try: subset = self.ds.sel(Loadcase=crit_lc, Element=elements) + vx_i = subset.sel(Component="Vx_i")["forces"].values + vx_j = subset.sel(Component="Vx_j")["forces"].values vy_i = subset.sel(Component="Vy_i")["forces"].values vy_j = subset.sel(Component="Vy_j")["forces"].values + vz_i = subset.sel(Component="Vz_i")["forces"].values + vz_j = subset.sel(Component="Vz_j")["forces"].values + mx_i = subset.sel(Component="Mx_i")["forces"].values + mx_j = subset.sel(Component="Mx_j")["forces"].values + my_i = subset.sel(Component="My_i")["forces"].values + my_j = subset.sel(Component="My_j")["forces"].values mz_i = subset.sel(Component="Mz_i")["forces"].values mz_j = subset.sel(Component="Mz_j")["forces"].values @@ -597,8 +754,16 @@ def print_critical_max_state(self): for i, eid in enumerate(elements): row = { "Element": eid, + "Vx_i": f"{vx_i[i]:.3f}", + "Vx_j": f"{vx_j[i]:.3f}", "Vy_i": f"{vy_i[i]:.3f}", "Vy_j": f"{vy_j[i]:.3f}", + "Vz_i": f"{vz_i[i]:.3f}", + "Vz_j": f"{vz_j[i]:.3f}", + "Mx_i": f"{mx_i[i]:.3f}", + "Mx_j": f"{mx_j[i]:.3f}", + "My_i": f"{my_i[i]:.3f}", + "My_j": f"{my_j[i]:.3f}", "Mz_i": f"{mz_i[i]:.3f}", "Mz_j": f"{mz_j[i]:.3f}" } @@ -673,6 +838,7 @@ def run_interactive_viewer(self): if main_choice == "2": girder_map, elements = self.build_girders(verbose=False) + girder_map = self.filter_girders(girder_map) loadcases = self.get_available_loadcases() component_map = { @@ -740,8 +906,7 @@ def run_interactive_viewer(self): continue lc = loadcases[lc_in - 1] - import plots_widget - plots_widget.CURRENT_LOADCASE = lc + # Plotting disabled as per user request. # ================= RESULT TYPE LOOP ================= while True: @@ -786,67 +951,88 @@ def run_interactive_viewer(self): elif main_choice == "3": print("\n--- Moving Load Trace Configuration ---") - - # Get moving load cases lc_groups = self.classify_loadcases() moving_lcs = lc_groups["vehicle_moving"] - if not moving_lcs: print("❌ No moving load cases found.") continue - # Show available girders girder_map, _ = self.build_girders(verbose=False) - print("\nAvailable Girders:") - for g in girder_map.keys(): - print(f" - {g}") - - g_input = input("Enter Girder Name (or leave blank for all): ").strip() - if not g_input: + girder_map = self.filter_girders(girder_map) + g_list = list(girder_map.keys()) + + print("\nSelect Girder:") + for i, g in enumerate(g_list, 1): + print(f"{i}. {g}") + print(f"{len(g_list)+1}. All Girders") + print("0. Back") + + g_choice = input("Enter choice: ").strip() + if g_choice == "0": continue + + if not g_choice: + g_input = None + elif g_choice == str(len(g_list)+1): g_input = None + elif g_choice.isdigit() and 1 <= int(g_choice) <= len(g_list): + g_input = g_list[int(g_choice)-1] + else: + print("❌ Invalid selection") + continue # Show available moving load cases - print("\nAvailable Moving Load Cases:") - # Group by case type for better readability - case_types = {} + print("\nAvailable Moving Load Categories:") + case_types = defaultdict(list) for lc in moving_lcs: - # Extract case type (e.g., "Case1 ClassA" from "Moving Case1 ClassA L1 at...") parts = lc.split() if len(parts) >= 3: - case_type = f"{parts[1]} {parts[2]}" # e.g., "Case1 ClassA" - if case_type not in case_types: - case_types[case_type] = [] - case_types[case_type].append(lc) - - for case_type in sorted(case_types.keys()): - print(f" - {case_type} ({len(case_types[case_type])} positions)") - - print("\nEnter Load Case Filter (e.g., 'Case1', 'ClassA', 'Case2 Class70R')") - lc_input = input("Filter (or leave blank for all): ").strip() - if not lc_input: + case_types[f"{parts[1]} {parts[2]}"].append(lc) + + cats = sorted(case_types.keys()) + for i, cat in enumerate(cats, 1): + print(f"{i}. {cat}") + print(f"{len(cats)+1}. All Categories") + print("0. Back") + + lc_choice = input("Enter choice: ").strip() + if lc_choice == "0": continue + + if not lc_choice or lc_choice == str(len(cats)+1): lc_input = None + elif lc_choice.isdigit() and 1 <= int(lc_choice) <= len(cats): + lc_input = cats[int(lc_choice)-1] + else: + print("❌ Invalid selection") + continue - print("\n") self.print_moving_load_trace(load_case_filter=lc_input, girder_filter=g_input) - continue elif main_choice == "4": print("\n--- Envelope Configuration ---") - - # Show available girders girder_map, _ = self.build_girders(verbose=False) - print("\nAvailable Girders:") - for g in girder_map.keys(): - print(f" - {g}") - - g_input = input("Enter Girder Name (or leave blank for all): ").strip() - if not g_input: + girder_map = self.filter_girders(girder_map) + g_list = list(girder_map.keys()) + + print("\nSelect Girder:") + for i, g in enumerate(g_list, 1): + print(f"{i}. {g}") + print(f"{len(g_list)+1}. All Girders") + print("0. Back") + + g_choice = input("Enter choice: ").strip() + if g_choice == "0": continue + + if not g_choice or g_choice == str(len(g_list)+1): g_input = None + elif g_choice.isdigit() and 1 <= int(g_choice) <= len(g_list): + g_input = g_list[int(g_choice)-1] + else: + print("❌ Invalid selection") + continue - lc_input = input("Enter Load Case Filter (or leave blank for all): ").strip() - if not lc_input: - lc_input = None + lc_input = input("Enter Load Case Filter (e.g. 'ClassA') or leave blank for all: ").strip() + if not lc_input: lc_input = None self.print_envelopes(load_case_filter=lc_input, girder_filter=g_input) continue @@ -857,3 +1043,4 @@ def run_interactive_viewer(self): else: print("❌ Invalid option") + diff --git a/src/osdagbridge/core/bridge_types/plate_girder/mat_lib.json b/src/osdagbridge/core/bridge_types/plate_girder/mat_lib.json deleted file mode 100644 index b5407cafe..000000000 --- a/src/osdagbridge/core/bridge_types/plate_girder/mat_lib.json +++ /dev/null @@ -1,162 +0,0 @@ -{ - "concrete": { - "AS5100-2017": { - "units": "SI", - "25MPa": { - "fc": 25, - "E": 26.7, - "v": 0.2, - "rho": 2400.0 - }, - "32MPa": { - "fc": 32, - "E": 30.1, - "v": 0.2, - "rho": 2400.0 - }, - "40MPa": { - "fc": 40, - "E": 32.8, - "v": 0.2, - "rho": 2400.0 - }, - "50MPa": { - "fc": 50, - "E": 34.8, - "v": 0.2, - "rho": 2400.0 - }, - "65MPa": { - "fc": 65, - "E": 37.4, - "v": 0.2, - "rho": 2400.0 - }, - "80MPa": { - "fc": 80, - "E": 39.6, - "v": 0.2, - "rho": 2400.0 - }, - "100MPa": { - "fc": 100, - "E": 42.2, - "v": 0.2, - "rho": 2400.0 - } - }, - "AASHTO-LRFD-8th": { - "units": "SI", - "2.4ksi": { - "fc": 16.55, - "E": 23.2223, - "v": 0.2, - "rho": 2402.7 - }, - "3.0ksi": { - "fc": 20.68, - "E": 24.997, - "v": 0.2, - "rho": 2402.7 - }, - "3.6ksi": { - "fc": 24.82, - "E": 26.547, - "v": 0.2, - "rho": 2402.7 - }, - "4.0ksi": { - "fc": 27.58, - "E": 27.486, - "v": 0.2, - "rho": 2402.7 - }, - "5.0ksi": { - "fc": 34.47, - "E": 29.587, - "v": 0.2, - "rho": 2402.7 - }, - "6.0ksi": { - "fc": 41.37, - "E": 31.856, - "v": 0.2, - "rho": 2402.7 - }, - "7.5ksi": { - "fc": 51.71, - "E": 34.999, - "v": 0.2, - "rho": 2402.7 - }, - "10.0ksi": { - "fc": 68.95, - "E": 39.8, - "v": 0.2, - "rho": 2402.7 - }, - "15.0ksi": { - "fc": 103.42, - "E": 48.582, - "v": 0.2, - "rho": 2402.7 - } - } - }, - "steel": { - "AS5100.6-2004": { - "units": "SI", - "R250N": { - "fy": 250, - "E": 200.0, - "v": 0.25, - "rho": 7850 - }, - "D500N": { - "fy": 500, - "E": 200.0, - "v": 0.25, - "rho": 7850 - }, - "D500L": { - "fy": 500, - "E": 200.0, - "v": 0.25, - "rho": 7850 - } - }, - "AASHTO-LRFD-8th": { - "units": "SI", - "A615-40": { - "fy": 275.8, - "E": 200.0, - "v": 0.3, - "rho": 7849 - }, - "A615-60": { - "fy": 413.67, - "E": 200.0, - "v": 0.3, - "rho": 7849 - }, - "A615-75": { - "fy": 517.12, - "E": 200.0, - "v": 0.3, - "rho": 7849 - }, - "A615-80": { - "fy": 551.58, - "E": 200.0, - "v": 0.3, - "rho": 7849 - }, - "A615-100": { - "fy": 689.48, - "E": 200.0, - "v": 0.3, - "rho": 7849 - } - } - } -} \ No newline at end of file diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py new file mode 100644 index 000000000..fad6604b1 --- /dev/null +++ b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py @@ -0,0 +1,442 @@ +"""Main PG bridge file """ + +from __future__ import annotations + +from dataclasses import asdict, dataclass, field +from typing import Any, Callable, Dict, Mapping, Optional + +from osdagbridge.core.utils.common import ( + DEFAULT_CRASH_BARRIER_WIDTH, + DEFAULT_GIRDER_SPACING, + DEFAULT_RAILING_WIDTH, + KEY_CARRIAGEWAY_WIDTH, + KEY_CRASH_BARRIER_WIDTH, + KEY_DECK_OVERHANG, + KEY_DECK_THICKNESS, + KEY_FOOTPATH_WIDTH, + KEY_GIRDER_BOTTOM_FLANGE_WIDTH, + KEY_GIRDER_DEPTH, + KEY_GIRDER_SPACING, + KEY_GIRDER_SYMMETRY, + KEY_GIRDER_TOP_FLANGE_WIDTH, + KEY_GIRDER_TOP_FLANGE_THICKNESS, + KEY_GIRDER_WEB_THICKNESS, + KEY_INCLUDE_MEDIAN, + KEY_NO_OF_GIRDERS, + KEY_RAILING_WIDTH, + KEY_SKEW_ANGLE, + KEY_SPAN, + MIN_FOOTPATH_WIDTH, +) + +from .bridge_geometry import BridgeGeometry, CrossSectionLayout +from .cad_generator import export_step +from .designer import design +from .initial_sizing import BridgeConfigurationSolver, preliminary_sizing +from .report_generator import section_report +from .ui_fields import FrontendData +from .ui_fields_additional_input import ( + CRASH_BARRIER_TAB_SCHEMA, + DESIGN_OPTIONS_CONT_SCHEMA, + DESIGN_OPTIONS_SCHEMA, + GIRDER_DETAILS_SCHEMA, + LANE_DETAILS_TAB_SCHEMA, + LAYOUT_TAB_SCHEMA, + MEDIAN_TAB_SCHEMA, + RAILING_TAB_SCHEMA, + SUPPORT_CONDITIONS_SCHEMA, + WEARING_COURSE_TAB_SCHEMA, +) + +try: + from .dto import PlateGirderDTO +except Exception: + @dataclass + class PlateGirderDTO: + """Fallback DTO when dto.py is unavailable.""" + + name: str + + +def _first_present(source: Mapping[str, Any], *keys: str) -> Any: + for key in keys: + if key in source and source[key] not in ("", None): + return source[key] + return None + + +def _as_float(value: Any, default: float) -> float: + if value in ("", None): + return default + try: + return float(value) + except (TypeError, ValueError): + return default + + +def _as_int(value: Any, default: int) -> int: + if value in ("", None): + return default + try: + return int(float(value)) + except (TypeError, ValueError): + return default + + +def _as_bool(value: Any, default: bool = False) -> bool: + if value is None: + return default + if isinstance(value, bool): + return value + if isinstance(value, (int, float)): + return bool(value) + return str(value).strip().lower() in {"1", "true", "yes", "y"} + + +def _to_m(value: Any) -> float: + """Accept meters directly; if value looks like mm, convert to meters.""" + as_float = _as_float(value, 0.0) + return as_float / 1000.0 if as_float > 10.0 else as_float + + +@dataclass +class PlateGirderRunResult: + dto: PlateGirderDTO + initial_sizing: Dict[str, Any] = field(default_factory=dict) + geometry: Dict[str, Any] = field(default_factory=dict) + analysis: Dict[str, Any] = field(default_factory=dict) + analysis_results: Dict[str, Any] = field(default_factory=dict) + design: Dict[str, Any] = field(default_factory=dict) + modifier: Dict[str, Any] = field(default_factory=dict) + cad: Dict[str, Any] = field(default_factory=dict) + report: Dict[str, Any] = field(default_factory=dict) + + def to_dict(self) -> Dict[str, Any]: + return asdict(self) + + +class PlateGirderBridge: + """Coordinator that stitches all plate-girder modules.""" + + def __init__( + self, + basic_inputs: Optional[Mapping[str, Any]] = None, + additional_inputs: Optional[Mapping[str, Any]] = None, + modifier_hook: Optional[Callable[[PlateGirderRunResult], Dict[str, Any]]] = None, + ) -> None: + self.basic_inputs = dict(basic_inputs or {}) + self.additional_inputs = dict(additional_inputs or {}) + self.modifier_hook = modifier_hook + self._analysis_engine = None + + @staticmethod + def get_basic_input_schema() -> list: + return FrontendData().input_values() + + @staticmethod + def get_additional_input_schema() -> Dict[str, Dict[str, Any]]: + return { + "layout": LAYOUT_TAB_SCHEMA, + "crash_barrier": CRASH_BARRIER_TAB_SCHEMA, + "median": MEDIAN_TAB_SCHEMA, + "railing": RAILING_TAB_SCHEMA, + "wearing_course": WEARING_COURSE_TAB_SCHEMA, + "lane_details": LANE_DETAILS_TAB_SCHEMA, + "support_conditions": SUPPORT_CONDITIONS_SCHEMA, + "design_options": DESIGN_OPTIONS_SCHEMA, + "design_options_cont": DESIGN_OPTIONS_CONT_SCHEMA, + "girder_details": GIRDER_DETAILS_SCHEMA, + } + + def _footpath_count(self) -> int: + footpath_value = _first_present(self.basic_inputs, "footpath", "Footpath") + if footpath_value is None: + return 0 + text = str(footpath_value).strip().lower() + if "both" in text: + return 2 + if "single" in text: + return 1 + return 0 + + def _build_dto(self) -> PlateGirderDTO: + structure_name = _first_present( + self.basic_inputs, + "Structure Type", + "structure_type", + "name", + ) + return PlateGirderDTO(name=str(structure_name or "plate_girder_bridge")) + + def _run_initial_sizing(self, dto: PlateGirderDTO) -> Dict[str, Any]: + span = _as_float(_first_present(self.basic_inputs, KEY_SPAN, "span"), 33.5) + carriageway_width = _as_float( + _first_present(self.basic_inputs, KEY_CARRIAGEWAY_WIDTH, "carriageway_width"), + 10.0, + ) + no_of_footpaths = self._footpath_count() + include_median = _as_bool(_first_present(self.basic_inputs, KEY_INCLUDE_MEDIAN, "include_median")) + + crash_barrier_width = _as_float( + _first_present(self.additional_inputs, KEY_CRASH_BARRIER_WIDTH, "crash_barrier_width"), + DEFAULT_CRASH_BARRIER_WIDTH, + ) + footpath_width = _as_float( + _first_present(self.additional_inputs, KEY_FOOTPATH_WIDTH, "footpath_width"), + MIN_FOOTPATH_WIDTH if no_of_footpaths else 0.0, + ) + railing_width = _as_float( + _first_present(self.additional_inputs, KEY_RAILING_WIDTH, "railing_width"), + DEFAULT_RAILING_WIDTH if no_of_footpaths else 0.0, + ) + median_width = _as_float(_first_present(self.additional_inputs, "median_width"), 0.0) + if not include_median: + median_width = 0.0 + + n_girders = max( + 2, + _as_int(_first_present(self.additional_inputs, KEY_NO_OF_GIRDERS, "no_of_girders"), 4), + ) + girder_spacing = _as_float( + _first_present(self.additional_inputs, KEY_GIRDER_SPACING, "girder_spacing"), + DEFAULT_GIRDER_SPACING, + ) + deck_overhang = _as_float( + _first_present(self.additional_inputs, KEY_DECK_OVERHANG, "deck_overhang"), + 0.5 * DEFAULT_GIRDER_SPACING, + ) + + top_flange_w = _to_m( + _first_present(self.additional_inputs, KEY_GIRDER_TOP_FLANGE_WIDTH, "top_flange_width") + ) + bot_flange_w = _to_m( + _first_present(self.additional_inputs, KEY_GIRDER_BOTTOM_FLANGE_WIDTH, "bottom_flange_width") + ) + max_flange_width = max(top_flange_w, bot_flange_w, 0.0) + + solver = BridgeConfigurationSolver( + carriageway_width=carriageway_width, + crash_barrier_width=crash_barrier_width, + footpath_width=footpath_width, + railing_width=railing_width, + median_width=median_width, + no_of_footpaths=no_of_footpaths, + flange_width=max_flange_width, + ) + + changed_field = "girders" + if _first_present(self.additional_inputs, KEY_DECK_OVERHANG, "deck_overhang") is not None: + changed_field = "overhang" + elif _first_present(self.additional_inputs, KEY_GIRDER_SPACING, "girder_spacing") is not None: + changed_field = "spacing" + + layout_result = solver._solve_layout( + no_of_girders=n_girders, + girder_spacing=girder_spacing, + deck_overhang=deck_overhang, + changed_field=changed_field, + ) + + deck_thickness = solver.get_deck_thickness( + _as_float(_first_present(self.additional_inputs, KEY_DECK_THICKNESS, "deck_thickness"), 200.0) + ) + footpath_width_checked = solver.get_footpath_width( + user_value=footpath_width, + footpath={0: "None", 1: "Single Side", 2: "Both Sides"}.get(no_of_footpaths, "None"), + ) + section_properties = solver.compute_section_properties( + span=span, + symmetry=str( + _first_present(self.additional_inputs, KEY_GIRDER_SYMMETRY, "symmetry") + or "Girder Symmetric" + ), + user_depth=_to_m(_first_present(self.additional_inputs, KEY_GIRDER_DEPTH, "depth")), + B_top=top_flange_w, + B_bot=bot_flange_w, + t_f_top=_to_m( + _first_present(self.additional_inputs, KEY_GIRDER_TOP_FLANGE_THICKNESS, "top_flange_thickness") + ), + t_f_bot=_to_m(_first_present(self.additional_inputs, "bottom_flange_thickness")), + t_w=_to_m(_first_present(self.additional_inputs, KEY_GIRDER_WEB_THICKNESS, "web_thickness")), + ) + + return { + "legacy_initial_sizing": preliminary_sizing(dto), + "layout": asdict(layout_result), + "deck_thickness_mm": deck_thickness, + "footpath_width_m": footpath_width_checked, + "section_properties": section_properties, + "inputs_resolved": { + "span_m": span, + "carriageway_width_m": carriageway_width, + "crash_barrier_width_m": crash_barrier_width, + "railing_width_m": railing_width, + "median_width_m": median_width, + "no_of_footpaths": no_of_footpaths, + }, + } + + def _build_geometry(self, initial_sizing: Dict[str, Any]) -> Dict[str, Any]: + span = _as_float(_first_present(self.basic_inputs, KEY_SPAN, "span"), 33.5) + layout_data = initial_sizing["layout"] + resolved = initial_sizing["inputs_resolved"] + + layout = CrossSectionLayout( + carriageway_width=resolved["carriageway_width_m"], + crash_barrier_width=resolved["crash_barrier_width_m"], + railing_width=resolved["railing_width_m"], + footpath_width=initial_sizing["footpath_width_m"], + median_width=resolved["median_width_m"], + no_of_footpaths=resolved["no_of_footpaths"], + ) + geometry = BridgeGeometry(span=span, width=layout.total_width) + layout.verify_bridge_width( + num_long_grid=layout_data["no_of_girders"], + ext_to_int_dist=layout_data["girder_spacing"], + edge_beam_dist=layout_data["deck_overhang"], + tol=1e-3, + ) + + return { + "span_m": geometry.span, + "width_m": geometry.width, + "bounds": geometry.bounds(), + "cross_section": layout.describe(), + } + + def _prepare_or_run_analysis( + self, + initial_sizing: Dict[str, Any], + run_analysis: bool, + include_live_load: bool, + ) -> Dict[str, Any]: + try: + from .analyser import BridgeGrillageModel # Imported lazily: heavy deps. + except Exception as exc: + return {"status": "skipped", "reason": f"analysis backend import failed: {exc}"} + + layout = initial_sizing["layout"] + span = _as_float(_first_present(self.basic_inputs, KEY_SPAN, "span"), 33.5) + skew = _as_float(_first_present(self.basic_inputs, KEY_SKEW_ANGLE, "skew_angle"), 0.0) + + engine = BridgeGrillageModel() + engine.L = span + engine.n_l = layout["no_of_girders"] + engine.ext_to_int_dist = layout["girder_spacing"] + engine.edge_dist = layout["deck_overhang"] + engine.angle = skew + engine.create_model() + + created_dead = [] + for method_name in ( + "create_self_weight_load", + "create_deck_load", + "create_wearing_course_load", + "create_footpath_load", + "create_crash_barrier_load", + "create_railing_load", + "create_median_load", + ): + method = getattr(engine, method_name) + load_case = method() + if load_case is not None: + created_dead.append(method_name) + + created_live = [] + if include_live_load: + for method_name in ( + "create_vehicle_load_cases", + "add_vehicle_load_cases_from_combinations", + "create_moving_vehicle_load_cases", + ): + getattr(engine, method_name)() + created_live.append(method_name) + + status = "prepared" + if run_analysis: + engine.analyze() + status = "completed" + + self._analysis_engine = engine + return { + "status": status, + "dead_load_steps": created_dead, + "live_load_steps": created_live, + } + + def _collect_analysis_results(self, analysis: Dict[str, Any]) -> Dict[str, Any]: + if analysis.get("status") == "skipped": + return {"status": "skipped", "reason": analysis.get("reason")} + if analysis.get("status") != "completed": + return { + "status": "not_run", + "note": "Analysis model is prepared. Run with run_analysis=True to produce results.", + } + return {"status": "completed", "note": "Use BridgeGrillageModel results/plot APIs for detailed tables."} + + def run( + self, + *, + run_analysis: bool = False, + include_live_load: bool = True, + cad_path: Optional[str] = None, + ) -> PlateGirderRunResult: + dto = self._build_dto() + initial_sizing = self._run_initial_sizing(dto) + geometry = self._build_geometry(initial_sizing) + analysis = self._prepare_or_run_analysis(initial_sizing, run_analysis, include_live_load) + analysis_results = self._collect_analysis_results(analysis) + design_result = design(dto) + + modifier_result: Dict[str, Any] = {"status": "skipped", "reason": "no modifier hook provided"} + if self.modifier_hook is not None: + temp = PlateGirderRunResult( + dto=dto, + initial_sizing=initial_sizing, + geometry=geometry, + analysis=analysis, + analysis_results=analysis_results, + design=design_result, + ) + modifier_result = self.modifier_hook(temp) + + cad_result: Dict[str, Any] = {"status": "skipped"} + if cad_path: + export_step(dto, cad_path) + cad_result = {"status": "generated", "path": cad_path} + + report_result = section_report(dto) + + return PlateGirderRunResult( + dto=dto, + initial_sizing=initial_sizing, + geometry=geometry, + analysis=analysis, + analysis_results=analysis_results, + design=design_result, + modifier=modifier_result, + cad=cad_result, + report=report_result, + ) + + +def run_plategirder_bridge( + basic_inputs: Optional[Mapping[str, Any]] = None, + additional_inputs: Optional[Mapping[str, Any]] = None, + *, + run_analysis: bool = False, + include_live_load: bool = True, + cad_path: Optional[str] = None, + modifier_hook: Optional[Callable[[PlateGirderRunResult], Dict[str, Any]]] = None, +) -> Dict[str, Any]: + """Functional wrapper around PlateGirderBridge.""" + bridge = PlateGirderBridge( + basic_inputs=basic_inputs, + additional_inputs=additional_inputs, + modifier_hook=modifier_hook, + ) + return bridge.run( + run_analysis=run_analysis, + include_live_load=include_live_load, + cad_path=cad_path, + ).to_dict() From ad50912b01d0dcc414657be48045a20b2f225e52 Mon Sep 17 00:00:00 2001 From: Garvit Singh Rathore Date: Tue, 3 Mar 2026 21:49:37 +0530 Subject: [PATCH 063/225] Include new message icons --- .../desktop/resources/resources.qrc | 6 +- .../desktop/resources/resources_rc.py | 2296 ++++++++++------- .../desktop/resources/vectors/msg_about.svg | 11 + .../resources/vectors/msg_critical.svg | 3 + .../desktop/resources/vectors/msg_success.svg | 19 + .../desktop/resources/vectors/msg_warning.svg | 12 + 6 files changed, 1372 insertions(+), 975 deletions(-) create mode 100644 src/osdagbridge/desktop/resources/vectors/msg_about.svg create mode 100644 src/osdagbridge/desktop/resources/vectors/msg_critical.svg create mode 100644 src/osdagbridge/desktop/resources/vectors/msg_success.svg create mode 100644 src/osdagbridge/desktop/resources/vectors/msg_warning.svg diff --git a/src/osdagbridge/desktop/resources/resources.qrc b/src/osdagbridge/desktop/resources/resources.qrc index 768af0f26..0201236c7 100644 --- a/src/osdagbridge/desktop/resources/resources.qrc +++ b/src/osdagbridge/desktop/resources/resources.qrc @@ -36,6 +36,10 @@ vectors/cross_section_closed_light.svg vectors/top_view_open_light.svg vectors/top_view_closed_light.svg + vectors/msg_success.svg + vectors/msg_warning.svg + vectors/msg_critical.svg + vectors/msg_about.svg - + \ No newline at end of file diff --git a/src/osdagbridge/desktop/resources/resources_rc.py b/src/osdagbridge/desktop/resources/resources_rc.py index 17936b672..e5be7bf4e 100644 --- a/src/osdagbridge/desktop/resources/resources_rc.py +++ b/src/osdagbridge/desktop/resources/resources_rc.py @@ -1,90 +1,91 @@ # Resource object code (Python 3) # Created by: object code -# Created by: The Resource Compiler for Qt version 6.10.1 +# Created by: The Resource Compiler for Qt version 6.10.2 # WARNING! 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+\x00\x00\x03\xda\x00\x00\x00\x00\x00\x01\x00\x00U\x0f\ +\x00\x00\x01\x9b&Y\xfe\xda\ +\x00\x00\x03\xb6\x00\x00\x00\x00\x00\x01\x00\x00N\xfc\ +\x00\x00\x01\x9c\xafk\x18\xf4\ +\x00\x00\x04h\x00\x00\x00\x00\x00\x01\x00\x00_T\ +\x00\x00\x01\x9c\xafk9:\ +\x00\x00\x00\xd4\x00\x00\x00\x00\x00\x01\x00\x00\x09*\ +\x00\x00\x01\x9b&Y\xfe\xda\ +\x00\x00\x00\xf6\x00\x00\x00\x00\x00\x01\x00\x00\x17i\ +\x00\x00\x01\x9c|\xb1\x92u\ +\x00\x00\x01\xdc\x00\x00\x00\x00\x00\x01\x00\x00%<\ +\x00\x00\x01\x9b&Y\xfe\xde\ +\x00\x00\x04\x02\x00\x00\x00\x00\x00\x01\x00\x00Zb\ +\x00\x00\x01\x9b&Y\xfe\xda\ +\x00\x00\x05\x0a\x00\x00\x00\x00\x00\x01\x00\x00e4\ +\x00\x00\x01\x9b&Y\xfe\xde\ +\x00\x00\x02\xa0\x00\x00\x00\x00\x00\x01\x00\x000t\ +\x00\x00\x01\x9c|\xb1\x92t\ +\x00\x00\x02v\x00\x00\x00\x00\x00\x01\x00\x00+!\ +\x00\x00\x01\x9b&Y\xfe\xda\ +\x00\x00\x00d\x00\x00\x00\x00\x00\x01\x00\x00\x05\x92\ +\x00\x00\x01\x9b&Y\xfe\xda\ +\x00\x00\x04*\x00\x00\x00\x00\x00\x01\x00\x00]!\ +\x00\x00\x01\x9b&Y\xfe\xde\ +\x00\x00\x01v\x00\x00\x00\x00\x00\x01\x00\x00 \xfc\ +\x00\x00\x01\x9b&Y\xfe\xde\ +\x00\x00\x01\xb0\x00\x00\x00\x00\x00\x01\x00\x00#\x07\ +\x00\x00\x01\x9b&Y\xfe\xda\ +\x00\x00\x03\x82\x00\x00\x00\x00\x00\x01\x00\x00D\xa2\ +\x00\x00\x01\x9b&Y\xfe\xde\ +\x00\x00\x01T\x00\x00\x00\x00\x00\x01\x00\x00\x1d\xfa\ +\x00\x00\x01\x9b&Y\xfe\xde\ +\x00\x00\x02\xe2\x00\x00\x00\x00\x00\x01\x00\x001\xda\ +\x00\x00\x01\x9b&Y\xfe\xde\ +\x00\x00\x04\xca\x00\x00\x00\x00\x00\x01\x00\x00c\x8e\ +\x00\x00\x01\x9b&Y\xfe\xda\ +\x00\x00\x028\x00\x00\x00\x00\x00\x01\x00\x00)\xbb\ +\x00\x00\x01\x9c|\xb1\x92u\ +\x00\x00\x02\x1e\x00\x00\x00\x00\x00\x01\x00\x00&\xe4\ +\x00\x00\x01\x9b&Y\xfe\xda\ +\x00\x00\x03\x14\x00\x00\x00\x00\x00\x01\x00\x00:\x09\ +\x00\x00\x01\x9c\xafj\xd4)\ \x00\x00\x00&\x00\x04\x00\x00\x00\x01\x00\x00\x00\x00\ -\x00\x00\x01\x9b\x97S.\xe7\ +\x00\x00\x01\x9b&Y\xfe\xda\ " def qInitResources(): diff --git a/src/osdagbridge/desktop/resources/vectors/msg_about.svg b/src/osdagbridge/desktop/resources/vectors/msg_about.svg new file mode 100644 index 000000000..1ac95438a --- /dev/null +++ b/src/osdagbridge/desktop/resources/vectors/msg_about.svg @@ -0,0 +1,11 @@ + + + + + + + + + + + diff --git a/src/osdagbridge/desktop/resources/vectors/msg_critical.svg b/src/osdagbridge/desktop/resources/vectors/msg_critical.svg new file mode 100644 index 000000000..8a8e20409 --- /dev/null +++ b/src/osdagbridge/desktop/resources/vectors/msg_critical.svg @@ -0,0 +1,3 @@ + + + \ No newline at end of file diff --git a/src/osdagbridge/desktop/resources/vectors/msg_success.svg b/src/osdagbridge/desktop/resources/vectors/msg_success.svg new file mode 100644 index 000000000..81c695d67 --- /dev/null +++ b/src/osdagbridge/desktop/resources/vectors/msg_success.svg @@ -0,0 +1,19 @@ + + + + + + + + + + + + \ No newline at end of file diff --git a/src/osdagbridge/desktop/resources/vectors/msg_warning.svg b/src/osdagbridge/desktop/resources/vectors/msg_warning.svg new file mode 100644 index 000000000..15f3e0ff3 --- /dev/null +++ b/src/osdagbridge/desktop/resources/vectors/msg_warning.svg @@ -0,0 +1,12 @@ + + + \ No newline at end of file From d3f4b24fcf7baca0e1cdefe729a9582961249598 Mon Sep 17 00:00:00 2001 From: Garvit Singh Rathore Date: Tue, 3 Mar 2026 21:51:32 +0530 Subject: [PATCH 064/225] feat: introduce custom titlebar, messagebox files and update imports --- .../desktop/ui/dialogs/additional_inputs.py | 2 +- .../desktop/ui/dialogs/custom_messagebox.py | 237 ++++++++++++++++++ .../ui/{utils => dialogs}/custom_titlebar.py | 2 +- .../desktop/ui/dialogs/deck_design.py | 2 +- .../desktop/ui/dialogs/steel_design.py | 2 +- .../ui/dialogs/tabs/custom_vehicle_dialog.py | 2 +- .../ui/dialogs/tabs/optimizable_field.py | 2 +- .../ui/dialogs/tabs/section_properties_tab.py | 2 +- .../sub_tabs/loading/load_combination_tab.py | 2 +- .../cross_bracing_details_tab.py | 2 +- .../end_diaphragm_details_tab.py | 2 +- .../section_properties/girder_details_tab.py | 2 +- .../dialogs/tabs/typical_section_details.py | 2 +- 13 files changed, 249 insertions(+), 12 deletions(-) create mode 100644 src/osdagbridge/desktop/ui/dialogs/custom_messagebox.py rename src/osdagbridge/desktop/ui/{utils => dialogs}/custom_titlebar.py (99%) diff --git a/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py b/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py index 093e3fa7b..a2e5674bb 100644 --- a/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py +++ b/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py @@ -15,7 +15,7 @@ from PySide6.QtGui import QDoubleValidator, QIntValidator from osdagbridge.core.utils.common import * -from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar +from osdagbridge.desktop.ui.dialogs.custom_titlebar import CustomTitleBar from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style, create_action_button_bar from osdagbridge.desktop.ui.dialogs.tabs.typical_section_details import TypicalSectionDetailsTab from osdagbridge.desktop.ui.dialogs.tabs.optimizable_field import OptimizableField diff --git a/src/osdagbridge/desktop/ui/dialogs/custom_messagebox.py b/src/osdagbridge/desktop/ui/dialogs/custom_messagebox.py new file mode 100644 index 000000000..697f41cab --- /dev/null +++ b/src/osdagbridge/desktop/ui/dialogs/custom_messagebox.py @@ -0,0 +1,237 @@ +import sys +from PySide6.QtWidgets import QApplication, QDialog, QVBoxLayout, QLabel, QPushButton, QHBoxLayout, QWidget, QSizeGrip +from PySide6.QtCore import Qt, QPoint +from PySide6.QtGui import QIcon, QPixmap + +# for standalone testing +# from custom_titlebar import CustomTitleBar +# from resources_rc import * + +from osdagbridge.desktop.ui.dialogs.custom_titlebar import CustomTitleBar +from osdagbridge.desktop.resources.resources_rc import * + +class MessageBoxType: + Information = "Information" + Warning = "Warning" + Critical = "Critical" + Success = "Success" + About = "About" + +class CustomMessageBox(QDialog): + def __init__(self, title="Message", text="Message", informativeText="", buttons=["OK"], dialogType=MessageBoxType.Information): + super().__init__() + self.setWindowFlags(Qt.FramelessWindowHint) + self.setAttribute(Qt.WA_StyledBackground, True) + self.setWindowIcon(QIcon(":/images/osdag_logo.png")) + self.setObjectName("CustomDialog") + + # Base stylesheet for the dialog + self.setStyleSheet( + """ + QDialog { + background-color: #ffffff; + border: 1px solid #90AF13; + } + """ + ) + + # Make dialog resizable + self.setSizeGripEnabled(True) + + # Main layout + mainLayout = QVBoxLayout(self) + mainLayout.setContentsMargins(1, 1, 1, 1) + mainLayout.setSpacing(0) + + # Custom title bar + self.titleBar = CustomTitleBar() + self.titleBar.setTitle(title) + mainLayout.addWidget(self.titleBar) + + # Content widget + contentWidget = QWidget(self) + contentWidget.setObjectName("ContentWidget") + contentLayout = QVBoxLayout(contentWidget) + contentLayout.setContentsMargins(20, 20, 20, 20) + contentLayout.setSpacing(8) + + # Icon and text layout + contentInnerLayout = QHBoxLayout() + self.iconLabel = QLabel(self) + self.setIconForType(dialogType) + contentInnerLayout.addWidget(self.iconLabel) + + # Text layout + textLayout = QVBoxLayout() + self.textLabel = QLabel(text, self) + self.textLabel.setStyleSheet(""" + color: #1f1f1f; + font-size: 12px; + border: none; + background: transparent; + """) + self.textLabel.setAlignment(Qt.AlignLeft) + textLayout.addWidget(self.textLabel) + + if informativeText: + self.informativeLabel = QLabel(informativeText, self) + self.informativeLabel.setStyleSheet("font-size: 12px; color: #555555;") + self.informativeLabel.setAlignment(Qt.AlignLeft) + self.informativeLabel.setWordWrap(True) + textLayout.addWidget(self.informativeLabel) + + contentInnerLayout.addLayout(textLayout) + contentLayout.addLayout(contentInnerLayout) + + # Button layout + buttonLayout = QHBoxLayout() + buttonLayout.setSpacing(6) + buttonLayout.setContentsMargins(0, 8, 0, 0) + buttonLayout.addStretch() + + # Button styling based on dialog type + buttonStyle = self.getButtonStyleForType(dialogType) + self.buttonMap = {} + for buttonText in buttons: + button = QPushButton(buttonText, self) + button.setFixedHeight(30) + button.setStyleSheet(buttonStyle) + button.clicked.connect(lambda checked, txt=buttonText: self.buttonClicked(txt)) + buttonLayout.addWidget(button, alignment=Qt.AlignmentFlag.AlignRight) + self.buttonMap[buttonText] = button + + contentLayout.addLayout(buttonLayout) + mainLayout.addWidget(contentWidget) + + self.result = None + self.dialogType = dialogType + + def setIconForType(self, dialogType): + # Use Qt's standard icons (replace with custom paths if needed) + icon_map = { + MessageBoxType.Information: ":/vectors/msg_info.svg", + MessageBoxType.Warning: ":/vectors/msg_warning.svg", + MessageBoxType.Success: ":/vectors/msg_success.svg", + MessageBoxType.Critical: ":/vectors/msg_critical.svg", + MessageBoxType.About: ":/vectors/msg_about.svg" + } + icon_path = icon_map.get(dialogType, icon_map[MessageBoxType.Information]) + self.iconLabel.setPixmap(QIcon(icon_path).pixmap(32, 32)) + self.iconLabel.setFixedSize(34, 34) + self.iconLabel.setStyleSheet("margin-right: 2px;") + + def getButtonStyleForType(self, dialogType): + # Define button styles based on dialog type + style_map = { + MessageBoxType.Information: """ + QPushButton { + background-color: #2196F3; + color: white; + border: none; + border-radius: 5px; + padding: 5px 15px; + font-size: 12px; + } + QPushButton:hover { + background-color: #1E88E5; + } + QPushButton:pressed { + background-color: #1976D2; + } + """, + MessageBoxType.Warning: """ + QPushButton { + background-color: #FF9800; + color: white; + border: none; + border-radius: 5px; + padding: 5px 15px; + font-size: 12px; + } + QPushButton:hover { + background-color: #FB8C00; + } + QPushButton:pressed { + background-color: #F57C00; + } + """, + MessageBoxType.Critical: """ + QPushButton { + background-color: #F44336; + color: white; + border: none; + border-radius: 5px; + padding: 5px 15px; + font-size: 12px; + } + QPushButton:hover { + background-color: #E53935; + } + QPushButton:pressed { + background-color: #D32F2F; + } + """, + MessageBoxType.Success: """ + QPushButton { + background-color: #4CAF50; + color: white; + border: none; + border-radius: 5px; + padding: 5px 15px; + font-size: 12px; + } + QPushButton:hover { + background-color: #45A049; + } + QPushButton:pressed { + background-color: #3D8B40; + } + """, + MessageBoxType.About: """ + QPushButton { + background-color: #64B5F6; + color: white; + border: none; + border-radius: 5px; + padding: 5px 15px; + font-size: 12px; + } + QPushButton:hover { + background-color: #42A5F5; + } + QPushButton:pressed { + background-color: #2196F3; + } + """ + } + return style_map.get(dialogType, style_map[MessageBoxType.Information]) + + def buttonClicked(self, buttonText): + self.result = buttonText + self.accept() + + def exec(self): + super().exec() + return self.result + + +# Test different dialog types +# if __name__ == "__main__": +# app = QApplication(sys.argv) +# dialog_types = [ +# (MessageBoxType.Information, "Information", "This is an information message!", "Additional details here.", ["OK"]), +# (MessageBoxType.Warning, "Warning", "This is a warning message!", "Proceed with caution.", ["OK", "Cancel"]), +# (MessageBoxType.Success, "Success", "Successfully build This Application", "Version 1.0, Created by Me", ["OK"]), +# (MessageBoxType.Critical, "Critical", "A critical error occurred!", "Please check your system.", ["Retry", "Cancel"]), +# (MessageBoxType.About, "About", "About This Application", "Version 1.0, Created by Me", ["OK"]) +# ] +# for dialog_type, title, text, informativeText, buttons in dialog_types: +# msgBox = CustomMessageBox( +# title=title, +# text=text, +# informativeText=informativeText, +# buttons=buttons, +# dialogType=dialog_type +# ) +# result = msgBox.exec() +# print(f"{dialog_type} Dialog result: {result}") \ No newline at end of file diff --git a/src/osdagbridge/desktop/ui/utils/custom_titlebar.py b/src/osdagbridge/desktop/ui/dialogs/custom_titlebar.py similarity index 99% rename from src/osdagbridge/desktop/ui/utils/custom_titlebar.py rename to src/osdagbridge/desktop/ui/dialogs/custom_titlebar.py index be46a2e46..4d2f68e4b 100644 --- a/src/osdagbridge/desktop/ui/utils/custom_titlebar.py +++ b/src/osdagbridge/desktop/ui/dialogs/custom_titlebar.py @@ -165,4 +165,4 @@ def mouseDoubleClickEvent(self, event: QMouseEvent): self._update_max_restore_icon() event.accept() else: - super().mouseDoubleClickEvent(event) + super().mouseDoubleClickEvent(event) \ No newline at end of file diff --git a/src/osdagbridge/desktop/ui/dialogs/deck_design.py b/src/osdagbridge/desktop/ui/dialogs/deck_design.py index 80407105b..7cd688a2f 100644 --- a/src/osdagbridge/desktop/ui/dialogs/deck_design.py +++ b/src/osdagbridge/desktop/ui/dialogs/deck_design.py @@ -18,7 +18,7 @@ from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style from osdagbridge.desktop.ui.utils.styled_scroll_area import StyledScrollArea -from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar +from osdagbridge.desktop.ui.dialogs.custom_titlebar import CustomTitleBar class NoScrollTable(QTableWidget): diff --git a/src/osdagbridge/desktop/ui/dialogs/steel_design.py b/src/osdagbridge/desktop/ui/dialogs/steel_design.py index 93c6a7d10..e214494aa 100644 --- a/src/osdagbridge/desktop/ui/dialogs/steel_design.py +++ b/src/osdagbridge/desktop/ui/dialogs/steel_design.py @@ -3,7 +3,7 @@ ) from PySide6.QtCore import Qt -from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar +from osdagbridge.desktop.ui.dialogs.custom_titlebar import CustomTitleBar from osdagbridge.desktop.ui.dialogs.tabs.steel_design_details import SteelDesignDetailsTab from osdagbridge.desktop.ui.dialogs.tabs.steel_design_analysis import SteelDesignAnalysisTab from osdagbridge.desktop.ui.dialogs.tabs.steel_design_check import SteelDesignCheckTab diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/custom_vehicle_dialog.py b/src/osdagbridge/desktop/ui/dialogs/tabs/custom_vehicle_dialog.py index 07859e9c3..e7aa848b2 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/custom_vehicle_dialog.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/custom_vehicle_dialog.py @@ -12,7 +12,7 @@ from PySide6.QtGui import QDoubleValidator, QIntValidator from osdagbridge.core.utils.common import * -from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar +from osdagbridge.desktop.ui.dialogs.custom_titlebar import CustomTitleBar from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style class CustomVehicleDialog(QDialog): diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/optimizable_field.py b/src/osdagbridge/desktop/ui/dialogs/tabs/optimizable_field.py index 09eb0cd43..c052595c0 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/optimizable_field.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/optimizable_field.py @@ -12,7 +12,7 @@ from PySide6.QtGui import QDoubleValidator, QIntValidator from osdagbridge.core.utils.common import * -from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar +from osdagbridge.desktop.ui.dialogs.custom_titlebar import CustomTitleBar from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style class OptimizableField(QWidget): diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/section_properties_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/section_properties_tab.py index 896eee012..716560e11 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/section_properties_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/section_properties_tab.py @@ -12,7 +12,7 @@ from PySide6.QtGui import QDoubleValidator, QIntValidator, QColor from osdagbridge.core.utils.common import * -from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar +from osdagbridge.desktop.ui.dialogs.custom_titlebar import CustomTitleBar from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style from osdagbridge.desktop.ui.dialogs.tabs.sub_tabs.section_properties.girder_details_tab import GirderDetailsTab from osdagbridge.desktop.ui.dialogs.tabs.sub_tabs.section_properties.stiffener_details_tab import StiffenerDetailsTab diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/load_combination_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/load_combination_tab.py index f91ec3773..2e116d73d 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/load_combination_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/load_combination_tab.py @@ -17,7 +17,7 @@ from PySide6.QtWidgets import QHeaderView from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style -from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar +from osdagbridge.desktop.ui.dialogs.custom_titlebar import CustomTitleBar from osdagbridge.core.bridge_types.plate_girder.ui_fields_additional_input import ( LOAD_COMBINATION_TAB_SCHEMA, ) diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/cross_bracing_details_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/cross_bracing_details_tab.py index ce59b45a5..b468696aa 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/cross_bracing_details_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/cross_bracing_details_tab.py @@ -12,7 +12,7 @@ from PySide6.QtGui import QDoubleValidator, QIntValidator from osdagbridge.core.utils.common import * -from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar +from osdagbridge.desktop.ui.dialogs.custom_titlebar import CustomTitleBar from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style from osdagbridge.desktop.ui.widgets.section_viewer import SectionPreviewWidget, SectionCatalog from osdagbridge.desktop.ui.widgets.placeholder_section_preview import PlaceholderSectionPreviewWidget diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/end_diaphragm_details_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/end_diaphragm_details_tab.py index 65a0e9189..51ec3d1e6 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/end_diaphragm_details_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/end_diaphragm_details_tab.py @@ -19,7 +19,7 @@ from PySide6.QtGui import QDoubleValidator, QIntValidator from osdagbridge.core.utils.common import * -from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar +from osdagbridge.desktop.ui.dialogs.custom_titlebar import CustomTitleBar from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style from osdagbridge.desktop.ui.utils.rolled_section_preview import RolledSectionPreview from osdagbridge.desktop.ui.widgets.section_viewer import SectionCatalog, SectionPreviewWidget diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/girder_details_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/girder_details_tab.py index 764e91852..24e824399 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/girder_details_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/girder_details_tab.py @@ -45,7 +45,7 @@ VALUES_WEB_TYPE, ) from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style -from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar +from osdagbridge.desktop.ui.dialogs.custom_titlebar import CustomTitleBar from osdagbridge.desktop.ui.utils.rolled_section_preview import RolledSectionPreview diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py b/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py index 908ded84d..a96b3a7e6 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py @@ -14,7 +14,7 @@ from osdagbridge.core.bridge_types.plate_girder.bridge_geometry import CrossSectionLayout from osdagbridge.core.utils.common import * -from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar +from osdagbridge.desktop.ui.dialogs.custom_titlebar import CustomTitleBar from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style from osdagbridge.desktop.ui.dialogs.tabs.sub_tabs.typical_section.layout_tab import LayoutTab from osdagbridge.desktop.ui.dialogs.tabs.sub_tabs.typical_section.crash_barrier_tab import CrashBarrierTab From ced0990cb252aade3f31171ea44167bb29c58e76 Mon Sep 17 00:00:00 2001 From: Garvit Singh Rathore Date: Wed, 4 Mar 2026 01:10:17 +0530 Subject: [PATCH 065/225] feat: introduced custom location input and design --- .../desktop/ui/dialogs/project_location.py | 584 +++++++----------- 1 file changed, 240 insertions(+), 344 deletions(-) diff --git a/src/osdagbridge/desktop/ui/dialogs/project_location.py b/src/osdagbridge/desktop/ui/dialogs/project_location.py index cf556cfdc..a250eb2b5 100644 --- a/src/osdagbridge/desktop/ui/dialogs/project_location.py +++ b/src/osdagbridge/desktop/ui/dialogs/project_location.py @@ -1,33 +1,27 @@ -from pathlib import Path - from PySide6.QtWidgets import ( QDialog, QVBoxLayout, QHBoxLayout, QLabel, QLineEdit, QWidget, - QCheckBox, QFrame, QPushButton, QComboBox, QSizePolicy, QSizeGrip, - QRadioButton, QButtonGroup, QStackedWidget, QSpacerItem, QMessageBox + QFrame, QPushButton, QComboBox, QSizePolicy, QSizeGrip, + QRadioButton, QButtonGroup, QStackedWidget, QSpacerItem ) -from PySide6.QtGui import QDesktopServices -from PySide6.QtCore import Qt, QUrl -from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar +from PySide6.QtCore import Qt +from osdagbridge.desktop.ui.dialogs.custom_titlebar import CustomTitleBar +from osdagbridge.desktop.ui.dialogs.custom_messagebox import CustomMessageBox, MessageBoxType from osdagbridge.core.bridge_types.plate_girder.ui_fields_project_location import ( get_state_list, get_station_list, get_default_location, get_weather, ) - -from PySide6.QtCore import Slot, Signal, QObject, QUrl from osdagbridge.desktop.ui.widgets.native_map import NativeMapWidget from osdagbridge.core.data.project_location.zone_lookup import get_zones_for_coordinates, get_temperature_for_coordinates # Session-level state to persist values across dialog open/close cycles # so that reopening the dialog retains user-entered or looked-up data. -LAST_CUSTOM_WEATHER_DATA = None # Custom data entered via the Custom Data dialog -LAST_WEATHER_DATA = None # Looked-up or persisted weather data (wind, seismic, temp) -LAST_LOCATION_METHOD = None # "location_name" or "map" -LAST_LOCATION_DATA = None # {"state": ..., "district": ...} or {"latitude": ..., "longitude": ...} - - +LAST_CUSTOM_WEATHER_DATA = None +LAST_WEATHER_DATA = None +LAST_LOCATION_METHOD = None # "location_name", "map", or "custom_data" +LAST_LOCATION_DATA = None # {"state": ..., "district": ...} or {"latitude": ..., "longitude": ...} class NoScrollComboBox(QComboBox): @@ -107,270 +101,6 @@ def apply_field_style(widget): """) -class CustomWeatherDataDialog(QDialog): - """ - Dialog to manually input weather/seismic data. - """ - def __init__(self, parent=None, initial_data=None): - super().__init__(parent) - self.setFixedSize(400, 420) - self.data = initial_data or {} - self.setWindowFlags(Qt.Dialog | Qt.FramelessWindowHint) - - self.setStyleSheet(""" - QDialog { - background-color: #ffffff; - border: 1px solid #90AF13; - } - QLabel { - color: #2d2d2d; - font-size: 12px; - font-weight: 500; - } - QLineEdit { - padding: 4px 8px; - border: 1px solid #dcdcdc; - border-radius: 4px; - background-color: white; - color: black; - font-size: 12px; - } - QLineEdit:focus { - border: 1px solid #90AF13; - } - QPushButton#primary { - background-color: #90AF13; - color: white; - border-radius: 6px; - padding: 6px 16px; - font-weight: 600; - border: none; - } - QPushButton#primary:hover { background-color: #7a9b0f; } - QPushButton#ghost { - background-color: #f1f1f1; - color: #1d1d1d; - border-radius: 6px; - padding: 6px 16px; - font-weight: 600; - border: none; - } - QPushButton#ghost:hover { background-color: #e6e6e6; } - """) - - # Main layout structure for custom title bar - main_layout = QVBoxLayout(self) - main_layout.setContentsMargins(1, 1, 1, 1) - main_layout.setSpacing(0) - - self.title_bar = CustomTitleBar() - self.title_bar.setTitle("Custom Weather Data") - main_layout.addWidget(self.title_bar) - - self.content_widget = QWidget(self) - main_layout.addWidget(self.content_widget, 1) - - layout = QVBoxLayout(self.content_widget) - layout.setSpacing(16) - layout.setContentsMargins(25, 25, 25, 25) - - # Basic Wind Speed - wind_layout = QVBoxLayout() - wind_layout.setSpacing(6) - wind_layout.addWidget(QLabel("Basic Wind Speed (m/s)")) - self.wind_input = QLineEdit() - self.wind_input.setPlaceholderText("e.g. 50") - if self.data.get("wind_speed"): - self.wind_input.setText(str(self.data.get("wind_speed"))) - wind_layout.addWidget(self.wind_input) - layout.addLayout(wind_layout) - - # Seismic Zone - zone_label = QLabel("Seismic Zone") - layout.addWidget(zone_label) - - self.zone_combo = NoScrollComboBox() - self.zone_combo.addItems(["Select Zone", "II", "III", "IV", "V"]) - if self.data.get("zone"): - index = self.zone_combo.findText(self.data.get("zone")) - if index >= 0: - self.zone_combo.setCurrentIndex(index) - - # Apply specific combo style locally or via stylesheet above - self.zone_combo.setStyleSheet(""" - QComboBox{ - padding: 4px 8px; - border: 1px solid #dcdcdc; - border-radius: 4px; - background-color: white; - color: black; - } - QComboBox::drop-down{ - subcontrol-origin: padding; - subcontrol-position: top right; - border-left: 0px; - } - QComboBox::down-arrow{ - image: url(:/vectors/arrow_down_light.svg); - width: 12px; - height: 12px; - margin-right: 8px; - } - QComboBox::down-arrow:on { - image: url(:/vectors/arrow_up_light.svg); - width: 12px; - height: 12px; - margin-right: 8px; - } - QComboBox QAbstractItemView{ - background-color: white; - border: 1px solid #dcdcdc; - outline: none; - } - QComboBox QAbstractItemView::item{ - color: black; - background-color: white; - border: none; - border: 1px solid white; - border-radius: 0; - padding: 2px; - } - QComboBox QAbstractItemView::item:hover{ - border: 1px solid #90AF13; - background-color: #90AF13; - color: black; - } - QComboBox QAbstractItemView::item:selected{ - background-color: #90AF13; - color: black; - border: 1px solid #90AF13; - } - QComboBox QAbstractItemView::item:selected:hover{ - background-color: #90AF13; - color: black; - border: 1px solid #94b816; - } - """) - - # Side-by-side layout for Zone and Z-Factor - zone_row = QHBoxLayout() - zone_row.setSpacing(15) - - # Add stretch factor 1 to make them equal width - zone_row.addWidget(self.zone_combo, 1) - - zone_to_z = {"II": "0.10", "III": "0.16", "IV": "0.24", "V": "0.36"} - current_z = zone_to_z.get(self.zone_combo.currentText(), "") - - self.zone_value = QLineEdit(str(current_z)) - self.zone_value.setReadOnly(True) - self.zone_value.setPlaceholderText("Zone Factor (Z)") - self.zone_value.setStyleSheet(""" - QLineEdit { - background-color: #f5f5f5; - color: #707070; - border: 1px solid #dcdcdc; - border-radius: 4px; - padding: 4px 8px; - } - """) - self.zone_combo.currentTextChanged.connect( - lambda text: self.zone_value.setText(zone_to_z.get(text, "")) - ) - - # Add stretch factor 1 to make them equal width - zone_row.addWidget(self.zone_value, 1) - layout.addLayout(zone_row) - - # Shade Air Temperature - temp_lbl = QLabel("Shade Air Temperature (°C)") - layout.addWidget(temp_lbl) - - temp_layout = QHBoxLayout() - temp_layout.setSpacing(15) - - max_col = QVBoxLayout() - max_col.setSpacing(6) - self.max_temp_input = QLineEdit() - self.max_temp_input.setPlaceholderText("Max") - if self.data.get("max_temp"): - self.max_temp_input.setText(str(self.data.get("max_temp"))) - max_col.addWidget(self.max_temp_input) - - min_col = QVBoxLayout() - min_col.setSpacing(6) - self.min_temp_input = QLineEdit() - self.min_temp_input.setPlaceholderText("Min") - if self.data.get("min_temp"): - self.min_temp_input.setText(str(self.data.get("min_temp"))) - min_col.addWidget(self.min_temp_input) - - temp_layout.addLayout(max_col) - temp_layout.addLayout(min_col) - layout.addLayout(temp_layout) - - layout.addStretch() - - # Build Footer - btn_layout = QHBoxLayout() - btn_layout.setSpacing(10) - btn_layout.addStretch() - - save_btn = QPushButton("Save") - save_btn.setObjectName("primary") - save_btn.setCursor(Qt.PointingHandCursor) - save_btn.clicked.connect(self.validate_and_save) - btn_layout.addWidget(save_btn) - - cancel_btn = QPushButton("Cancel") - cancel_btn.setObjectName("ghost") - cancel_btn.setCursor(Qt.PointingHandCursor) - cancel_btn.clicked.connect(self.reject) - btn_layout.addWidget(cancel_btn) - - layout.addLayout(btn_layout) - - def validate_and_save(self): - wind = self.wind_input.text().strip() - zone = self.zone_combo.currentText() - max_t = self.max_temp_input.text().strip() - min_t = self.min_temp_input.text().strip() - - if not wind or not max_t or not min_t or zone == "Select Zone": - QMessageBox.warning(self, "Incomplete Data", "Please enter all fields (Wind Speed, Seismic Zone, and Temperatures) before saving.") - return - - self.accept() - - def get_data(self): - # Map zone to z_value automatically - zone_to_z = { - "II": "0.10", - "III": "0.16", - "IV": "0.24", - "V": "0.36" - } - selected_zone = self.zone_combo.currentText() if self.zone_combo.currentText() != "Select Zone" else "" - z_value = zone_to_z.get(selected_zone, "") - - return { - "wind_speed": self.wind_input.text(), - "zone": selected_zone, - "z_value": z_value, - "max_temp": self.max_temp_input.text(), - "min_temp": self.min_temp_input.text() - } - - def showEvent(self, event): - """Center dialog on parent window when shown.""" - super().showEvent(event) - if self.parent(): - parent_geo = self.parent().geometry() - x = parent_geo.x() + (parent_geo.width() - self.width()) // 2 - y = parent_geo.y() + (parent_geo.height() - self.height()) // 2 - self.move(x, y) - - class ProjectLocationDialog(QDialog): """Dialog for selecting project location with multiple input methods.""" @@ -380,6 +110,8 @@ def __init__(self, parent=None): self.setMinimumHeight(520) self.setObjectName("project_location_dialog") self.default_location = get_default_location() + self._session_committed = False + self._initial_session_state = None # Restore session-level state self.custom_weather_data = LAST_CUSTOM_WEATHER_DATA @@ -392,28 +124,29 @@ def __init__(self, parent=None): } QLabel#headline { font-size: 15px; font-weight: 700; color: #2d2d2d; } QLabel#hint { color: #4a4a4a; } + QLabel { color: #1f1f1f; } QRadioButton { font-size: 12px; color: #1f1f1f; } QRadioButton::indicator { width: 16px; height: 16px; } QRadioButton::indicator::unchecked { border: 2px solid #90AF13; border-radius: 9px; background: transparent; } QRadioButton::indicator::checked { border: 2px solid #90AF13; background: #90AF13; border-radius: 9px; } QCheckBox { font-size: 12px; color: #1f1f1f; } QPushButton#primary { - background-color: #90AF13; - color: white; + background-color: #ffffff; + color: #1f1f1f; border-radius: 6px; padding: 8px 18px; font-weight: 600; } - QPushButton#primary:hover { background-color: #7a9b0f; } + QPushButton#primary:hover { background-color: #90AF13; } QPushButton#primary:pressed { background-color: #64850c; } QPushButton#ghost { - background-color: #f1f1f1; + background-color: #ffffff; color: #1d1d1d; border-radius: 6px; padding: 8px 14px; font-weight: 600; } - QPushButton#ghost:hover { background-color: #e6e6e6; } + QPushButton#ghost:hover { background-color: #90AF13; } QPushButton#ghost:pressed { background-color: #d9d9d9; } """) @@ -422,6 +155,41 @@ def __init__(self, parent=None): # Restore previous session state if available, otherwise apply defaults self._restore_session_state() + self._capture_initial_session_state() + + def _capture_initial_session_state(self): + """Capture module-level session state at dialog open time for cancel rollback.""" + self._initial_session_state = { + "custom_weather": LAST_CUSTOM_WEATHER_DATA, + "weather": LAST_WEATHER_DATA, + "location_method": LAST_LOCATION_METHOD, + "location_data": LAST_LOCATION_DATA, + } + + def _restore_initial_session_state(self): + """Restore module-level session state captured when dialog was opened.""" + global LAST_CUSTOM_WEATHER_DATA, LAST_WEATHER_DATA, LAST_LOCATION_METHOD, LAST_LOCATION_DATA + if not self._initial_session_state: + return + + LAST_CUSTOM_WEATHER_DATA = self._initial_session_state.get("custom_weather") + LAST_WEATHER_DATA = self._initial_session_state.get("weather") + LAST_LOCATION_METHOD = self._initial_session_state.get("location_method") + LAST_LOCATION_DATA = self._initial_session_state.get("location_data") + + def accept(self): + self._session_committed = True + super().accept() + + def reject(self): + if not self._session_committed: + self._restore_initial_session_state() + super().reject() + + def closeEvent(self, event): + if not self._session_committed: + self._restore_initial_session_state() + super().closeEvent(event) def setupWrapper(self): self.setWindowFlags(Qt.FramelessWindowHint | Qt.WindowSystemMenuHint) @@ -456,6 +224,22 @@ def _setup_ui(self): self._build_body(main_layout) self._add_footer_buttons(main_layout) + def _add_code_selector(self, layout): + self.code_widget = QWidget() + row = QHBoxLayout(self.code_widget) + row.setContentsMargins(0, 0, 0, 0) + row.setSpacing(10) + code_label = QLabel("Design Code") + code_label.setStyleSheet("font-size: 12px; font-weight: 600; color: #2d2d2d;") + self.code_combo = NoScrollComboBox() + self.code_combo.addItems(["IRC 6 (2017)"]) + apply_field_style(self.code_combo) + self.code_combo.setFixedWidth(200) + row.addWidget(code_label) + row.addWidget(self.code_combo) + row.addStretch() + layout.addWidget(self.code_widget) + def _add_method_toggle(self, layout): bar = QHBoxLayout() bar.setSpacing(18) @@ -463,8 +247,9 @@ def _add_method_toggle(self, layout): self.method_group = QButtonGroup(self) self.method_radio_location = QRadioButton("Enter Location Name") self.method_radio_map = QRadioButton("Select on Map") + self.method_custom_data = QRadioButton("Input Custom Data") - for radio in (self.method_radio_location, self.method_radio_map): + for radio in (self.method_radio_location, self.method_radio_map, self.method_custom_data): radio.setCursor(Qt.PointingHandCursor) self.method_group.addButton(radio) bar.addWidget(radio) @@ -491,14 +276,15 @@ def _build_body(self, layout): left_layout.setContentsMargins(14, 12, 14, 12) left_layout.setSpacing(12) + self._add_code_selector(left_layout) + self.method_stack = QStackedWidget() self._add_location_page() self._add_map_page() + self._add_custom_data_page() self.method_stack.setCurrentIndex(0) left_layout.addWidget(self.method_stack) - # Removed Lookup and Clear buttons row - body.addWidget(left_card, 2) right_card = QFrame() @@ -518,9 +304,9 @@ def _build_body(self, layout): right_layout.setContentsMargins(14, 12, 14, 12) right_layout.setSpacing(8) - title = QLabel("IRC 6 (2017) Values:") - title.setObjectName("valueTitle") - right_layout.addWidget(title) + self.irc_title_label = QLabel("IRC 6 (2017) Values:") + self.irc_title_label.setObjectName("valueTitle") + right_layout.addWidget(self.irc_title_label) self.wind_speed_label = QLabel("Basic Wind Speed (m/sec): —") self.wind_speed_label.setObjectName("valueLabel") @@ -536,18 +322,6 @@ def _build_body(self, layout): right_layout.addItem(QSpacerItem(0, 6)) - self.btn_custom_data = QPushButton("Custom Data") - self.btn_custom_data.setObjectName("primary") - self.btn_custom_data.setCursor(Qt.PointingHandCursor) - self.btn_custom_data.setMinimumWidth(150) - self.btn_custom_data.setAutoDefault(False) - right_layout.addWidget(self.btn_custom_data) - - hint = QLabel("Manually overwrite wind, seismic zone & zone factor, and shade temps.") - hint.setWordWrap(True) - hint.setObjectName("hint") - right_layout.addWidget(hint) - # Zone Legend (shown when overlay is active) self.legend_container = QWidget() self.legend_container.setVisible(False) @@ -618,35 +392,18 @@ def _add_map_page(self): vbox.setContentsMargins(0, 0, 0, 0) vbox.setSpacing(6) - # Zone overlay dropdown - overlay_container = QWidget() - overlay_container.setStyleSheet("background-color: #ffffff; border-bottom: 1px solid #d8e2c4;") - overlay_layout = QHBoxLayout(overlay_container) - overlay_layout.setContentsMargins(10, 8, 10, 8) - overlay_layout.setSpacing(10) - - overlay_label = QLabel("Zone Overlay:") - overlay_label.setStyleSheet("font-weight: 600; color: #2d2d2d; border: none;") - #overlay_layout.addWidget(overlay_label) - self.zone_overlay_combo = NoScrollComboBox() self.zone_overlay_combo.addItems(["None", "Seismic Zone", "Wind Zone"]) - self.zone_overlay_combo.setMinimumWidth(140) - apply_field_style(self.zone_overlay_combo) - #overlay_layout.addWidget(self.zone_overlay_combo) - - overlay_layout.addStretch() - vbox.addWidget(overlay_container) self.map_view = NativeMapWidget() vbox.addWidget(self.map_view, 1) - # Coordinate inputs integrated here + # Coordinate inputs coord_container = QWidget() coord_container.setStyleSheet("background-color: #ffffff; border-top: 1px solid #d8e2c4;") coord_layout = QVBoxLayout(coord_container) coord_layout.setContentsMargins(10, 10, 10, 10) - + coord_label = QLabel("Enter Coordinates or Select on Map") coord_label.setStyleSheet("font-weight: bold; color: #2d2d2d;") coord_layout.addWidget(coord_label) @@ -671,7 +428,7 @@ def _add_map_page(self): row.addLayout(lat_col) row.addLayout(lng_col) coord_layout.addLayout(row) - + vbox.addWidget(coord_container) # Connect map signal @@ -679,10 +436,132 @@ def _add_map_page(self): self.method_stack.addWidget(page) + def _add_custom_data_page(self): + page = QWidget() + vbox = QVBoxLayout(page) + vbox.setContentsMargins(2, 2, 2, 2) + vbox.setSpacing(10) + + label = QLabel("Enter Custom Weather Data") + label.setObjectName("hint") + label.setSizePolicy(QSizePolicy.Preferred, QSizePolicy.Fixed) + label.setStyleSheet("font-weight: 700; color: #2d2d2d;") + vbox.addWidget(label) + + # Basic Wind Speed + wind_row = QHBoxLayout() + wind_row.setSpacing(10) + wind_lbl = QLabel("Basic Wind Speed (m/s)") + wind_lbl.setFixedWidth(200) + self.custom_wind_input = QLineEdit() + self.custom_wind_input.setPlaceholderText("e.g. 50") + apply_field_style(self.custom_wind_input) + wind_row.addWidget(wind_lbl) + wind_row.addWidget(self.custom_wind_input) + vbox.addLayout(wind_row) + + # Seismic Zone + Zone Factor + zone_row = QHBoxLayout() + zone_row.setSpacing(10) + zone_lbl = QLabel("Seismic Zone") + zone_lbl.setFixedWidth(200) + self.custom_zone_combo = NoScrollComboBox() + self.custom_zone_combo.addItems(["Select Zone", "II", "III", "IV", "V"]) + apply_field_style(self.custom_zone_combo) + self.custom_zone_value = QLineEdit() + self.custom_zone_value.setReadOnly(True) + self.custom_zone_value.setPlaceholderText("Zone Factor (Z)") + self.custom_zone_value.setFixedWidth(100) + apply_field_style(self.custom_zone_value) + self.custom_zone_value.setStyleSheet(""" + QLineEdit { + padding: 1px 7px; + border: 1px solid #d0d0d0; + border-radius: 6px; + background-color: #f5f5f5; + color: #707070; + } + """) + _zone_to_z = {"II": "0.10", "III": "0.16", "IV": "0.24", "V": "0.36"} + self.custom_zone_combo.currentTextChanged.connect( + lambda text: self.custom_zone_value.setText(_zone_to_z.get(text, "")) + ) + zone_row.addWidget(zone_lbl) + zone_row.addWidget(self.custom_zone_combo, 1) + zone_row.addWidget(self.custom_zone_value) + vbox.addLayout(zone_row) + + # Shade Air Temperature + temp_lbl = QLabel("Shade Air Temperature (°C)") + vbox.addWidget(temp_lbl) + temp_row = QHBoxLayout() + temp_row.setSpacing(10) + self.custom_max_temp = QLineEdit() + self.custom_max_temp.setPlaceholderText("Max") + apply_field_style(self.custom_max_temp) + self.custom_min_temp = QLineEdit() + self.custom_min_temp.setPlaceholderText("Min") + apply_field_style(self.custom_min_temp) + temp_row.addWidget(self.custom_max_temp) + temp_row.addWidget(self.custom_min_temp) + vbox.addLayout(temp_row) + + # Apply button + apply_btn = QPushButton("Apply") + apply_btn.setObjectName("primary") + apply_btn.setCursor(Qt.PointingHandCursor) + apply_btn.setAutoDefault(False) + apply_btn.clicked.connect(self._apply_custom_data_inline) + vbox.addWidget(apply_btn, 0, Qt.AlignLeft) + + vbox.addStretch() + self.method_stack.addWidget(page) + + def _apply_custom_data_inline(self): + """Validate and apply the inline custom data fields.""" + global LAST_CUSTOM_WEATHER_DATA, LAST_WEATHER_DATA, LAST_LOCATION_METHOD, LAST_LOCATION_DATA + wind = self.custom_wind_input.text().strip() + zone = self.custom_zone_combo.currentText() + max_t = self.custom_max_temp.text().strip() + min_t = self.custom_min_temp.text().strip() + + if not wind or not max_t or not min_t or zone == "Select Zone": + CustomMessageBox( + title="Incomplete Data", + text="Please fill in all fields (Wind Speed, Seismic Zone, Max/Min Temperature).", + dialogType=MessageBoxType.Warning + ).exec() + return + + _zone_to_z = {"II": "0.10", "III": "0.16", "IV": "0.24", "V": "0.36"} + data = { + "wind_speed": wind, + "zone": zone, + "z_value": _zone_to_z.get(zone, ""), + "max_temp": max_t, + "min_temp": min_t, + } + self.custom_weather_data = data + LAST_CUSTOM_WEATHER_DATA = data + LAST_WEATHER_DATA = data + LAST_LOCATION_METHOD = None + LAST_LOCATION_DATA = None + self._current_weather_data = data + self._update_irc_values(data) + def validate_and_save(self): - + # If custom_data radio is selected, auto-apply first + if self.method_custom_data.isChecked(): + self._apply_custom_data_inline() + if not self._current_weather_data: + return + if not self._current_weather_data: - QMessageBox.warning(self, "Incomplete Data", "Please select a location either on the map or from the dropdown menu.") + CustomMessageBox( + title="Incomplete Data", + text="Please select a location either on the map or from the dropdown menu.", + dialogType=MessageBoxType.Warning + ).exec() return # Ensure all critical fields are present @@ -695,7 +574,11 @@ def validate_and_save(self): if w.get("max_temp") is None or w.get("min_temp") is None: missing.append("Temperature") if missing: - QMessageBox.warning(self, "Incomplete Data", f"Missing data: {', '.join(missing)}.\nPlease select a different location or use Custom Data to enter values manually.") + CustomMessageBox( + title="Incomplete Data", + text=f"Missing data: {', '.join(missing)}.\nPlease select a different location or use Custom Data to enter values manually.", + dialogType=MessageBoxType.Warning + ).exec() return self.accept() @@ -725,13 +608,11 @@ def _add_footer_buttons(self, layout): def _connect_signals(self): self.method_radio_location.toggled.connect(lambda: self._set_active_method("location_name")) self.method_radio_map.toggled.connect(lambda: self._set_active_method("map")) + self.method_custom_data.toggled.connect(lambda: self._set_active_method("custom_data")) self.state_combo.currentTextChanged.connect(self._on_state_changed) # Auto-update on district change self.district_combo.currentTextChanged.connect(self._on_district_changed) - # New Signals - self.btn_custom_data.clicked.connect(self._open_custom_dialog) - # Enter key on coordinates updates map self.latitude_input.returnPressed.connect(self._sync_map_from_inputs) self.longitude_input.returnPressed.connect(self._sync_map_from_inputs) @@ -742,18 +623,40 @@ def _connect_signals(self): def _set_active_method(self, method): if method == "location_name" and self.method_radio_location.isChecked(): self.method_stack.setCurrentIndex(0) + self.code_widget.setVisible(True) self.latitude_input.setEnabled(False) self.longitude_input.setEnabled(False) self.state_combo.setEnabled(True) self.district_combo.setEnabled(True) self.map_view.setEnabled(False) + self.irc_title_label.setText("IRC 6 (2017) Values:") elif method == "map" and self.method_radio_map.isChecked(): self.method_stack.setCurrentIndex(1) + self.code_widget.setVisible(True) self.latitude_input.setEnabled(True) self.longitude_input.setEnabled(True) self.state_combo.setEnabled(False) self.district_combo.setEnabled(False) self.map_view.setEnabled(True) + self.irc_title_label.setText("IRC 6 (2017) Values:") + elif method == "custom_data" and self.method_custom_data.isChecked(): + self.method_stack.setCurrentIndex(2) + self.code_widget.setVisible(False) + self.latitude_input.setEnabled(False) + self.longitude_input.setEnabled(False) + self.state_combo.setEnabled(False) + self.district_combo.setEnabled(False) + self.map_view.setEnabled(False) + self.irc_title_label.setText("Custom Values:") + # Pre-fill inline fields from any previously saved custom data + if self.custom_weather_data: + self.custom_wind_input.setText(str(self.custom_weather_data.get("wind_speed", ""))) + zone = self.custom_weather_data.get("zone", "") + idx = self.custom_zone_combo.findText(zone) + if idx >= 0: + self.custom_zone_combo.setCurrentIndex(idx) + self.custom_max_temp.setText(str(self.custom_weather_data.get("max_temp", ""))) + self.custom_min_temp.setText(str(self.custom_weather_data.get("min_temp", ""))) def _apply_default_location(self): state = self.default_location.get("state", "") @@ -981,7 +884,11 @@ def _lookup_zones_for_coordinates(self, lat: float, lon: float): missing_max_temp = temp_data.get("max_temp") is None missing_min_temp = temp_data.get("min_temp") is None if missing_zone or missing_wind or missing_max_temp or missing_min_temp: - QMessageBox.warning(self, "Location Error", "Data for this location is not available.") + CustomMessageBox( + title="Location Error", + text="Data for this location is not available.\n (Outside of India)", + dialogType=MessageBoxType.Critical + ).exec() # Clear the pin from the map self._clear_map_selection() # Clear IRC values @@ -1086,19 +993,6 @@ def _on_district_changed(self, district_name): self._current_weather_data = weather self._update_irc_values(weather) - def _open_custom_dialog(self): - dlg = CustomWeatherDataDialog(self, self.custom_weather_data) - if dlg.exec() == QDialog.Accepted: - self.custom_weather_data = dlg.get_data() - global LAST_CUSTOM_WEATHER_DATA, LAST_WEATHER_DATA, LAST_LOCATION_METHOD, LAST_LOCATION_DATA - LAST_CUSTOM_WEATHER_DATA = self.custom_weather_data - LAST_WEATHER_DATA = self.custom_weather_data - LAST_LOCATION_METHOD = None - LAST_LOCATION_DATA = None - self._clear_map_selection() - self._clear_location_selection() - self._current_weather_data = self.custom_weather_data - self._update_irc_values(self.custom_weather_data) def _update_irc_values(self, weather): if not weather: @@ -1133,11 +1027,13 @@ def get_selected_location(self): } elif self.method_radio_map.isChecked(): result['method'] = 'map' - # Both map clicks and manual coordinate entry populate these fields result['data'] = { 'latitude': self.latitude_input.text(), 'longitude': self.longitude_input.text() } + elif self.method_custom_data.isChecked(): + result['method'] = 'custom_data' + result['data'] = {} # Include weather data (custom or looked-up) for backend calculations if self.custom_weather_data: @@ -1149,4 +1045,4 @@ def get_selected_location(self): if self.custom_weather_data: result['custom_weather_data'] = self.custom_weather_data - return result + return result \ No newline at end of file From 6a6cbd9a3e5594dbacce7417bdf8eae0775c4f3a Mon Sep 17 00:00:00 2001 From: Garvit Singh Rathore Date: Wed, 4 Mar 2026 01:11:53 +0530 Subject: [PATCH 066/225] chore: remove unused declarations --- .../core/bridge_types/plate_girder/ui_fields.py | 14 +------------- src/osdagbridge/core/utils/common.py | 12 ------------ 2 files changed, 1 insertion(+), 25 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py index 4e775404a..f67f36a06 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py @@ -220,7 +220,7 @@ def input_values(self): None, True, 'Double Validator', - {"label": "Carriageway Width*"}, + {"label": "Carriageway Width*\n(Each way)"}, ) ) options_list.append( @@ -279,18 +279,6 @@ def input_values(self): 'No Validator', { "container": "superstructure", - "post_rows": [ - { - "type": "material_properties", - "label": "Properties", - "buttons": [ - { - "text": "Modify Here", - "action": "show_material_properties_dialog", - } - ], - } - ], }, ) ) diff --git a/src/osdagbridge/core/utils/common.py b/src/osdagbridge/core/utils/common.py index fad123924..09b548361 100644 --- a/src/osdagbridge/core/utils/common.py +++ b/src/osdagbridge/core/utils/common.py @@ -58,18 +58,6 @@ # Sample values VALUES_STRUCTURE_TYPE = ["Highway Bridge", "Other"] -VALUES_PROJECT_LOCATION = [ - "Delhi", "Mumbai", "Bangalore", "Kolkata", "Chennai", "Hyderabad", - "Ahmedabad", "Pune", "Surat", "Jaipur", "Lucknow", "Kanpur", - "Nagpur", "Indore", "Thane", "Bhopal", "Visakhapatnam", "Pimpri-Chinchwad", - "Patna", "Vadodara", "Ghaziabad", "Ludhiana", "Agra", "Nashik", - "Faridabad", "Meerut", "Rajkot", "Kalyan-Dombivali", "Vasai-Virar", "Varanasi", - "Srinagar", "Aurangabad", "Dhanbad", "Amritsar", "Navi Mumbai", "Allahabad", - "Ranchi", "Howrah", "Coimbatore", "Jabalpur", "Gwalior", "Vijayawada", - "Jodhpur", "Madurai", "Raipur", "Kota", "Chandigarh", "Guwahati", - "Custom", -] - # Canonical footpath options used across UI + CAD/code clauses. VALUES_FOOTPATH = ["None", "Single Side", "Both Sides"] From ce6160bdb7f5e7ad1f1e7c89a33eac76d2f5caff Mon Sep 17 00:00:00 2001 From: Garvit Singh Rathore Date: Wed, 4 Mar 2026 01:12:38 +0530 Subject: [PATCH 067/225] feat: introduced i buttons showing info for each material selected and added custom material properties dialog --- .../desktop/ui/dialogs/material_properties.py | 777 +++++++----------- .../desktop/ui/docks/input_dock.py | 193 ++++- 2 files changed, 437 insertions(+), 533 deletions(-) diff --git a/src/osdagbridge/desktop/ui/dialogs/material_properties.py b/src/osdagbridge/desktop/ui/dialogs/material_properties.py index eb81e0313..67874d5ba 100644 --- a/src/osdagbridge/desktop/ui/dialogs/material_properties.py +++ b/src/osdagbridge/desktop/ui/dialogs/material_properties.py @@ -1,32 +1,20 @@ from PySide6.QtWidgets import ( - QDialog, QWidget, QVBoxLayout, QHBoxLayout, QLabel, QLineEdit, - QComboBox, QCheckBox, QStackedWidget + QDialog, QWidget, QVBoxLayout, QHBoxLayout, QLabel, QLineEdit, QPushButton ) from PySide6.QtCore import Qt from PySide6.QtGui import QDoubleValidator +import re -from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar +from osdagbridge.desktop.ui.dialogs.custom_titlebar import CustomTitleBar +from osdagbridge.desktop.ui.dialogs.custom_messagebox import CustomMessageBox, MessageBoxType from osdagbridge.desktop.ui.docks.dock_utils import apply_field_style -from osdagbridge.core.bridge_types.plate_girder.ui_fields import VALUES_MATERIAL, VALUES_DECK_CONCRETE_GRADE +from osdagbridge.core.utils.common import VALUES_MATERIAL, VALUES_DECK_CONCRETE_GRADE -DIALOG_TITLE_MATERIAL_PROPERTIES = "Material Properties" #ui need to be generalized +DIALOG_TITLE_MATERIAL_PROPERTIES = "Enter Custom Properties" +CUSTOM_MATERIAL_PREFIX = "Cus_" -MEMBER_OPTION_GIRDER = "Girder" -MEMBER_OPTION_CROSS_BRACING = "Cross Bracing" -MEMBER_OPTION_END_DIAPHRAGM = "End Diaphragm" -MEMBER_OPTION_DECK = "Deck" - -MEMBER_OPTIONS = [ - MEMBER_OPTION_GIRDER, - MEMBER_OPTION_CROSS_BRACING, - MEMBER_OPTION_END_DIAPHRAGM, - MEMBER_OPTION_DECK -] - -MATPROP_LABEL_MEMBER = "Member" MATPROP_LABEL_MATERIAL = "Material" -MATPROP_LABEL_DEFAULT = "Default" ECM_FACTOR_OPTION_QUARTZITE = "Quartzite/granite aggregates = 1" ECM_FACTOR_OPTION_LIMESTONE = "Limestone aggregates = 0.9" @@ -41,14 +29,7 @@ (ECM_FACTOR_OPTION_BASALT, 1.2), (ECM_FACTOR_OPTION_CUSTOM, None), ] - -ECM_FACTOR_LABELS = [text for text, _ in ECM_FACTOR_OPTIONS] DEFAULT_ECM_FACTOR_LABEL = ECM_FACTOR_OPTIONS[0][0] -CUSTOM_ECM_FACTOR_LABEL = ECM_FACTOR_OPTION_CUSTOM - -PLACEHOLDER_CUSTOM_FACTOR = "Custom factor" -INCLUDE_MEDIAN_OPTION_NO = "No" -INCLUDE_MEDIAN_OPTION_YES = "Yes" STEEL_MODULUS_E_GPA = 200.0 STEEL_MODULUS_G_GPA = 77.0 @@ -73,12 +54,21 @@ "M30": {"fck": 30.0, "fctm": 2.9, "Ecm": 30.0}, "M35": {"fck": 35.0, "fctm": 3.2, "Ecm": 33.0}, "M40": {"fck": 40.0, "fctm": 3.5, "Ecm": 34.0}, + "M45": {"fck": 45.0, "fctm": 3.8, "Ecm": 36.0}, + "M50": {"fck": 50.0, "fctm": 4.1, "Ecm": 37.0}, + "M55": {"fck": 55.0, "fctm": 4.2, "Ecm": 38.0}, + "M60": {"fck": 60.0, "fctm": 4.4, "Ecm": 39.0}, + "M65": {"fck": 65.0, "fctm": 4.5, "Ecm": 40.0}, + "M70": {"fck": 70.0, "fctm": 4.6, "Ecm": 41.0}, + "M75": {"fck": 75.0, "fctm": 4.7, "Ecm": 42.0}, + "M80": {"fck": 80.0, "fctm": 4.8, "Ecm": 42.0}, + "M85": {"fck": 85.0, "fctm": 4.9, "Ecm": 43.0}, + "M90": {"fck": 90.0, "fctm": 5.0, "Ecm": 44.0}, } KEY_CONCRETE_FCK = "Characteristic Compressive (Cube) Strength of Concrete, (fck)cu (MPa)" KEY_CONCRETE_FCTM = "Mean Tensile Strength of Concrete, fctm (MPa)" KEY_CONCRETE_ECM = "Secant Modulus of Elasticity of Concrete, Ecm (GPa)" -KEY_ECM_FACTOR = "Ecm Multiplication Factor" KEY_THERMAL_EXPANSION = "Thermal Expansion Coefficient, (×10⁻⁶/°C)" KEY_STEEL_FU = "Ultimate Tensile Strength, Fu (MPa)" KEY_STEEL_FY = "Yield Strength, Fy (MPa)" @@ -89,7 +79,6 @@ DISP_CONCRETE_FCK = "Characteristic Compressive (Cube) Strength of Concrete, fck (MPa)" DISP_CONCRETE_FCTM = "Mean Tensile Strength of Concrete, fctm (MPa)" DISP_CONCRETE_ECM = "Secant Modulus of Elasticity of Concrete, Ecm (GPa)" -DISP_ECM_FACTOR = "Ecm Multiplication Factor" DISP_THERMAL_EXPANSION = "Thermal Expansion Coefficient, (×10−6/°C)" DISP_STEEL_FU = "Ultimate Tensile Strength, Fu (MPa)" DISP_STEEL_FY = "Yield Strength, Fy (MPa)" @@ -99,84 +88,82 @@ TYPE_TEXTBOX = 'textbox' -TYPE_COMBOBOX = 'combobox' - -def material_properties_values(): - """Return list of material property fields""" - steel_props = [] - t1 = (KEY_STEEL_FU, DISP_STEEL_FU, TYPE_TEXTBOX, None, True, 'Double Validator') - steel_props.append(t1) - - t2 = (KEY_STEEL_FY, DISP_STEEL_FY, TYPE_TEXTBOX, None, True, 'Double Validator') - steel_props.append(t2) - - t3 = (KEY_STEEL_E, DISP_STEEL_E, TYPE_TEXTBOX, None, True, 'Double Validator') - steel_props.append(t3) - - t4 = (KEY_STEEL_G, DISP_STEEL_G, TYPE_TEXTBOX, None, True, 'Double Validator') - steel_props.append(t4) - - t5 = (KEY_STEEL_POISSON, DISP_STEEL_POISSON, TYPE_TEXTBOX, None, True, 'Double Validator') - steel_props.append(t5) - - t6 = (KEY_THERMAL_EXPANSION, DISP_THERMAL_EXPANSION, TYPE_TEXTBOX, None, True, 'Double Validator') - steel_props.append(t6) - - deck_props = [] - t7 = (KEY_CONCRETE_FCK, DISP_CONCRETE_FCK, TYPE_TEXTBOX, None, True, 'Double Validator') - deck_props.append(t7) - - t8 = (KEY_CONCRETE_FCTM, DISP_CONCRETE_FCTM, TYPE_TEXTBOX, None, True, 'Double Validator') - deck_props.append(t8) - - t9 = (KEY_CONCRETE_ECM, DISP_CONCRETE_ECM, TYPE_TEXTBOX, None, True, 'Double Validator') - deck_props.append(t9) - - t10 = (KEY_ECM_FACTOR, DISP_ECM_FACTOR, TYPE_COMBOBOX, ECM_FACTOR_LABELS, True, 'No Validator') - deck_props.append(t10) - - t11 = (KEY_THERMAL_EXPANSION, DISP_THERMAL_EXPANSION, TYPE_TEXTBOX, None, True, 'Double Validator') - deck_props.append(t11) - - return { - 'steel': steel_props, - 'deck': deck_props - } -class NoScrollComboBox(QComboBox): - def wheelEvent(self, event): - event.ignore() +def steel_material_properties_values(): + return [ + (KEY_STEEL_FY, DISP_STEEL_FY, TYPE_TEXTBOX, None, True, 'Double Validator'), + (KEY_STEEL_FU, DISP_STEEL_FU, TYPE_TEXTBOX, None, True, 'Double Validator'), + (KEY_STEEL_E, DISP_STEEL_E, TYPE_TEXTBOX, None, True, 'Double Validator'), + (KEY_STEEL_G, DISP_STEEL_G, TYPE_TEXTBOX, None, True, 'Double Validator'), + (KEY_STEEL_POISSON, DISP_STEEL_POISSON, TYPE_TEXTBOX, None, True, 'Double Validator'), + (KEY_THERMAL_EXPANSION, DISP_THERMAL_EXPANSION, TYPE_TEXTBOX, None, True, 'Double Validator'), + ] + +def deck_material_properties_values(): + return [ + (KEY_CONCRETE_FCK, DISP_CONCRETE_FCK, TYPE_TEXTBOX, None, True, 'Double Validator'), + (KEY_CONCRETE_FCTM, DISP_CONCRETE_FCTM, TYPE_TEXTBOX, None, True, 'Double Validator'), + (KEY_CONCRETE_ECM, DISP_CONCRETE_ECM, TYPE_TEXTBOX, None, True, 'Double Validator'), + (KEY_THERMAL_EXPANSION, DISP_THERMAL_EXPANSION, TYPE_TEXTBOX, None, True, 'Double Validator'), + ] class MaterialPropertiesDialog(QDialog): - MEMBER_OPTIONS = MEMBER_OPTIONS - STEEL_MEMBERS = {MEMBER_OPTION_GIRDER, MEMBER_OPTION_CROSS_BRACING, MEMBER_OPTION_END_DIAPHRAGM} - - def __init__(self, parent=None): + def __init__(self, parent=None, read_only=False, selected_material=None, member=None, custom_fields=None): super().__init__(parent) + self.read_only = read_only + self.selected_material = selected_material or "" + self.member = member + self.custom_fields = custom_fields + self.is_deck_material = (self.member == "Deck") or self._is_deck_material(self.selected_material) self.setWindowTitle(DIALOG_TITLE_MATERIAL_PROPERTIES) + self.setObjectName("material_properties_dialog") self.setMinimumWidth(580) self.setStyleSheet(""" - QDialog { + QDialog#material_properties_dialog { background-color: white; border: 1px solid #90AF13; } + QPushButton#primary { + background-color: #ffffff; + color: #1f1f1f; + border-radius: 6px; + padding: 8px 18px; + font-weight: 600; + } + QPushButton#primary:hover { background-color: #90AF13; } + QPushButton#primary:pressed { background-color: #64850c; } + QPushButton#ghost { + background-color: #ffffff; + color: #1d1d1d; + border-radius: 6px; + padding: 8px 14px; + font-weight: 600; + } + QPushButton#ghost:hover { background-color: #90AF13; } + QPushButton#ghost:pressed { background-color: #d9d9d9; } """) - self.parent_dock = parent + self.fields = deck_material_properties_values() if self.is_deck_material else steel_material_properties_values() self._loading = False - self.current_member = None - self.member_data = {} - - self.material_props = material_properties_values() - self.steel_fields = self.material_props['steel'] - self.deck_fields = self.material_props['deck'] - - self.member_combo = NoScrollComboBox() - self.member_combo.addItems(self.MEMBER_OPTIONS) - apply_field_style(self.member_combo) + initial_material = self.selected_material.strip() if self.read_only else CUSTOM_MATERIAL_PREFIX + self.form_data = { + "material": initial_material or CUSTOM_MATERIAL_PREFIX, + "fields": self._defaults_for_material(initial_material or CUSTOM_MATERIAL_PREFIX), + } - self.material_combo = NoScrollComboBox() - apply_field_style(self.material_combo) + self.material_input = QLineEdit(self.form_data["material"]) + self.material_input.setReadOnly(True) + self.material_input.setFixedWidth(242) + self.material_input.setMinimumHeight(28) + self.material_input.setStyleSheet(""" + QLineEdit { + padding: 1px 7px; + border: 1px solid #a8a8a8; + border-radius: 6px; + background-color: #f1f1f1; + color: #555555; + } + """) self.setupWrapper() main_layout = QVBoxLayout(self.content_widget) main_layout.setContentsMargins(20, 16, 20, 16) @@ -186,19 +173,6 @@ def __init__(self, parent=None): form_layout.setContentsMargins(0, 0, 0, 0) form_layout.setSpacing(12) - member_row = QHBoxLayout() - member_row.setContentsMargins(0, 0, 0, 0) - member_row.setSpacing(18) - member_label = QLabel(MATPROP_LABEL_MEMBER) - member_label.setStyleSheet("font-size: 12px; color: #2d2d2d;") - member_label.setAlignment(Qt.AlignLeft | Qt.AlignVCenter) - member_label.setFixedWidth(280) - self.member_combo.setFixedWidth(242) - member_row.addWidget(member_label) - member_row.addWidget(self.member_combo) - member_row.addStretch() - form_layout.addLayout(member_row) - material_row = QHBoxLayout() material_row.setContentsMargins(0, 0, 0, 0) material_row.setSpacing(18) @@ -206,58 +180,37 @@ def __init__(self, parent=None): material_label.setStyleSheet("font-size: 12px; color: #2d2d2d;") material_label.setAlignment(Qt.AlignLeft | Qt.AlignVCenter) material_label.setFixedWidth(280) - self.material_combo.setFixedWidth(242) material_row.addWidget(material_label) - material_row.addWidget(self.material_combo) + material_row.addWidget(self.material_input) material_row.addStretch() form_layout.addLayout(material_row) main_layout.addWidget(form_container) - self.stack = QStackedWidget() - self.stack.setContentsMargins(0, 0, 0, 0) - self.steel_page = self._build_steel_form() - self.deck_page = self._build_deck_form() - self.stack.addWidget(self.steel_page) - self.stack.addWidget(self.deck_page) - main_layout.addWidget(self.stack) - - default_row = QHBoxLayout() - default_row.setContentsMargins(0, 0, 0, 0) - default_row.setSpacing(18) - default_label = QLabel(MATPROP_LABEL_DEFAULT) - default_label.setStyleSheet("font-size: 12px; color: #2d2d2d;") - default_label.setAlignment(Qt.AlignLeft | Qt.AlignVCenter) - default_label.setFixedWidth(280) - self.default_checkbox = QCheckBox() - - checkbox_container = QWidget() - checkbox_layout = QHBoxLayout(checkbox_container) - checkbox_layout.setContentsMargins(0, 0, 0, 0) - checkbox_layout.setSpacing(0) - checkbox_layout.addWidget(self.default_checkbox) - checkbox_layout.addStretch() - - default_row.addWidget(default_label) - default_row.addWidget(checkbox_container) - main_layout.addLayout(default_row) + self.fields_page = self._build_fields_form() + main_layout.addWidget(self.fields_page) - self.member_combo.currentTextChanged.connect(self._on_member_changed) - self.material_combo.currentTextChanged.connect(self._on_material_changed) - self.default_checkbox.stateChanged.connect(self._on_default_toggled) + self._add_footer_buttons(main_layout) - self._initialize_member_data() - self._on_member_changed(self.member_combo.currentText()) + if self.read_only: + self._load_material_info_for_view(self.selected_material) + self._set_read_only_fields(True) + self.setWindowTitle("Material Information") + self.title_bar.setTitle("Material Information") + + else: + self._populate_fields() + self._update_custom_material_name() self.setFixedSize(self.sizeHint()) def setupWrapper(self): - self.setWindowFlags(Qt.FramelessWindowHint | Qt.WindowSystemMenuHint) + self.setWindowFlags(Qt.FramelessWindowHint | Qt.WindowSystemMenuHint | Qt.Dialog) main_layout = QVBoxLayout(self) main_layout.setContentsMargins(1, 1, 1, 1) main_layout.setSpacing(0) - self.title_bar = CustomTitleBar() + self.title_bar = CustomTitleBar(parent=self) self.title_bar.setTitle(DIALOG_TITLE_MATERIAL_PROPERTIES) main_layout.addWidget(self.title_bar) @@ -265,18 +218,60 @@ def setupWrapper(self): main_layout.addWidget(self.content_widget, 1) def closeEvent(self, event): - self._save_current_member_form() super().closeEvent(event) - def _build_steel_form(self): + def _add_footer_buttons(self, layout): + footer = QHBoxLayout() + footer.addStretch() + + if self.read_only: + ok_btn = QPushButton("OK") + ok_btn.setObjectName("primary") + ok_btn.setCursor(Qt.CursorShape.PointingHandCursor) + ok_btn.setMinimumWidth(90) + ok_btn.setAutoDefault(False) + ok_btn.clicked.connect(self.accept) + footer.addWidget(ok_btn) + else: + add_btn = QPushButton("Add") + add_btn.setObjectName("primary") + add_btn.setCursor(Qt.CursorShape.PointingHandCursor) + add_btn.setMinimumWidth(90) + add_btn.setAutoDefault(False) + add_btn.clicked.connect(self._validate_and_save) + footer.addWidget(add_btn) + + cancel_btn = QPushButton("Cancel") + cancel_btn.setObjectName("ghost") + cancel_btn.setCursor(Qt.CursorShape.PointingHandCursor) + cancel_btn.setMinimumWidth(90) + cancel_btn.setAutoDefault(False) + cancel_btn.clicked.connect(self.reject) + footer.addWidget(cancel_btn) + + layout.addLayout(footer) + + def _validate_and_save(self): + for key, widget in self.field_inputs.items(): + if not widget.text().strip(): + CustomMessageBox( + title="Validation Error", + text=f"Please enter a valid value for {key}", + dialogType=MessageBoxType.Critical, + ).exec() + return + self._save_form() + self.accept() + + def _build_fields_form(self): widget = QWidget() layout = QVBoxLayout(widget) layout.setContentsMargins(0, 0, 0, 0) layout.setSpacing(10) - self.steel_field_inputs = {} + self.field_inputs = {} - for field_tuple in self.steel_fields: - key, display_label, widget_type, values, required, validator = field_tuple + for field_tuple in self.fields: + key, display_label, _, _, _, _ = field_tuple row = QHBoxLayout() row.setContentsMargins(0, 0, 0, 0) @@ -294,7 +289,11 @@ def _build_steel_form(self): apply_field_style(line_edit) line_edit.setValidator(QDoubleValidator(0.0, 99999.0, 1)) line_edit.textEdited.connect(self._handle_user_override) - self.steel_field_inputs[key] = line_edit + if self.is_deck_material and key in (KEY_CONCRETE_FCK, KEY_CONCRETE_FCTM): + line_edit.textEdited.connect(self._update_custom_material_name) + elif (not self.is_deck_material) and key in (KEY_STEEL_FU, KEY_STEEL_FY): + line_edit.textEdited.connect(self._update_custom_material_name) + self.field_inputs[key] = line_edit row.addWidget(label) row.addWidget(line_edit) @@ -304,105 +303,21 @@ def _build_steel_form(self): layout.addStretch() return widget - def _build_deck_form(self): - widget = QWidget() - layout = QVBoxLayout(widget) - layout.setContentsMargins(0, 0, 0, 0) - layout.setSpacing(10) - self.deck_field_inputs = {} - - for field_tuple in self.deck_fields: - key, display_label, widget_type, values, required, validator = field_tuple - - row = QHBoxLayout() - row.setContentsMargins(0, 0, 0, 0) - row.setSpacing(18) - - label = QLabel(display_label) - label.setTextFormat(Qt.RichText) - label.setStyleSheet("font-size: 12px; color: #2d2d2d;") - label.setAlignment(Qt.AlignLeft | Qt.AlignVCenter) - label.setFixedWidth(280) - label.setWordWrap(True) - - if key == KEY_ECM_FACTOR: - self.deck_factor_combo = NoScrollComboBox() - self.deck_factor_combo.addItems(values) - self.deck_factor_combo.setFixedWidth(242) - apply_field_style(self.deck_factor_combo) - self.deck_factor_combo.currentTextChanged.connect(self._on_factor_changed) - - self.deck_factor_custom_input = QLineEdit() - apply_field_style(self.deck_factor_custom_input) - self.deck_factor_custom_input.setPlaceholderText(PLACEHOLDER_CUSTOM_FACTOR) - self.deck_factor_custom_input.setFixedWidth(242) - self.deck_factor_custom_input.setVisible(False) - self.deck_factor_custom_input.setEnabled(False) - self.deck_factor_custom_input.setValidator(QDoubleValidator(0.1, 5.0, 1)) - self.deck_factor_custom_input.textEdited.connect(self._handle_user_override) - - row.addWidget(label) - row.addWidget(self.deck_factor_combo) - row.addStretch() - - self.deck_factor_custom_container = QWidget() - custom_layout = QHBoxLayout(self.deck_factor_custom_container) - custom_layout.setContentsMargins(0, 0, 0, 0) - custom_layout.setSpacing(18) - - custom_label = QLabel("") - custom_label.setFixedWidth(280) - custom_layout.addWidget(custom_label) - custom_layout.addWidget(self.deck_factor_custom_input) - custom_layout.addStretch() - - self.deck_factor_custom_container.setVisible(False) - layout.addWidget(self.deck_factor_custom_container) - - self.deck_field_inputs[key] = self.deck_factor_combo - else: - line_edit = QLineEdit() - line_edit.setFixedWidth(242) - apply_field_style(line_edit) - line_edit.setValidator(QDoubleValidator(0.0, 99999.0, 1)) - line_edit.textEdited.connect(self._handle_user_override) - row.addWidget(label) - row.addWidget(line_edit) - row.addStretch() - self.deck_field_inputs[key] = line_edit - - layout.addLayout(row) - - layout.addStretch() - return widget + def _is_deck_material(self, material_name: str) -> bool: + normalized = (material_name or "").strip() + return normalized in VALUES_DECK_CONCRETE_GRADE - def _initialize_member_data(self): - for member in self.MEMBER_OPTIONS: - material = self._get_parent_grade(member) - fields = self._default_fields_for_member(member, material) - self.member_data[member] = { - "material": material, - "fields": fields, - "is_default": False if member == MEMBER_OPTION_DECK else True, - "factor_label": DEFAULT_ECM_FACTOR_LABEL if member == MEMBER_OPTION_DECK else None, - "custom_factor": "1.0" if member == MEMBER_OPTION_DECK else None, - } - - def _default_fields_for_member(self, member, material=None, factor_label=None, custom_factor=None): - if member == MEMBER_OPTION_DECK: - grade = material or self._get_parent_grade(member) or (VALUES_DECK_CONCRETE_GRADE[0] if VALUES_DECK_CONCRETE_GRADE else "") - factor_label = factor_label or DEFAULT_ECM_FACTOR_LABEL - factor_value = self._factor_value_from_label(factor_label, custom_factor) - return self._deck_defaults(grade, factor_value) - grade = material or self._get_parent_grade(member) or (VALUES_MATERIAL[0] if VALUES_MATERIAL else "") - return self._steel_defaults(grade) + def _defaults_for_material(self, material_name): + if self.is_deck_material: + return self._deck_defaults(material_name, self._factor_value_from_label(DEFAULT_ECM_FACTOR_LABEL)) + return self._steel_defaults(material_name) def _steel_defaults(self, grade): grade_value = self._extract_numeric_grade(grade) defaults = STEEL_GRADE_BASE_VALUES.get(grade_value, STEEL_GRADE_BASE_VALUES[250]) result = {} - for field_tuple in self.steel_fields: + for field_tuple in steel_material_properties_values(): key = field_tuple[0] if "Fu" in key: result[key] = "{:.1f}".format(defaults["Fu"]) @@ -417,172 +332,29 @@ def _steel_defaults(self, grade): elif "Thermal" in key: result[key] = "{:.1f}".format(STEEL_THERMAL_COEFF) return result - + def _get_concrete_from_code(self, grade): - grade = grade.replace(" ", "").upper() - return CONCRETE_GRADE_BASE_VALUES.get(grade) + normalized = (grade or "").replace(" ", "").upper() + return CONCRETE_GRADE_BASE_VALUES.get(normalized) def _deck_defaults(self, grade, factor_value): data = self._get_concrete_from_code(grade) - if not data: - return {} + return { + KEY_CONCRETE_FCK: "", + KEY_CONCRETE_FCTM: "", + KEY_CONCRETE_ECM: "", + KEY_THERMAL_EXPANSION: "{:.1f}".format(STEEL_THERMAL_COEFF), + } - fck = data["fck"] - fctm = data["fctm"] ecm = round(data["Ecm"] * factor_value, 1) - - result = {} - for field_tuple in self.deck_fields: - key = field_tuple[0] - if "fck" in key: - result[key] = "{:.1f}".format(fck) - elif "fctm" in key: - result[key] = "{:.1f}".format(fctm) - elif "Ecm (GPa)" in key: - result[key] = "{:.1f}".format(ecm) - elif "Thermal" in key: - result[key] = "11.7" - return result - - def _extract_numeric_grade(self, grade, default=250): - digits = ''.join(ch for ch in grade if ch.isdigit()) - try: - return int(digits) if digits else default - except ValueError: - return default - - def _materials_for_member(self, member): - return VALUES_DECK_CONCRETE_GRADE if member == MEMBER_OPTION_DECK else VALUES_MATERIAL - - def _on_member_changed(self, member): - if self.current_member: - self._save_current_member_form() - - self.current_member = member - is_deck = member == MEMBER_OPTION_DECK - self.stack.setCurrentWidget(self.deck_page if is_deck else self.steel_page) - - data = self.member_data.get(member) - if not data: - self.member_data[member] = self._create_default_entry(member) - data = self.member_data[member] - - materials = self._materials_for_member(member) - self._loading = True - - self.material_combo.clear() - self.material_combo.addItems(materials) - if data["material"] in materials: - self.material_combo.setCurrentText(data["material"]) - elif materials: - self.material_combo.setCurrentIndex(0) - data["material"] = self.material_combo.currentText() - - if data.get("is_default") and not self._loading: - self._apply_defaults_for_member(member, update_ui=True) - else: - if is_deck: - self._populate_deck_fields(data) - else: - self._populate_steel_fields(data) - - self._loading = False - - def _populate_steel_fields(self, data): - for label, widget in self.steel_field_inputs.items(): - value = data["fields"].get(label, "") - try: - formatted_value = "{:.1f}".format(float(value)) - widget.setText(formatted_value) - except (ValueError, TypeError): - widget.setText(value) - - def _populate_deck_fields(self, data): - for label, widget in self.deck_field_inputs.items(): - if label == KEY_ECM_FACTOR: - factor_label = data.get("factor_label", DEFAULT_ECM_FACTOR_LABEL) - if factor_label not in ECM_FACTOR_LABELS: - factor_label = DEFAULT_ECM_FACTOR_LABEL - self.deck_factor_combo.blockSignals(True) - self.deck_factor_combo.setCurrentText(factor_label) - self.deck_factor_combo.blockSignals(False) - self._update_custom_factor_visibility(factor_label) - self.deck_factor_custom_input.blockSignals(True) - custom_val = data.get("custom_factor", "1.0") - try: - formatted_custom = "{:.1f}".format(float(custom_val)) - self.deck_factor_custom_input.setText(formatted_custom) - except (ValueError, TypeError): - self.deck_factor_custom_input.setText(custom_val) - self.deck_factor_custom_input.blockSignals(False) - else: - value = data["fields"].get(label, "") - try: - formatted_value = "{:.1f}".format(float(value)) - widget.setText(formatted_value) - except (ValueError, TypeError): - widget.setText(value) - - for label, widget in self.deck_field_inputs.items(): - if isinstance(widget, QLineEdit): - widget.setReadOnly(False) - widget.setEnabled(True) - - def _save_current_member_form(self): - if not self.current_member: - return - data = self.member_data.setdefault(self.current_member, self._create_default_entry(self.current_member)) - data["material"] = self.material_combo.currentText() - if self.current_member == MEMBER_OPTION_DECK: - for label, widget in self.deck_field_inputs.items(): - if label == KEY_ECM_FACTOR: - data["factor_label"] = self.deck_factor_combo.currentText() - data["custom_factor"] = self.deck_factor_custom_input.text() or "1.0" - else: - data["fields"][label] = widget.text() - factor_value = self._factor_value_from_label(data["factor_label"], data.get("custom_factor")) - data["fields"][KEY_ECM_FACTOR] = "{:.1f}".format(factor_value) - else: - for label, widget in self.steel_field_inputs.items(): - data["fields"][label] = widget.text() - data["is_default"] = self.default_checkbox.isChecked() - - def _create_default_entry(self, member): - material = self._get_parent_grade(member) return { - "material": material, - "fields": self._default_fields_for_member(member, material), - "is_default": True, - "factor_label": DEFAULT_ECM_FACTOR_LABEL if member == MEMBER_OPTION_DECK else None, - "custom_factor": "1.0" if member == MEMBER_OPTION_DECK else None, + KEY_CONCRETE_FCK: "{:.1f}".format(data["fck"]), + KEY_CONCRETE_FCTM: "{:.1f}".format(data["fctm"]), + KEY_CONCRETE_ECM: "{:.1f}".format(ecm), + KEY_THERMAL_EXPANSION: "{:.1f}".format(STEEL_THERMAL_COEFF), } - def _apply_defaults_for_member(self, member, update_ui=True): - data = self.member_data.setdefault(member, self._create_default_entry(member)) - - grade = data.get("material") or self._get_parent_grade(member) - data["material"] = grade - - if member == MEMBER_OPTION_DECK: - data["factor_label"] = DEFAULT_ECM_FACTOR_LABEL - data["custom_factor"] = "1.0" - factor_value = self._factor_value_from_label(DEFAULT_ECM_FACTOR_LABEL) - data["fields"] = self._deck_defaults(grade, factor_value) - else: - data["fields"] = self._steel_defaults(grade) - data["is_default"] = True - - if update_ui and member == self.current_member: - self._loading = True - self.material_combo.setCurrentText(grade) - if member == MEMBER_OPTION_DECK: - self._populate_deck_fields(data) - else: - self._populate_steel_fields(data) - self.default_checkbox.setChecked(True) - self._loading = False - def _factor_value_from_label(self, label, custom_factor=None): for text, value in ECM_FACTOR_OPTIONS: if text == label: @@ -593,116 +365,135 @@ def _factor_value_from_label(self, label, custom_factor=None): return 1.0 return value return 1.0 + + def _extract_numeric_grade(self, grade, default=250): + text = (grade or "").upper().replace(" ", "") - def _reset_current_member_to_defaults(self): - if not self.current_member: - return - - self._apply_defaults_for_member(self.current_member, update_ui=False) - data = self.member_data.get(self.current_member) - if not data: - return - - target_material = data.get("material", "") - self._loading = True - if target_material: - index = self.material_combo.findText(target_material) - if index >= 0: - self.material_combo.setCurrentIndex(index) - elif self.material_combo.count() > 0: - self.material_combo.setCurrentIndex(0) - data["material"] = self.material_combo.currentText() - if self.current_member == MEMBER_OPTION_DECK: - self._populate_deck_fields(data) - else: - self._populate_steel_fields(data) - self._loading = False + # Primary path: extract the base 3-digit steel grade from codes like + # E350B0, E350BR, E 250A, etc. + match = re.search(r"E?(250|275|300|350|410|450|550|600|650)", text) + if match: + return int(match.group(1)) - self.default_checkbox.blockSignals(True) - self.default_checkbox.setChecked(True) - self.default_checkbox.blockSignals(False) - self._save_current_member_form() + digits = ''.join(ch for ch in text if ch.isdigit()) + if not digits: + return default - def _update_custom_factor_visibility(self, label): - is_custom = label == CUSTOM_ECM_FACTOR_LABEL - self.deck_factor_custom_container.setVisible(is_custom) - self.deck_factor_custom_input.setEnabled(is_custom) + # Fallback path: if extra suffix digits exist, try first 3 digits. + if len(digits) >= 3: + first_three = int(digits[:3]) + if first_three in STEEL_GRADE_BASE_VALUES: + return first_three - def _on_material_changed(self, material): - if self._loading: - return + try: + parsed = int(digits) + return parsed if parsed in STEEL_GRADE_BASE_VALUES else default + except ValueError: + return default - data = self.member_data.get(self.current_member) - if not data: - return - - data["material"] = material - - if self.current_member == MEMBER_OPTION_DECK: - factor_value = self._factor_value_from_label( - data.get("factor_label", DEFAULT_ECM_FACTOR_LABEL), - data.get("custom_factor") - ) - data["fields"] = self._deck_defaults(material, factor_value) - self._populate_deck_fields(data) - else: - data["fields"] = self._steel_defaults(material) - self._populate_steel_fields(data) + def _populate_fields(self): + for label, widget in self.field_inputs.items(): + value = self.form_data["fields"].get(label, "") + try: + formatted_value = "{:.1f}".format(float(value)) + widget.setText(formatted_value) + except (ValueError, TypeError): + widget.setText(value) - data["is_default"] = True - self.default_checkbox.blockSignals(True) - self.default_checkbox.setChecked(True) - self.default_checkbox.blockSignals(False) + def _save_form(self): + self.form_data["material"] = self.material_input.text().strip() or CUSTOM_MATERIAL_PREFIX + for label, widget in self.field_inputs.items(): + self.form_data["fields"][label] = widget.text() - def _on_default_toggled(self, state): + def _handle_user_override(self): if self._loading: return + + def _normalize_material_token(self, text): + value = (text or "").strip() + if not value: + return "" try: - check_state = Qt.CheckState(state) + num = float(value) + if num.is_integer(): + return str(int(num)) + return f"{num:g}" except ValueError: - check_state = Qt.CheckState.Checked if bool(state) else Qt.CheckState.Unchecked - if check_state == Qt.CheckState.Checked: - self._reset_current_member_to_defaults() - else: - data = self.member_data.get(self.current_member) - if data: - data["is_default"] = False + return value - def _on_factor_changed(self, label): - self._update_custom_factor_visibility(label) - self._handle_user_override() - - def _handle_user_override(self): - if self._loading: + def _update_custom_material_name(self, *_): + if self.read_only: return - if self.default_checkbox.isChecked(): - self._loading = True - self.default_checkbox.setChecked(False) - self._loading = False - data = self.member_data.get(self.current_member) - if data: - data["is_default"] = False - self._save_current_member_form() - - def _get_parent_grade(self, member): - parent = self.parent_dock - if not parent: - return "" - mapping = { - MEMBER_OPTION_GIRDER: getattr(parent, "girder_combo", None), - MEMBER_OPTION_CROSS_BRACING: getattr(parent, "cross_bracing_combo", None), - MEMBER_OPTION_END_DIAPHRAGM: getattr(parent, "end_diaphragm_combo", None), - MEMBER_OPTION_DECK: getattr(parent, "deck_combo", None), - } - combo = mapping.get(member) - return combo.currentText() if combo else "" + + if self.is_deck_material: + fck_input = self.field_inputs.get(KEY_CONCRETE_FCK) + fctm_input = self.field_inputs.get(KEY_CONCRETE_FCTM) + val1 = self._normalize_material_token(fck_input.text() if fck_input else "") + val2 = self._normalize_material_token(fctm_input.text() if fctm_input else "") + else: + fy_input = self.field_inputs.get(KEY_STEEL_FY) + fu_input = self.field_inputs.get(KEY_STEEL_FU) + val1 = self._normalize_material_token(fy_input.text() if fy_input else "") + val2 = self._normalize_material_token(fu_input.text() if fu_input else "") + + parts = [part for part in (val1, val2) if part] + material_name = CUSTOM_MATERIAL_PREFIX + "_".join(parts) if parts else CUSTOM_MATERIAL_PREFIX + self.material_input.setText(material_name) + + def _set_read_only_fields(self, enabled: bool): + for widget in self.field_inputs.values(): + widget.setReadOnly(enabled) + widget.setEnabled(not enabled) + if enabled: + widget.setStyleSheet(""" + QLineEdit { + padding: 1px 7px; + border: 1px solid #a8a8a8; + border-radius: 6px; + background-color: #f1f1f1; + color: #555555; + } + """) + + def _load_material_info_for_view(self, material_name: str): + name = (material_name or "").strip() + if not name: + name = CUSTOM_MATERIAL_PREFIX + + self.form_data["material"] = name + + if self.custom_fields: + self.form_data["fields"] = self.custom_fields.copy() + else: + if self.is_deck_material: + factor = self._factor_value_from_label(DEFAULT_ECM_FACTOR_LABEL) + self.form_data["fields"] = self._deck_defaults(name, factor) + else: + fy_value = "" + fu_value = "" + + custom_match = re.match(r"^Cus_([0-9]+(?:\.[0-9]+)?)_([0-9]+(?:\.[0-9]+)?)$", name, re.IGNORECASE) + if custom_match: + fy_value = custom_match.group(1) + fu_value = custom_match.group(2) + else: + grade_value = self._extract_numeric_grade(name, default=None) + defaults = STEEL_GRADE_BASE_VALUES.get(grade_value) if grade_value is not None else None + if defaults: + fy_value = "{:.1f}".format(defaults["Fy"]) + fu_value = "{:.1f}".format(defaults["Fu"]) + + self.form_data["fields"] = { + KEY_STEEL_FY: fy_value, + KEY_STEEL_FU: fu_value, + KEY_STEEL_E: "{:.1f}".format(STEEL_MODULUS_E_GPA), + KEY_STEEL_G: "{:.1f}".format(STEEL_MODULUS_G_GPA), + KEY_STEEL_POISSON: "{:.1f}".format(STEEL_POISSON_RATIO), + KEY_THERMAL_EXPANSION: "{:.1f}".format(STEEL_THERMAL_COEFF), + } + + self.material_input.setText(name) + self._populate_fields() def set_member(self, member): - index = self.member_combo.findText(member) - if index >= 0: - self.member_combo.setCurrentIndex(index) - - def sync_with_parent_defaults(self): - for member, data in self.member_data.items(): - if data.get("is_default"): - self._apply_defaults_for_member(member, update_ui=(member == self.current_member)) \ No newline at end of file + _ = member \ No newline at end of file diff --git a/src/osdagbridge/desktop/ui/docks/input_dock.py b/src/osdagbridge/desktop/ui/docks/input_dock.py index 91e5af80f..a4f8fd3e4 100644 --- a/src/osdagbridge/desktop/ui/docks/input_dock.py +++ b/src/osdagbridge/desktop/ui/docks/input_dock.py @@ -5,7 +5,7 @@ import json from PySide6.QtWidgets import ( QApplication, QWidget, QHBoxLayout, QVBoxLayout, QPushButton, - QComboBox, QScrollArea, QLabel, QLineEdit, QGroupBox, QSizePolicy, QMessageBox, QDialog, QCheckBox, QFrame, + QComboBox, QScrollArea, QLabel, QLineEdit, QGroupBox, QSizePolicy, QMessageBox, QDialog, QToolButton, QFrame, ) from PySide6.QtCore import Qt, QRegularExpression, QSize, QTimer, QPoint, QEvent, Signal @@ -18,7 +18,8 @@ from osdagbridge.desktop.ui.docks.dock_utils import apply_field_style from osdagbridge.desktop.ui.dialogs.material_properties import MaterialPropertiesDialog -from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar +from osdagbridge.desktop.ui.dialogs.custom_titlebar import CustomTitleBar +from osdagbridge.desktop.ui.dialogs.custom_messagebox import CustomMessageBox, MessageBoxType class NoScrollComboBox(QComboBox): def wheelEvent(self, event): @@ -27,6 +28,7 @@ def wheelEvent(self, event): class InputDock(QWidget): # Signal emitted when any input value changes input_value_changed = Signal() + MATERIAL_CUSTOM_OPTION = "Custom" def __init__(self, backend, parent): super().__init__() @@ -58,6 +60,9 @@ def __init__(self, backend, parent): self.design_btn = None self.design_mode_combo = None self._current_design_mode = "Optimized" + self._material_custom_fields = {} + self._material_previous_selection = {} + self._material_combo_map = {} self.setStyleSheet("background: transparent;") self.main_layout = QHBoxLayout(self) @@ -1018,12 +1023,6 @@ def _default_row_config(self, row_type): {"text": "Modify Here", "action": "show_additional_inputs"}, ], }, - "material_properties": { - "label": "Properties", - "buttons": [ - {"text": "Modify Here", "action": "show_material_properties_dialog"}, - ], - }, } return mapping.get(row_type, {}) @@ -1119,7 +1118,29 @@ def _create_field_row(self, section_context, key, label, field_type, values, val field_label.setStyleSheet(self._section_label_style()) field_label.setMinimumWidth(110) row.addWidget(field_label) - row.addWidget(widget, 1) + if self._is_material_input_key(key) and isinstance(widget, QComboBox): + combo_container = QWidget() + combo_layout = QHBoxLayout(combo_container) + combo_layout.setContentsMargins(0, 0, 0, 0) + combo_layout.setSpacing(4) + combo_layout.addWidget(widget, 1) + + info_btn = QToolButton() + info_btn.setCursor(Qt.CursorShape.PointingHandCursor) + info_btn.setToolTip("View material properties") + info_btn.setAutoRaise(True) + info_btn.setIcon(QIcon(":/vectors/msg_about.svg")) + info_btn.setFixedSize(20, 20) + info_btn.setStyleSheet("QToolButton { border: none; padding: 0px; background: transparent; }") + if info_btn.icon().isNull(): + info_btn.setText("i") + info_btn.setToolTip("View selected material properties") + info_btn.clicked.connect(lambda _checked=False, k=key: self._show_selected_material_info_for_key(k)) + combo_layout.addWidget(info_btn) + + row.addWidget(combo_container, 1) + else: + row.addWidget(widget, 1) if metadata.get("add_stretch"): row.addStretch() section_context["layout"].addLayout(row) @@ -1134,7 +1155,11 @@ def _create_input_widget(self, key, field_type, values, validator, metadata): apply_field_style(widget) if values: - widget.addItems(values) + items = [str(v) for v in values] + if self._is_material_input_key(key_name): + items = [item for item in items if item != self.MATERIAL_CUSTOM_OPTION] + items.append(self.MATERIAL_CUSTOM_OPTION) + widget.addItems(items) # Prefer backend-stored value, else metadata default. try: @@ -1147,6 +1172,9 @@ def _create_input_widget(self, key, field_type, values, validator, metadata): init_value = backend_value if backend_value not in (None, "") else default_value if init_value not in (None, ""): idx = widget.findText(str(init_value)) + if idx < 0 and self._is_material_input_key(key_name): + self._ensure_material_option(widget, str(init_value)) + idx = widget.findText(str(init_value)) if idx >= 0: widget.setCurrentIndex(idx) @@ -1252,16 +1280,125 @@ def _apply_field_specific_config(self, key, widget, metadata): elif key == KEY_SKEW_ANGLE and isinstance(widget, QLineEdit): widget.setValidator(QDoubleValidator(SKEW_ANGLE_MIN, SKEW_ANGLE_MAX, 1)) widget.setPlaceholderText(f"{SKEW_ANGLE_MIN} - {SKEW_ANGLE_MAX}°") - elif key == KEY_DECK_CONCRETE_GRADE_BASIC and hasattr(widget, "findText"): - default_value = metadata.get("default") - if default_value: - idx = widget.findText(default_value) - if idx >= 0: - widget.setCurrentIndex(idx) + elif self._is_material_input_key(key) and isinstance(widget, QComboBox): + if key == KEY_DECK_CONCRETE_GRADE_BASIC and hasattr(widget, "findText"): + default_value = metadata.get("default") + if default_value: + idx = widget.findText(default_value) + if idx >= 0: + widget.setCurrentIndex(idx) + self._material_combo_map[key] = widget + current_text = str(widget.currentText() or "").strip() + if current_text and current_text != self.MATERIAL_CUSTOM_OPTION: + self._material_previous_selection[key] = current_text + widget.currentTextChanged.connect( + lambda text, k=key, w=widget: self._on_material_selection_changed(k, w, text) + ) elif key == "Design" and hasattr(widget, "currentTextChanged"): widget.currentTextChanged.connect(self._on_design_mode_changed) self._on_design_mode_changed(widget.currentText()) + def _is_material_input_key(self, key) -> bool: + return key in { + KEY_GIRDER, + KEY_CROSS_BRACING, + KEY_END_DIAPHRAGM, + KEY_DECK_CONCRETE_GRADE_BASIC, + } + + def _material_member_for_key(self, key: str) -> str: + return "Deck" if key in {KEY_DECK_CONCRETE_GRADE_BASIC, KEY_DECK} else "Girder" + + def _set_combo_text_without_signal(self, combo: QComboBox, text: str) -> None: + idx = combo.findText(text) + if idx < 0: + return + blocked = combo.blockSignals(True) + try: + combo.setCurrentIndex(idx) + finally: + combo.blockSignals(blocked) + + def _ensure_material_option(self, combo: QComboBox, material_name: str) -> None: + name = str(material_name or "").strip() + if not name or combo.findText(name) >= 0: + return + custom_idx = combo.findText(self.MATERIAL_CUSTOM_OPTION) + insert_at = custom_idx if custom_idx >= 0 else combo.count() + combo.insertItem(insert_at, name) + + def _first_non_custom_option(self, combo: QComboBox) -> str: + for idx in range(combo.count()): + value = str(combo.itemText(idx) or "").strip() + if value and value != self.MATERIAL_CUSTOM_OPTION: + return value + return "" + + def _open_custom_material_dialog_for_key(self, key: str, combo: QComboBox) -> bool: + member = self._material_member_for_key(key) + previous_value = self._material_previous_selection.get(key, "") + + # Intentionally not passing parent to preserve original dialog appearance. + dialog = MaterialPropertiesDialog(read_only=False, selected_material=previous_value, member=member) + if dialog.exec() != QDialog.Accepted: + return False + + form_data = getattr(dialog, "form_data", {}) + material_name = str(form_data.get("material", "") or "").strip() + fields = form_data.get("fields", {}) + if not material_name: + return False + + self._material_custom_fields[material_name] = dict(fields) if isinstance(fields, dict) else {} + self._ensure_material_option(combo, material_name) + self._set_combo_text_without_signal(combo, material_name) + self._material_previous_selection[key] = material_name + self._push_backend_value(key, material_name) + self.emit_value_changed() + return True + + def _on_material_selection_changed(self, key: str, combo: QComboBox, selected_text: str) -> None: + selected = str(selected_text or "").strip() + if not selected: + return + + if selected == self.MATERIAL_CUSTOM_OPTION: + accepted = self._open_custom_material_dialog_for_key(key, combo) + if accepted: + return + fallback = self._material_previous_selection.get(key) or self._first_non_custom_option(combo) + if fallback: + self._set_combo_text_without_signal(combo, fallback) + self._push_backend_value(key, fallback) + return + + self._material_previous_selection[key] = selected + + def _show_selected_material_info_for_key(self, key: str) -> None: + combo = self._material_combo_map.get(key) + if combo is None: + return + + selected_material = str(combo.currentText() or "").strip() + if not selected_material or selected_material == self.MATERIAL_CUSTOM_OPTION: + CustomMessageBox( + title="Material Data Unavailable", + text="No material selected or custom material details not provided.", + dialogType=MessageBoxType.Warning + ).exec() + return + + member = self._material_member_for_key(key) + custom_fields = self._material_custom_fields.get(selected_material) + # Intentionally not passing parent to preserve original dialog appearance. + dialog = MaterialPropertiesDialog( + read_only=True, + selected_material=selected_material, + member=member, + custom_fields=custom_fields, + ) + dialog.exec() + def _get_basic_design_mode(self) -> str: if self.design_mode_combo is not None and hasattr(self.design_mode_combo, "currentText"): value = str(self.design_mode_combo.currentText() or "").strip() @@ -1374,27 +1511,3 @@ def _is_median_included(self): if not self.include_median_combo: return False return self.include_median_combo.currentText().lower() == "yes" - - def show_material_properties_dialog(self): - """Open the material properties dialog with the relevant member selected.""" - if self.material_dialog is None: - self.material_dialog = MaterialPropertiesDialog() - - member = "Girder" - focus_widget = QApplication.focusWidget() - focus_map = { - getattr(self, 'girder_combo', None): "Girder", - getattr(self, 'deck_combo', None): "Deck", - getattr(self, 'cross_bracing_combo', None): "Cross Bracing", - getattr(self, 'end_diaphragm_combo', None): "End Diaphragm", - } - for widget, name in focus_map.items(): - if widget is not None and widget is focus_widget: - member = name - break - - self.material_dialog.sync_with_parent_defaults() - self.material_dialog.set_member(member) - self.material_dialog.show() - self.material_dialog.raise_() - self.material_dialog.activateWindow() \ No newline at end of file From 5292f889cc8c8ef74417f275bb7af5df44cc7d81 Mon Sep 17 00:00:00 2001 From: Garvit Singh Rathore Date: Thu, 5 Mar 2026 00:56:02 +0530 Subject: [PATCH 068/225] disable other option and sync all custom material properties across all steel members --- .../desktop/ui/dialogs/material_properties.py | 25 +++++++++++++++++-- .../desktop/ui/docks/input_dock.py | 17 +++++++++++-- 2 files changed, 38 insertions(+), 4 deletions(-) diff --git a/src/osdagbridge/desktop/ui/dialogs/material_properties.py b/src/osdagbridge/desktop/ui/dialogs/material_properties.py index 67874d5ba..20a376152 100644 --- a/src/osdagbridge/desktop/ui/dialogs/material_properties.py +++ b/src/osdagbridge/desktop/ui/dialogs/material_properties.py @@ -8,7 +8,7 @@ from osdagbridge.desktop.ui.dialogs.custom_titlebar import CustomTitleBar from osdagbridge.desktop.ui.dialogs.custom_messagebox import CustomMessageBox, MessageBoxType from osdagbridge.desktop.ui.docks.dock_utils import apply_field_style -from osdagbridge.core.utils.common import VALUES_MATERIAL, VALUES_DECK_CONCRETE_GRADE +from osdagbridge.core.utils.common import VALUES_MATERIAL, VALUES_DECK_CONCRETE_GRADE, KEY_GIRDER, KEY_CROSS_BRACING, KEY_END_DIAPHRAGM DIALOG_TITLE_MATERIAL_PROPERTIES = "Enter Custom Properties" @@ -496,4 +496,25 @@ def _load_material_info_for_view(self, material_name: str): self._populate_fields() def set_member(self, member): - _ = member \ No newline at end of file + _ = member + +def sync_custom_materials_across_steel_members(combo_map, ensure_option_callback, material_name=None): + steel_keys = [KEY_GIRDER, KEY_CROSS_BRACING, KEY_END_DIAPHRAGM] + custom_materials = set() + + if material_name: + custom_materials.add(material_name) + else: + for key in steel_keys: + if key in combo_map: + combo = combo_map[key] + for i in range(combo.count()): + text = combo.itemText(i) + if text.startswith("Cus_"): + custom_materials.add(text) + + for key in steel_keys: + if key in combo_map: + combo = combo_map[key] + for mat in custom_materials: + ensure_option_callback(combo, mat) \ No newline at end of file diff --git a/src/osdagbridge/desktop/ui/docks/input_dock.py b/src/osdagbridge/desktop/ui/docks/input_dock.py index a4f8fd3e4..09d9b3b19 100644 --- a/src/osdagbridge/desktop/ui/docks/input_dock.py +++ b/src/osdagbridge/desktop/ui/docks/input_dock.py @@ -9,14 +9,14 @@ ) from PySide6.QtCore import Qt, QRegularExpression, QSize, QTimer, QPoint, QEvent, Signal -from PySide6.QtGui import QPixmap, QDoubleValidator, QRegularExpressionValidator, QIcon +from PySide6.QtGui import QPixmap, QDoubleValidator, QRegularExpressionValidator, QIcon, QColor, QBrush from PySide6.QtSvgWidgets import * from osdagbridge.core.utils.common import * from osdagbridge.desktop.ui.dialogs.additional_inputs import AdditionalInputs from osdagbridge.desktop.ui.utils.custom_buttons import DockCustomButton from osdagbridge.desktop.ui.dialogs.project_location import ProjectLocationDialog from osdagbridge.desktop.ui.docks.dock_utils import apply_field_style -from osdagbridge.desktop.ui.dialogs.material_properties import MaterialPropertiesDialog +from osdagbridge.desktop.ui.dialogs.material_properties import MaterialPropertiesDialog, sync_custom_materials_across_steel_members from osdagbridge.desktop.ui.dialogs.custom_titlebar import CustomTitleBar from osdagbridge.desktop.ui.dialogs.custom_messagebox import CustomMessageBox, MessageBoxType @@ -831,6 +831,7 @@ def _build_basic_inputs(self, field_definitions, root_layout): self._finalize_section_contexts() self._update_carriageway_placeholder() + sync_custom_materials_across_steel_members(self._material_combo_map, self._ensure_material_option) def _normalize_definition(self, definition): if len(definition) == 6: @@ -1161,6 +1162,16 @@ def _create_input_widget(self, key, field_type, values, validator, metadata): items.append(self.MATERIAL_CUSTOM_OPTION) widget.addItems(items) + for i, text in enumerate(items): + # Intentionally disabling other option + if text == "Other": + widget.setItemData(i, QBrush(QColor("gray")), Qt.ItemDataRole.ForegroundRole) + model = widget.model() + if hasattr(model, 'item'): + item = model.item(i) + if item: + item.setEnabled(False) + # Prefer backend-stored value, else metadata default. try: backend_value = self.backend.get_input_value(key_name) if key_name and hasattr(self.backend, "get_input_value") else None @@ -1351,6 +1362,8 @@ def _open_custom_material_dialog_for_key(self, key: str, combo: QComboBox) -> bo self._material_custom_fields[material_name] = dict(fields) if isinstance(fields, dict) else {} self._ensure_material_option(combo, material_name) + if member == "Girder": + sync_custom_materials_across_steel_members(self._material_combo_map, self._ensure_material_option, material_name) self._set_combo_text_without_signal(combo, material_name) self._material_previous_selection[key] = material_name self._push_backend_value(key, material_name) From b5dfa109c74cc1edf377a8698c0494735a5eb2a0 Mon Sep 17 00:00:00 2001 From: Garvit Singh Rathore Date: Thu, 5 Mar 2026 00:58:56 +0530 Subject: [PATCH 069/225] Move custom titlebar back to utils --- src/osdagbridge/desktop/ui/dialogs/additional_inputs.py | 2 +- src/osdagbridge/desktop/ui/dialogs/custom_messagebox.py | 2 +- src/osdagbridge/desktop/ui/dialogs/deck_design.py | 2 +- src/osdagbridge/desktop/ui/dialogs/material_properties.py | 2 +- src/osdagbridge/desktop/ui/dialogs/project_location.py | 2 +- src/osdagbridge/desktop/ui/dialogs/steel_design.py | 2 +- .../desktop/ui/dialogs/tabs/custom_vehicle_dialog.py | 2 +- src/osdagbridge/desktop/ui/dialogs/tabs/optimizable_field.py | 2 +- .../desktop/ui/dialogs/tabs/section_properties_tab.py | 2 +- .../ui/dialogs/tabs/sub_tabs/loading/load_combination_tab.py | 2 +- .../sub_tabs/section_properties/cross_bracing_details_tab.py | 2 +- .../sub_tabs/section_properties/end_diaphragm_details_tab.py | 2 +- .../tabs/sub_tabs/section_properties/girder_details_tab.py | 2 +- .../desktop/ui/dialogs/tabs/typical_section_details.py | 2 +- src/osdagbridge/desktop/ui/docks/input_dock.py | 2 +- .../desktop/ui/{dialogs => utils}/custom_titlebar.py | 0 16 files changed, 15 insertions(+), 15 deletions(-) rename src/osdagbridge/desktop/ui/{dialogs => utils}/custom_titlebar.py (100%) diff --git a/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py b/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py index a2e5674bb..093e3fa7b 100644 --- a/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py +++ b/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py @@ -15,7 +15,7 @@ from PySide6.QtGui import QDoubleValidator, QIntValidator from osdagbridge.core.utils.common import * -from osdagbridge.desktop.ui.dialogs.custom_titlebar import CustomTitleBar +from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style, create_action_button_bar from osdagbridge.desktop.ui.dialogs.tabs.typical_section_details import TypicalSectionDetailsTab from osdagbridge.desktop.ui.dialogs.tabs.optimizable_field import OptimizableField diff --git a/src/osdagbridge/desktop/ui/dialogs/custom_messagebox.py b/src/osdagbridge/desktop/ui/dialogs/custom_messagebox.py index 697f41cab..4efbbf442 100644 --- a/src/osdagbridge/desktop/ui/dialogs/custom_messagebox.py +++ b/src/osdagbridge/desktop/ui/dialogs/custom_messagebox.py @@ -7,7 +7,7 @@ # from custom_titlebar import CustomTitleBar # from resources_rc import * -from osdagbridge.desktop.ui.dialogs.custom_titlebar import CustomTitleBar +from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar from osdagbridge.desktop.resources.resources_rc import * class MessageBoxType: diff --git a/src/osdagbridge/desktop/ui/dialogs/deck_design.py b/src/osdagbridge/desktop/ui/dialogs/deck_design.py index 7cd688a2f..80407105b 100644 --- a/src/osdagbridge/desktop/ui/dialogs/deck_design.py +++ b/src/osdagbridge/desktop/ui/dialogs/deck_design.py @@ -18,7 +18,7 @@ from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style from osdagbridge.desktop.ui.utils.styled_scroll_area import StyledScrollArea -from osdagbridge.desktop.ui.dialogs.custom_titlebar import CustomTitleBar +from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar class NoScrollTable(QTableWidget): diff --git a/src/osdagbridge/desktop/ui/dialogs/material_properties.py b/src/osdagbridge/desktop/ui/dialogs/material_properties.py index 20a376152..008e28bd3 100644 --- a/src/osdagbridge/desktop/ui/dialogs/material_properties.py +++ b/src/osdagbridge/desktop/ui/dialogs/material_properties.py @@ -5,7 +5,7 @@ from PySide6.QtGui import QDoubleValidator import re -from osdagbridge.desktop.ui.dialogs.custom_titlebar import CustomTitleBar +from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar from osdagbridge.desktop.ui.dialogs.custom_messagebox import CustomMessageBox, MessageBoxType from osdagbridge.desktop.ui.docks.dock_utils import apply_field_style from osdagbridge.core.utils.common import VALUES_MATERIAL, VALUES_DECK_CONCRETE_GRADE, KEY_GIRDER, KEY_CROSS_BRACING, KEY_END_DIAPHRAGM diff --git a/src/osdagbridge/desktop/ui/dialogs/project_location.py b/src/osdagbridge/desktop/ui/dialogs/project_location.py index a250eb2b5..92089e0cb 100644 --- a/src/osdagbridge/desktop/ui/dialogs/project_location.py +++ b/src/osdagbridge/desktop/ui/dialogs/project_location.py @@ -4,7 +4,7 @@ QRadioButton, QButtonGroup, QStackedWidget, QSpacerItem ) from PySide6.QtCore import Qt -from osdagbridge.desktop.ui.dialogs.custom_titlebar import CustomTitleBar +from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar from osdagbridge.desktop.ui.dialogs.custom_messagebox import CustomMessageBox, MessageBoxType from osdagbridge.core.bridge_types.plate_girder.ui_fields_project_location import ( get_state_list, diff --git a/src/osdagbridge/desktop/ui/dialogs/steel_design.py b/src/osdagbridge/desktop/ui/dialogs/steel_design.py index e214494aa..93c6a7d10 100644 --- a/src/osdagbridge/desktop/ui/dialogs/steel_design.py +++ b/src/osdagbridge/desktop/ui/dialogs/steel_design.py @@ -3,7 +3,7 @@ ) from PySide6.QtCore import Qt -from osdagbridge.desktop.ui.dialogs.custom_titlebar import CustomTitleBar +from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar from osdagbridge.desktop.ui.dialogs.tabs.steel_design_details import SteelDesignDetailsTab from osdagbridge.desktop.ui.dialogs.tabs.steel_design_analysis import SteelDesignAnalysisTab from osdagbridge.desktop.ui.dialogs.tabs.steel_design_check import SteelDesignCheckTab diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/custom_vehicle_dialog.py b/src/osdagbridge/desktop/ui/dialogs/tabs/custom_vehicle_dialog.py index e7aa848b2..07859e9c3 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/custom_vehicle_dialog.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/custom_vehicle_dialog.py @@ -12,7 +12,7 @@ from PySide6.QtGui import QDoubleValidator, QIntValidator from osdagbridge.core.utils.common import * -from osdagbridge.desktop.ui.dialogs.custom_titlebar import CustomTitleBar +from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style class CustomVehicleDialog(QDialog): diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/optimizable_field.py b/src/osdagbridge/desktop/ui/dialogs/tabs/optimizable_field.py index c052595c0..09eb0cd43 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/optimizable_field.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/optimizable_field.py @@ -12,7 +12,7 @@ from PySide6.QtGui import QDoubleValidator, QIntValidator from osdagbridge.core.utils.common import * -from osdagbridge.desktop.ui.dialogs.custom_titlebar import CustomTitleBar +from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style class OptimizableField(QWidget): diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/section_properties_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/section_properties_tab.py index 716560e11..896eee012 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/section_properties_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/section_properties_tab.py @@ -12,7 +12,7 @@ from PySide6.QtGui import QDoubleValidator, QIntValidator, QColor from osdagbridge.core.utils.common import * -from osdagbridge.desktop.ui.dialogs.custom_titlebar import CustomTitleBar +from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style from osdagbridge.desktop.ui.dialogs.tabs.sub_tabs.section_properties.girder_details_tab import GirderDetailsTab from osdagbridge.desktop.ui.dialogs.tabs.sub_tabs.section_properties.stiffener_details_tab import StiffenerDetailsTab diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/load_combination_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/load_combination_tab.py index 2e116d73d..f91ec3773 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/load_combination_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/load_combination_tab.py @@ -17,7 +17,7 @@ from PySide6.QtWidgets import QHeaderView from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style -from osdagbridge.desktop.ui.dialogs.custom_titlebar import CustomTitleBar +from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar from osdagbridge.core.bridge_types.plate_girder.ui_fields_additional_input import ( LOAD_COMBINATION_TAB_SCHEMA, ) diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/cross_bracing_details_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/cross_bracing_details_tab.py index b468696aa..ce59b45a5 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/cross_bracing_details_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/cross_bracing_details_tab.py @@ -12,7 +12,7 @@ from PySide6.QtGui import QDoubleValidator, QIntValidator from osdagbridge.core.utils.common import * -from osdagbridge.desktop.ui.dialogs.custom_titlebar import CustomTitleBar +from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style from osdagbridge.desktop.ui.widgets.section_viewer import SectionPreviewWidget, SectionCatalog from osdagbridge.desktop.ui.widgets.placeholder_section_preview import PlaceholderSectionPreviewWidget diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/end_diaphragm_details_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/end_diaphragm_details_tab.py index 51ec3d1e6..65a0e9189 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/end_diaphragm_details_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/end_diaphragm_details_tab.py @@ -19,7 +19,7 @@ from PySide6.QtGui import QDoubleValidator, QIntValidator from osdagbridge.core.utils.common import * -from osdagbridge.desktop.ui.dialogs.custom_titlebar import CustomTitleBar +from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style from osdagbridge.desktop.ui.utils.rolled_section_preview import RolledSectionPreview from osdagbridge.desktop.ui.widgets.section_viewer import SectionCatalog, SectionPreviewWidget diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/girder_details_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/girder_details_tab.py index 24e824399..764e91852 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/girder_details_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/girder_details_tab.py @@ -45,7 +45,7 @@ VALUES_WEB_TYPE, ) from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style -from osdagbridge.desktop.ui.dialogs.custom_titlebar import CustomTitleBar +from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar from osdagbridge.desktop.ui.utils.rolled_section_preview import RolledSectionPreview diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py b/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py index a96b3a7e6..908ded84d 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py @@ -14,7 +14,7 @@ from osdagbridge.core.bridge_types.plate_girder.bridge_geometry import CrossSectionLayout from osdagbridge.core.utils.common import * -from osdagbridge.desktop.ui.dialogs.custom_titlebar import CustomTitleBar +from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style from osdagbridge.desktop.ui.dialogs.tabs.sub_tabs.typical_section.layout_tab import LayoutTab from osdagbridge.desktop.ui.dialogs.tabs.sub_tabs.typical_section.crash_barrier_tab import CrashBarrierTab diff --git a/src/osdagbridge/desktop/ui/docks/input_dock.py b/src/osdagbridge/desktop/ui/docks/input_dock.py index 09d9b3b19..db44f93db 100644 --- a/src/osdagbridge/desktop/ui/docks/input_dock.py +++ b/src/osdagbridge/desktop/ui/docks/input_dock.py @@ -18,7 +18,7 @@ from osdagbridge.desktop.ui.docks.dock_utils import apply_field_style from osdagbridge.desktop.ui.dialogs.material_properties import MaterialPropertiesDialog, sync_custom_materials_across_steel_members -from osdagbridge.desktop.ui.dialogs.custom_titlebar import CustomTitleBar +from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar from osdagbridge.desktop.ui.dialogs.custom_messagebox import CustomMessageBox, MessageBoxType class NoScrollComboBox(QComboBox): diff --git a/src/osdagbridge/desktop/ui/dialogs/custom_titlebar.py b/src/osdagbridge/desktop/ui/utils/custom_titlebar.py similarity index 100% rename from src/osdagbridge/desktop/ui/dialogs/custom_titlebar.py rename to src/osdagbridge/desktop/ui/utils/custom_titlebar.py From cd9c67c67741635f5e9f0be9a1efb2acf1e94acf Mon Sep 17 00:00:00 2001 From: Garvit Singh Rathore Date: Thu, 5 Mar 2026 02:20:19 +0530 Subject: [PATCH 070/225] Move design type below modify additional geometry and connect Custom option to open member props --- .../bridge_types/plate_girder/ui_fields.py | 58 ++++++++++++++----- .../desktop/ui/docks/input_dock.py | 30 ++++++++-- 2 files changed, 68 insertions(+), 20 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py index f67f36a06..c3040fd76 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py @@ -186,18 +186,6 @@ def input_values(self): 'No Validator', { "container": "superstructure", - "post_rows": [ - { - "type": "additional_geometry", - "label": "Additional Geometry", - "buttons": [ - { - "text": "Modify Here", - "action": "show_additional_inputs", - } - ], - } - ], }, ) ) @@ -256,15 +244,55 @@ def input_values(self): {"label": "Skew Angle"}, ) ) + options_list.append( + ( + "section_additional_geometry", + "", + TYPE_TITLE, + None, + True, + 'No Validator', + { + "container": "superstructure", + "show_group_title": False, + "post_rows": [ + { + "type": "additional_geometry", + "label": "Additional Geometry", + "buttons": [ + { + "text": "Modify Here", + "action": "show_additional_inputs", + } + ], + } + ], + }, + ) + ) + options_list.append( + ( + "section_design_type", + "", + TYPE_TITLE, + None, + True, + 'No Validator', + { + "container": "superstructure", + "show_group_title": False, + }, + ) + ) options_list.append( ( "Design", - "Design", + "Design Type", TYPE_COMBOBOX, - ["Optimized", "Customized"], + ["Optimized", "Custom"], True, 'No Validator', - {"label": "Design", "default": "Optimized"}, + {"label": "Design Type", "default": "Optimized"}, ) ) diff --git a/src/osdagbridge/desktop/ui/docks/input_dock.py b/src/osdagbridge/desktop/ui/docks/input_dock.py index db44f93db..fd2c0c104 100644 --- a/src/osdagbridge/desktop/ui/docks/input_dock.py +++ b/src/osdagbridge/desktop/ui/docks/input_dock.py @@ -739,8 +739,8 @@ def _on_design_clicked(self) -> None: # Option 2: print merged inputs for quick verification. self._debug_dump_final_inputs(self._final_inputs_saved_list) - def show_additional_inputs(self): - """Show Additional Inputs dialog""" + def _show_additional_inputs_dialog(self, target_tab_name=None): + """Show Additional Inputs dialog and optionally focus a specific top-level tab.""" footpath_value = self.footpath_combo.currentText() if self.footpath_combo else "None" carriageway_width = self._get_effective_carriageway_width() @@ -764,6 +764,16 @@ def show_additional_inputs(self): except Exception: pass + if target_tab_name: + try: + for idx in range(self.additional_inputs.tabs.count()): + tab_text = str(self.additional_inputs.tabs.tabText(idx) or "").strip() + if tab_text.lower() == str(target_tab_name).strip().lower(): + self.additional_inputs.tabs.setCurrentIndex(idx) + break + except Exception: + pass + # Capture state when dialog closes. try: self.additional_inputs.finished.connect(self._handle_additional_inputs_closed) @@ -781,6 +791,10 @@ def show_additional_inputs(self): self.additional_input_values = values # Emit signal to trigger CAD update self.input_value_changed.emit() + + def show_additional_inputs(self): + """Show Additional Inputs dialog with its default initial tab.""" + self._show_additional_inputs_dialog() def _apply_lock_state(self): self.update_lock_icon() @@ -1306,8 +1320,8 @@ def _apply_field_specific_config(self, key, widget, metadata): lambda text, k=key, w=widget: self._on_material_selection_changed(k, w, text) ) elif key == "Design" and hasattr(widget, "currentTextChanged"): - widget.currentTextChanged.connect(self._on_design_mode_changed) - self._on_design_mode_changed(widget.currentText()) + widget.currentTextChanged.connect(self._on_design_mode_changed_from_user) + self._set_design_mode(widget.currentText(), open_member_properties=False) def _is_material_input_key(self, key) -> bool: return key in { @@ -1420,7 +1434,7 @@ def _get_basic_design_mode(self) -> str: value = str(getattr(self, "_current_design_mode", "") or "").strip() return value or "Optimized" - def _on_design_mode_changed(self, mode_text: str) -> None: + def _set_design_mode(self, mode_text: str, open_member_properties: bool = False) -> None: mode = str(mode_text or "").strip() or "Optimized" self._current_design_mode = mode @@ -1431,6 +1445,12 @@ def _on_design_mode_changed(self, mode_text: str) -> None: except Exception: pass + if open_member_properties and mode.lower() in {"custom"}: + self._show_additional_inputs_dialog("Member Properties") + + def _on_design_mode_changed_from_user(self, mode_text: str) -> None: + self._set_design_mode(mode_text, open_member_properties=True) + def _finalize_section_contexts(self): for context in self.section_contexts.values(): metadata = context.get("metadata", {}) From 38624396a3180071de9b0e03228dc545c0508314 Mon Sep 17 00:00:00 2001 From: Garvit Singh Rathore Date: Fri, 6 Mar 2026 17:55:19 +0530 Subject: [PATCH 071/225] remove hard coded deck and steel data (now using DB) and add DB tables for same --- .../bridge_types/plate_girder/ui_fields.py | 2 +- .../core/data/ResourceFiles/Intg_osdag.sql | 69 ++++++-- src/osdagbridge/core/utils/common.py | 2 +- .../desktop/ui/dialogs/material_properties.py | 151 +++++++++++++----- 4 files changed, 169 insertions(+), 55 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py index c3040fd76..ad58c28ea 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py @@ -352,7 +352,7 @@ def input_values(self): VALUES_DECK_CONCRETE_GRADE, True, 'No Validator', - {"label": "Deck", "default": "M 25"}, + {"label": "Deck"}, ) ) diff --git a/src/osdagbridge/core/data/ResourceFiles/Intg_osdag.sql b/src/osdagbridge/core/data/ResourceFiles/Intg_osdag.sql index 8000cd4f2..16ed4ee18 100644 --- a/src/osdagbridge/core/data/ResourceFiles/Intg_osdag.sql +++ b/src/osdagbridge/core/data/ResourceFiles/Intg_osdag.sql @@ -63,23 +63,38 @@ INSERT INTO Angle_Pitch VALUES(11,150,20,2,55,55,NULL); INSERT INTO Angle_Pitch VALUES(13,200,30,2,75,75,NULL); INSERT INTO Angle_Pitch VALUES(12,200,20,3,55,55,55); CREATE TABLE IF NOT EXISTS "Material" ( - "Grade" TEXT, - "Yield Stress (< 20)" INTEGER, - "Yield Stress (20 -40)" INTEGER, - "Yield Stress (> 40)" INTEGER, - "Ultimate Tensile Stress" INTEGER, - "Elongation " INTEGER + "Material Name" TEXT, + "Yield Strength" INTEGER, + "Ultimate Tensile Strength" INTEGER ); -INSERT INTO Material VALUES('E 165 (Fe 290)',165,165,165,290,23); -INSERT INTO Material VALUES('E 250 (Fe 410 W)A',250,240,230,410,23); -INSERT INTO Material VALUES('E 250 (Fe 410 W)B',250,240,230,410,23); -INSERT INTO Material VALUES('E 250 (Fe 410 W)C',250,240,230,410,23); -INSERT INTO Material VALUES('E 300 (Fe 440)',300,290,280,440,22); -INSERT INTO Material VALUES('E 350 (Fe 490)',350,330,320,490,22); -INSERT INTO Material VALUES('E 410 (Fe 540)',410,390,380,540,20); -INSERT INTO Material VALUES('E 450 (Fe 570)D',450,430,420,570,20); -INSERT INTO Material VALUES('E 450 (Fe 590) E',450,430,420,590,20); -INSERT INTO Material VALUES('Cus_400_500_600_1400',400,500,600,1400,20); +INSERT INTO Material VALUES('E 250A',250,410); +INSERT INTO Material VALUES('E 250BR',250,410); +INSERT INTO Material VALUES('E 250B0',250,410); +INSERT INTO Material VALUES('E 250C',250,410); +INSERT INTO Material VALUES('E 275A',275,430); +INSERT INTO Material VALUES('E 275BR',275,430); +INSERT INTO Material VALUES('E 275B0',275,430); +INSERT INTO Material VALUES('E 275C',275,430); +INSERT INTO Material VALUES('E 300A',300,440); +INSERT INTO Material VALUES('E 300BR',300,440); +INSERT INTO Material VALUES('E 300B0',300,440); +INSERT INTO Material VALUES('E 300C',300,440); +INSERT INTO Material VALUES('E 350A',350,490); +INSERT INTO Material VALUES('E 350BR',350,490); +INSERT INTO Material VALUES('E 350B0',350,490); +INSERT INTO Material VALUES('E 350C',350,490); +INSERT INTO Material VALUES('E 410A',410,540); +INSERT INTO Material VALUES('E 410BR',410,540); +INSERT INTO Material VALUES('E 410B0',410,540); +INSERT INTO Material VALUES('E 410C',410,540); +INSERT INTO Material VALUES('E 450A',450,570); +INSERT INTO Material VALUES('E 450BR',450,570); +INSERT INTO Material VALUES('E 550A',550,650); +INSERT INTO Material VALUES('E 550BR',550,650); +INSERT INTO Material VALUES('E 600A',600,730); +INSERT INTO Material VALUES('E 600BR',600,730); +INSERT INTO Material VALUES('E 650A',650,780); +INSERT INTO Material VALUES('E 650BR',650,780); CREATE TABLE IF NOT EXISTS "Bolt_fy_fu" ( `Property_Class` NUMERIC, `Diameter_min` INTEGER, @@ -1357,4 +1372,26 @@ INSERT INTO Angles VALUES(196,'150 x 90 x 15',26.66,33.9,150.0,90.0,15.0,12.0,4. INSERT INTO Angles VALUES(197,'200 x 100 x 15',33.86,43.1,200.0,100.0,15.0,15.0,4.8,7.17,2.23,1770.0,303.0,0.25,1870.0,196.0,6.41,2.65,6.6,2.13,138.0,39.0,241.0,72.9,32.0,'IS808_Rev',NULL); INSERT INTO Angles VALUES(198,'200 x 150 x 15',39.75,50.6,200.0,150.0,15.0,15.0,4.8,6.22,3.75,2030.0,988.0,0.5,2490.0,530.0,6.34,4.42,7.02,3.24,147.0,87.8,268.0,157.0,37.6,'IS808_Rev',NULL); INSERT INTO Angles VALUES(199,'200 x 150 x 18',47.21,60.1,200.0,150.0,18.0,15.0,4.8,6.34,3.86,2390.0,1150.0,0.5,2920.0,623.0,6.3,4.38,6.97,3.22,175.0,103.0,317.0,187.0,64.5,'IS808_Rev',NULL); +CREATE TABLE IF NOT EXISTS "Concrete_Grade_Properties" ( + "Grade" TEXT NOT NULL UNIQUE, + "fck" REAL NOT NULL, + "fctm" REAL NOT NULL, + "Ecm" REAL NOT NULL +); +INSERT INTO Concrete_Grade_Properties VALUES('M15',15.0,1.6,27.0); +INSERT INTO Concrete_Grade_Properties VALUES('M20',20.0,1.9,29.0); +INSERT INTO Concrete_Grade_Properties VALUES('M25',25.0,2.2,30.0); +INSERT INTO Concrete_Grade_Properties VALUES('M30',30.0,2.5,31.0); +INSERT INTO Concrete_Grade_Properties VALUES('M35',35.0,2.8,32.0); +INSERT INTO Concrete_Grade_Properties VALUES('M40',40.0,3.0,33.0); +INSERT INTO Concrete_Grade_Properties VALUES('M45',45.0,3.3,34.0); +INSERT INTO Concrete_Grade_Properties VALUES('M50',50.0,3.5,35.0); +INSERT INTO Concrete_Grade_Properties VALUES('M55',55.0,3.7,36.0); +INSERT INTO Concrete_Grade_Properties VALUES('M60',60.0,4.0,37.0); +INSERT INTO Concrete_Grade_Properties VALUES('M65',65.0,4.4,38.0); +INSERT INTO Concrete_Grade_Properties VALUES('M70',70.0,4.5,38.0); +INSERT INTO Concrete_Grade_Properties VALUES('M75',75.0,4.7,39.0); +INSERT INTO Concrete_Grade_Properties VALUES('M80',80.0,4.8,40.0); +INSERT INTO Concrete_Grade_Properties VALUES('M85',85.0,4.9,40.0); +INSERT INTO Concrete_Grade_Properties VALUES('M90',90.0,5.0,41.0); COMMIT; diff --git a/src/osdagbridge/core/utils/common.py b/src/osdagbridge/core/utils/common.py index 09b548361..2ec16dd19 100644 --- a/src/osdagbridge/core/utils/common.py +++ b/src/osdagbridge/core/utils/common.py @@ -193,7 +193,7 @@ # Value Lists for Additional Inputs VALUES_YES_NO = ["No", "Yes"] VALUES_DECK_CONCRETE_GRADE = [ - "M 25", "M 30", "M 35", "M 40", "M 45", "M 50", + "M 15", "M 20", "M 25", "M 30", "M 35", "M 40", "M 45", "M 50", "M 55", "M 60", "M 65", "M 70", "M 75", "M 80", "M 85", "M 90", ] diff --git a/src/osdagbridge/desktop/ui/dialogs/material_properties.py b/src/osdagbridge/desktop/ui/dialogs/material_properties.py index 008e28bd3..e616d7611 100644 --- a/src/osdagbridge/desktop/ui/dialogs/material_properties.py +++ b/src/osdagbridge/desktop/ui/dialogs/material_properties.py @@ -3,6 +3,8 @@ ) from PySide6.QtCore import Qt from PySide6.QtGui import QDoubleValidator +from pathlib import Path +import sqlite3 import re from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar @@ -36,35 +38,93 @@ STEEL_POISSON_RATIO = 0.30 STEEL_THERMAL_COEFF = 11.7 -STEEL_GRADE_BASE_VALUES = { - 250: {"Fy": 250, "Fu": 410}, - 275: {"Fy": 275, "Fu": 430}, - 300: {"Fy": 300, "Fu": 440}, - 350: {"Fy": 350, "Fu": 490}, - 410: {"Fy": 410, "Fu": 540}, - 450: {"Fy": 450, "Fu": 570}, - 550: {"Fy": 550, "Fu": 650}, - 600: {"Fy": 600, "Fu": 700}, - 650: {"Fy": 650, "Fu": 750}, -} - -CONCRETE_GRADE_BASE_VALUES = { - "M20": {"fck": 20.0, "fctm": 2.2, "Ecm": 22.0}, - "M25": {"fck": 25.0, "fctm": 2.6, "Ecm": 25.0}, - "M30": {"fck": 30.0, "fctm": 2.9, "Ecm": 30.0}, - "M35": {"fck": 35.0, "fctm": 3.2, "Ecm": 33.0}, - "M40": {"fck": 40.0, "fctm": 3.5, "Ecm": 34.0}, - "M45": {"fck": 45.0, "fctm": 3.8, "Ecm": 36.0}, - "M50": {"fck": 50.0, "fctm": 4.1, "Ecm": 37.0}, - "M55": {"fck": 55.0, "fctm": 4.2, "Ecm": 38.0}, - "M60": {"fck": 60.0, "fctm": 4.4, "Ecm": 39.0}, - "M65": {"fck": 65.0, "fctm": 4.5, "Ecm": 40.0}, - "M70": {"fck": 70.0, "fctm": 4.6, "Ecm": 41.0}, - "M75": {"fck": 75.0, "fctm": 4.7, "Ecm": 42.0}, - "M80": {"fck": 80.0, "fctm": 4.8, "Ecm": 42.0}, - "M85": {"fck": 85.0, "fctm": 4.9, "Ecm": 43.0}, - "M90": {"fck": 90.0, "fctm": 5.0, "Ecm": 44.0}, -} +def _locate_resource_file(file_name: str) -> Path: + current = Path(__file__).resolve() + for parent in current.parents: + candidate = parent / "core" / "data" / "ResourceFiles" / file_name + if candidate.exists(): + return candidate + return current.parents[3] / "core" / "data" / "ResourceFiles" / file_name + + +def _execute_resource_query(query: str): + db_path = _locate_resource_file("Intg_osdag.sqlite") + if not db_path.exists(): + return None + + connection = sqlite3.connect(str(db_path)) + cursor = connection.cursor() + try: + cursor.execute(query) + return cursor.fetchall() + except sqlite3.Error: + return None + finally: + connection.close() + + +def _load_concrete_grade_values_from_db(): + rows = _execute_resource_query( + """ + SELECT Grade, fck, fctm, Ecm + FROM Concrete_Grade_Properties + """ + ) + + values = {} + if rows is not None: + for grade, fck, fctm, ecm in rows: + key = str(grade).strip().upper() + values[key] = { + "fck": float(fck), + "fctm": float(fctm), + "Ecm": float(ecm), + } + + return values + + +def _normalize_steel_material_name(name: str) -> str: + return "".join(str(name or "").upper().split()) + + +def _load_steel_material_values_from_db(): + values = {} + rows = _execute_resource_query( + ''' + SELECT [Material Name], [Yield Strength], [Ultimate Tensile Strength] + FROM Material + ''' + ) + if rows is None: + # Backward-compatibility for older local DBs. + rows = _execute_resource_query( + ''' + SELECT Grade, [Yield Stress (< 20)], [Ultimate Tensile Stress] + FROM Material + ''' + ) + + if rows is None: + return {} + + try: + for material_name, fy, fu in rows: + key = _normalize_steel_material_name(material_name) + if not key: + continue + + fy_val = float(fy) + fu_val = float(fu) + values[key] = {"Fy": fy_val, "Fu": fu_val} + + return values + except (TypeError, ValueError): + return {} + + +STEEL_MATERIAL_BASE_VALUES = _load_steel_material_values_from_db() +CONCRETE_GRADE_BASE_VALUES = _load_concrete_grade_values_from_db() KEY_CONCRETE_FCK = "Characteristic Compressive (Cube) Strength of Concrete, (fck)cu (MPa)" KEY_CONCRETE_FCTM = "Mean Tensile Strength of Concrete, fctm (MPa)" @@ -313,16 +373,25 @@ def _defaults_for_material(self, material_name): return self._steel_defaults(material_name) def _steel_defaults(self, grade): - grade_value = self._extract_numeric_grade(grade) - defaults = STEEL_GRADE_BASE_VALUES.get(grade_value, STEEL_GRADE_BASE_VALUES[250]) + normalized_name = _normalize_steel_material_name(grade) + defaults = STEEL_MATERIAL_BASE_VALUES.get(normalized_name) or {} + + if not defaults: + # Backward fallback for custom/older naming patterns. + grade_value = self._extract_numeric_grade(grade) + prefix = f"E{grade_value}" + for key, values in STEEL_MATERIAL_BASE_VALUES.items(): + if key.startswith(prefix): + defaults = values + break result = {} for field_tuple in steel_material_properties_values(): key = field_tuple[0] if "Fu" in key: - result[key] = "{:.1f}".format(defaults["Fu"]) + result[key] = "{:.1f}".format(defaults.get("Fu", 0.0)) elif "Fy" in key: - result[key] = "{:.1f}".format(defaults["Fy"]) + result[key] = "{:.1f}".format(defaults.get("Fy", 0.0)) elif "E (GPa)" in key and "Rigidity" not in key: result[key] = "{:.1f}".format(STEEL_MODULUS_E_GPA) elif "G (GPa)" in key: @@ -382,12 +451,12 @@ def _extract_numeric_grade(self, grade, default=250): # Fallback path: if extra suffix digits exist, try first 3 digits. if len(digits) >= 3: first_three = int(digits[:3]) - if first_three in STEEL_GRADE_BASE_VALUES: + if any(key.startswith(f"E{first_three}") for key in STEEL_MATERIAL_BASE_VALUES): return first_three try: parsed = int(digits) - return parsed if parsed in STEEL_GRADE_BASE_VALUES else default + return parsed if any(key.startswith(f"E{parsed}") for key in STEEL_MATERIAL_BASE_VALUES) else default except ValueError: return default @@ -477,8 +546,16 @@ def _load_material_info_for_view(self, material_name: str): fy_value = custom_match.group(1) fu_value = custom_match.group(2) else: - grade_value = self._extract_numeric_grade(name, default=None) - defaults = STEEL_GRADE_BASE_VALUES.get(grade_value) if grade_value is not None else None + defaults = STEEL_MATERIAL_BASE_VALUES.get(_normalize_steel_material_name(name)) + if not defaults: + grade_value = self._extract_numeric_grade(name, default=None) + defaults = None + if grade_value is not None: + prefix = f"E{grade_value}" + for key, values in STEEL_MATERIAL_BASE_VALUES.items(): + if key.startswith(prefix): + defaults = values + break if defaults: fy_value = "{:.1f}".format(defaults["Fy"]) fu_value = "{:.1f}".format(defaults["Fu"]) From 24654b2a0c3e97b85fa5a7a83f54f6a8b51019dd Mon Sep 17 00:00:00 2001 From: Garvit Singh Rathore Date: Fri, 6 Mar 2026 18:54:24 +0530 Subject: [PATCH 072/225] feat: auto build sqlite file is not present or populate it if it's empty --- src/osdagbridge/core/utils/resource_db.py | 76 +++++++++++++++++++ .../desktop/ui/dialogs/material_properties.py | 12 +-- .../section_properties/girder_details_tab.py | 9 +-- .../desktop/ui/widgets/section_viewer.py | 4 +- 4 files changed, 83 insertions(+), 18 deletions(-) create mode 100644 src/osdagbridge/core/utils/resource_db.py diff --git a/src/osdagbridge/core/utils/resource_db.py b/src/osdagbridge/core/utils/resource_db.py new file mode 100644 index 000000000..6098cad48 --- /dev/null +++ b/src/osdagbridge/core/utils/resource_db.py @@ -0,0 +1,76 @@ +from __future__ import annotations + +from pathlib import Path +import sqlite3 +from typing import Optional + +RESOURCE_DB_NAME = "Intg_osdag.sqlite" +RESOURCE_SQL_NAME = "Intg_osdag.sql" +REQUIRED_TABLES = ("Material", "Beams", "Concrete_Grade_Properties") + + +def _resource_files_dir(start_path: Optional[Path] = None) -> Path: + """Resolve the ResourceFiles directory from a calling module path.""" + probe = (start_path or Path(__file__)).resolve() + for parent in (probe, *probe.parents): + candidate = parent / "core" / "data" / "ResourceFiles" + if candidate.exists(): + return candidate + + # Fallback from this module location: core/utils -> core/data/ResourceFiles + return Path(__file__).resolve().parents[1] / "data" / "ResourceFiles" + + +def locate_resource_database(start_path: Optional[Path] = None) -> Path: + return _resource_files_dir(start_path) / RESOURCE_DB_NAME + + +def _sql_seed_path(start_path: Optional[Path] = None) -> Path: + return _resource_files_dir(start_path) / RESOURCE_SQL_NAME + + +def _has_required_tables(db_path: Path) -> bool: + if not db_path.exists(): + return False + + try: + connection = sqlite3.connect(str(db_path)) + cursor = connection.cursor() + cursor.execute("SELECT name FROM sqlite_master WHERE type='table'") + available = {str(row[0]).strip() for row in cursor.fetchall() if row and row[0]} + return all(table in available for table in REQUIRED_TABLES) + except sqlite3.Error: + return False + finally: + try: + connection.close() + except Exception: + pass + + +def ensure_resource_database(start_path: Optional[Path] = None) -> Path: + """Create and seed Intg_osdag.sqlite from Intg_osdag.sql when needed.""" + db_path = locate_resource_database(start_path) + + if _has_required_tables(db_path): + return db_path + + sql_path = _sql_seed_path(start_path) + if not sql_path.exists(): + return db_path + + db_path.parent.mkdir(parents=True, exist_ok=True) + + # Rebuild when the DB file exists but is empty/corrupt/incomplete. + if db_path.exists(): + db_path.unlink() + + connection = sqlite3.connect(str(db_path)) + try: + script = sql_path.read_text(encoding="utf-8") + connection.executescript(script) + connection.commit() + finally: + connection.close() + + return db_path diff --git a/src/osdagbridge/desktop/ui/dialogs/material_properties.py b/src/osdagbridge/desktop/ui/dialogs/material_properties.py index e616d7611..6e366fcfd 100644 --- a/src/osdagbridge/desktop/ui/dialogs/material_properties.py +++ b/src/osdagbridge/desktop/ui/dialogs/material_properties.py @@ -11,6 +11,7 @@ from osdagbridge.desktop.ui.dialogs.custom_messagebox import CustomMessageBox, MessageBoxType from osdagbridge.desktop.ui.docks.dock_utils import apply_field_style from osdagbridge.core.utils.common import VALUES_MATERIAL, VALUES_DECK_CONCRETE_GRADE, KEY_GIRDER, KEY_CROSS_BRACING, KEY_END_DIAPHRAGM +from osdagbridge.core.utils.resource_db import ensure_resource_database DIALOG_TITLE_MATERIAL_PROPERTIES = "Enter Custom Properties" @@ -38,17 +39,8 @@ STEEL_POISSON_RATIO = 0.30 STEEL_THERMAL_COEFF = 11.7 -def _locate_resource_file(file_name: str) -> Path: - current = Path(__file__).resolve() - for parent in current.parents: - candidate = parent / "core" / "data" / "ResourceFiles" / file_name - if candidate.exists(): - return candidate - return current.parents[3] / "core" / "data" / "ResourceFiles" / file_name - - def _execute_resource_query(query: str): - db_path = _locate_resource_file("Intg_osdag.sqlite") + db_path = ensure_resource_database(Path(__file__).resolve()) if not db_path.exists(): return None diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/girder_details_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/girder_details_tab.py index 764e91852..9561f4d55 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/girder_details_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/girder_details_tab.py @@ -47,6 +47,7 @@ from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar from osdagbridge.desktop.ui.utils.rolled_section_preview import RolledSectionPreview +from osdagbridge.core.utils.resource_db import ensure_resource_database DEFAULT_MEMBER_LENGTH_M = 30.0 @@ -60,13 +61,7 @@ "40", "45", "50", "56", "63", "75", "80", "90", "100", "110", "120", ] def _locate_database() -> Path: - current = Path(__file__).resolve() - for parent in current.parents: - candidate = parent / "core" / "data" / "ResourceFiles" / "Intg_osdag.sqlite" - if candidate.exists(): - return candidate - # Fall back to the repo-relative location even if it does not exist to avoid crashes. - return current.parents[1] / "core" / "data" / "ResourceFiles" / "Intg_osdag.sqlite" + return ensure_resource_database(Path(__file__).resolve()) DB_PATH = _locate_database() diff --git a/src/osdagbridge/desktop/ui/widgets/section_viewer.py b/src/osdagbridge/desktop/ui/widgets/section_viewer.py index bea985765..a8275c288 100644 --- a/src/osdagbridge/desktop/ui/widgets/section_viewer.py +++ b/src/osdagbridge/desktop/ui/widgets/section_viewer.py @@ -18,9 +18,10 @@ CAD_PLACEHOLDER_TEXT, CAD_SHAPE_FILL, ) +from osdagbridge.core.utils.resource_db import ensure_resource_database, locate_resource_database -DB_PATH = Path(__file__).resolve().parents[3] / "core" / "data" / "ResourceFiles" / "Intg_osdag.sqlite" +DB_PATH = locate_resource_database(Path(__file__).resolve()) @dataclass @@ -54,6 +55,7 @@ def __init__(self, db_path: Path = DB_PATH) -> None: self._load() def _load(self) -> None: + self.db_path = ensure_resource_database(Path(__file__).resolve()) con = sqlite3.connect(self.db_path) cur = con.cursor() From 3b01fbd889860b692c8f8637141d619174be14f9 Mon Sep 17 00:00:00 2001 From: Garvit Singh Rathore Date: Fri, 6 Mar 2026 18:59:53 +0530 Subject: [PATCH 073/225] pre fill deck custom --- src/osdagbridge/desktop/ui/dialogs/material_properties.py | 6 +++++- 1 file changed, 5 insertions(+), 1 deletion(-) diff --git a/src/osdagbridge/desktop/ui/dialogs/material_properties.py b/src/osdagbridge/desktop/ui/dialogs/material_properties.py index 6e366fcfd..dd6c4f72c 100644 --- a/src/osdagbridge/desktop/ui/dialogs/material_properties.py +++ b/src/osdagbridge/desktop/ui/dialogs/material_properties.py @@ -16,6 +16,7 @@ DIALOG_TITLE_MATERIAL_PROPERTIES = "Enter Custom Properties" CUSTOM_MATERIAL_PREFIX = "Cus_" +DEFAULT_DECK_CUSTOM_GRADE = "M 15" MATPROP_LABEL_MATERIAL = "Material" @@ -361,7 +362,10 @@ def _is_deck_material(self, material_name: str) -> bool: def _defaults_for_material(self, material_name): if self.is_deck_material: - return self._deck_defaults(material_name, self._factor_value_from_label(DEFAULT_ECM_FACTOR_LABEL)) + grade = (material_name or "").strip() + if not grade or grade.startswith(CUSTOM_MATERIAL_PREFIX) or self._get_concrete_from_code(grade) is None: + grade = DEFAULT_DECK_CUSTOM_GRADE + return self._deck_defaults(grade, self._factor_value_from_label(DEFAULT_ECM_FACTOR_LABEL)) return self._steel_defaults(material_name) def _steel_defaults(self, grade): From 2dc2fe8f7a67bcf751ec433586115b9516d63137 Mon Sep 17 00:00:00 2001 From: Garvit Singh Rathore Date: Sat, 7 Mar 2026 14:49:54 +0530 Subject: [PATCH 074/225] Revert "feat: auto build sqlite file is not present or populate it if it's empty" This reverts commit a2298c808cd401a103f626c336f598dd62b291f5. --- src/osdagbridge/core/utils/resource_db.py | 76 ------------------- .../desktop/ui/dialogs/material_properties.py | 12 ++- .../section_properties/girder_details_tab.py | 9 ++- .../desktop/ui/widgets/section_viewer.py | 4 +- 4 files changed, 18 insertions(+), 83 deletions(-) delete mode 100644 src/osdagbridge/core/utils/resource_db.py diff --git a/src/osdagbridge/core/utils/resource_db.py b/src/osdagbridge/core/utils/resource_db.py deleted file mode 100644 index 6098cad48..000000000 --- a/src/osdagbridge/core/utils/resource_db.py +++ /dev/null @@ -1,76 +0,0 @@ -from __future__ import annotations - -from pathlib import Path -import sqlite3 -from typing import Optional - -RESOURCE_DB_NAME = "Intg_osdag.sqlite" -RESOURCE_SQL_NAME = "Intg_osdag.sql" -REQUIRED_TABLES = ("Material", "Beams", "Concrete_Grade_Properties") - - -def _resource_files_dir(start_path: Optional[Path] = None) -> Path: - """Resolve the ResourceFiles directory from a calling module path.""" - probe = (start_path or Path(__file__)).resolve() - for parent in (probe, *probe.parents): - candidate = parent / "core" / "data" / "ResourceFiles" - if candidate.exists(): - return candidate - - # Fallback from this module location: core/utils -> core/data/ResourceFiles - return Path(__file__).resolve().parents[1] / "data" / "ResourceFiles" - - -def locate_resource_database(start_path: Optional[Path] = None) -> Path: - return _resource_files_dir(start_path) / RESOURCE_DB_NAME - - -def _sql_seed_path(start_path: Optional[Path] = None) -> Path: - return _resource_files_dir(start_path) / RESOURCE_SQL_NAME - - -def _has_required_tables(db_path: Path) -> bool: - if not db_path.exists(): - return False - - try: - connection = sqlite3.connect(str(db_path)) - cursor = connection.cursor() - cursor.execute("SELECT name FROM sqlite_master WHERE type='table'") - available = {str(row[0]).strip() for row in cursor.fetchall() if row and row[0]} - return all(table in available for table in REQUIRED_TABLES) - except sqlite3.Error: - return False - finally: - try: - connection.close() - except Exception: - pass - - -def ensure_resource_database(start_path: Optional[Path] = None) -> Path: - """Create and seed Intg_osdag.sqlite from Intg_osdag.sql when needed.""" - db_path = locate_resource_database(start_path) - - if _has_required_tables(db_path): - return db_path - - sql_path = _sql_seed_path(start_path) - if not sql_path.exists(): - return db_path - - db_path.parent.mkdir(parents=True, exist_ok=True) - - # Rebuild when the DB file exists but is empty/corrupt/incomplete. - if db_path.exists(): - db_path.unlink() - - connection = sqlite3.connect(str(db_path)) - try: - script = sql_path.read_text(encoding="utf-8") - connection.executescript(script) - connection.commit() - finally: - connection.close() - - return db_path diff --git a/src/osdagbridge/desktop/ui/dialogs/material_properties.py b/src/osdagbridge/desktop/ui/dialogs/material_properties.py index dd6c4f72c..95ba43e7a 100644 --- a/src/osdagbridge/desktop/ui/dialogs/material_properties.py +++ b/src/osdagbridge/desktop/ui/dialogs/material_properties.py @@ -11,7 +11,6 @@ from osdagbridge.desktop.ui.dialogs.custom_messagebox import CustomMessageBox, MessageBoxType from osdagbridge.desktop.ui.docks.dock_utils import apply_field_style from osdagbridge.core.utils.common import VALUES_MATERIAL, VALUES_DECK_CONCRETE_GRADE, KEY_GIRDER, KEY_CROSS_BRACING, KEY_END_DIAPHRAGM -from osdagbridge.core.utils.resource_db import ensure_resource_database DIALOG_TITLE_MATERIAL_PROPERTIES = "Enter Custom Properties" @@ -40,8 +39,17 @@ STEEL_POISSON_RATIO = 0.30 STEEL_THERMAL_COEFF = 11.7 +def _locate_resource_file(file_name: str) -> Path: + current = Path(__file__).resolve() + for parent in current.parents: + candidate = parent / "core" / "data" / "ResourceFiles" / file_name + if candidate.exists(): + return candidate + return current.parents[3] / "core" / "data" / "ResourceFiles" / file_name + + def _execute_resource_query(query: str): - db_path = ensure_resource_database(Path(__file__).resolve()) + db_path = _locate_resource_file("Intg_osdag.sqlite") if not db_path.exists(): return None diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/girder_details_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/girder_details_tab.py index 9561f4d55..764e91852 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/girder_details_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/girder_details_tab.py @@ -47,7 +47,6 @@ from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar from osdagbridge.desktop.ui.utils.rolled_section_preview import RolledSectionPreview -from osdagbridge.core.utils.resource_db import ensure_resource_database DEFAULT_MEMBER_LENGTH_M = 30.0 @@ -61,7 +60,13 @@ "40", "45", "50", "56", "63", "75", "80", "90", "100", "110", "120", ] def _locate_database() -> Path: - return ensure_resource_database(Path(__file__).resolve()) + current = Path(__file__).resolve() + for parent in current.parents: + candidate = parent / "core" / "data" / "ResourceFiles" / "Intg_osdag.sqlite" + if candidate.exists(): + return candidate + # Fall back to the repo-relative location even if it does not exist to avoid crashes. + return current.parents[1] / "core" / "data" / "ResourceFiles" / "Intg_osdag.sqlite" DB_PATH = _locate_database() diff --git a/src/osdagbridge/desktop/ui/widgets/section_viewer.py b/src/osdagbridge/desktop/ui/widgets/section_viewer.py index a8275c288..bea985765 100644 --- a/src/osdagbridge/desktop/ui/widgets/section_viewer.py +++ b/src/osdagbridge/desktop/ui/widgets/section_viewer.py @@ -18,10 +18,9 @@ CAD_PLACEHOLDER_TEXT, CAD_SHAPE_FILL, ) -from osdagbridge.core.utils.resource_db import ensure_resource_database, locate_resource_database -DB_PATH = locate_resource_database(Path(__file__).resolve()) +DB_PATH = Path(__file__).resolve().parents[3] / "core" / "data" / "ResourceFiles" / "Intg_osdag.sqlite" @dataclass @@ -55,7 +54,6 @@ def __init__(self, db_path: Path = DB_PATH) -> None: self._load() def _load(self) -> None: - self.db_path = ensure_resource_database(Path(__file__).resolve()) con = sqlite3.connect(self.db_path) cur = con.cursor() From 738429ca69d8daa60e0901611b0d5664cf068034 Mon Sep 17 00:00:00 2001 From: Nidhikhare12 Date: Mon, 9 Mar 2026 00:47:59 +0530 Subject: [PATCH 075/225] Validator draft. Only basic input part is checked. --- .../bridge_types/plate_girder/validator.py | 201 ++++++++++++++++++ 1 file changed, 201 insertions(+) create mode 100644 src/osdagbridge/core/bridge_types/plate_girder/validator.py diff --git a/src/osdagbridge/core/bridge_types/plate_girder/validator.py b/src/osdagbridge/core/bridge_types/plate_girder/validator.py new file mode 100644 index 000000000..cfc68fedb --- /dev/null +++ b/src/osdagbridge/core/bridge_types/plate_girder/validator.py @@ -0,0 +1,201 @@ +""" +Osdag Bridge Input Validators +Validates Basic and Additional Inputs +""" + +from math import isclose + +from osdagbridge.core.utils.codes.keyfile import * +from osdagbridge.core.utils.codes.irc5_2015 import IRC5_2015 + + +class BridgeInputValidator: + + # ========================================================== + # BASIC INPUT VALIDATION (DDCL 2.1.2) + # ========================================================== + + def validate_basic_inputs(self, inputs: dict) -> dict: + + errors = {} + + span = self._to_float(inputs.get("span")) + carriageway_width = self._to_float(inputs.get("carriageway_width")) + median = inputs.get("median") + footpath = inputs.get("footpath") + skew_angle = self._to_float(inputs.get("skew_angle")) + + # ---------------------------------- + # Span (Software Scope Limit) + # ---------------------------------- + if span is None or not (20 <= span <= 45): + errors["span"] = "Span must be between 20 m and 45 m (software limitation)." + + + # ---------------------------------- + # Carriageway Width (IRC 5 Cl.104.3.1) + # ---------------------------------- + if carriageway_width is None: + errors["carriageway_width"] = "Carriageway width must be specified." + + else: + # Determine minimum lane assumption + if median == "No": + assumed_lanes = 1 + else: + assumed_lanes = 2 + + required_width = IRC5_2015.cl_104_3_1_carriageway_width( + carriageway_width, + assumed_lanes + ) + + if carriageway_width < required_width: + errors["carriageway_width"] = ( + f"Minimum carriageway width required is " + f"{required_width:.2f} m as per IRC 5:2015 Clause 104.3.1." + ) + + # Software upper limit + if carriageway_width > 23.6: + errors["carriageway_width"] = ( + "Carriageway width exceeds 23.6 m (software limitation)." + ) + + + # ---------------------------- + # Skew Angle (IRC 24 via keyfile) + # ---------------------------- + if skew_angle is not None: + if not (SKEW_ANGLE_MIN <= skew_angle <= SKEW_ANGLE_MAX): + errors["skew_angle"] = ( + f"Skew angle must be between " + f"{SKEW_ANGLE_MIN}° and {SKEW_ANGLE_MAX}°." + ) + + return self._format_response(errors) + + + # ========================================================== + # ADDITIONAL INPUT VALIDATION (DDCL 2.1.3) + # ========================================================== + + def validate_additional_inputs(self, inputs: dict) -> dict: + + errors = {} + + overall_width = self._to_float(inputs.get("overall_bridge_width")) + girder_spacing = self._to_float(inputs.get("girder_spacing")) + overhang = self._to_float(inputs.get("deck_overhang")) + no_girders = self._to_int(inputs.get("no_of_girders")) + + # ---------------------------- + # Layout Equation Check + # ---------------------------- + if all(v is not None for v in + [overall_width, girder_spacing, overhang, no_girders]): + + lhs = (no_girders - 1) * girder_spacing + 2 * overhang + + if not isclose(lhs, overall_width, rel_tol=1e-2): + errors["layout_equation"] = ( + "Layout must satisfy: " + "Overall Width = (No. of Girders − 1) × Spacing + 2 × Overhang." + ) + + # ---------------------------- + # Safety Kerb Check (IRC 5 Cl.101.41) + # ---------------------------- + kerb_width = self._to_float(inputs.get("kerb_width")) + footpath = inputs.get("footpath") + + if kerb_width is not None: + + kerb_result = IRC5_2015.cl_101_41_safety_kerb_width( + kerb_width, + footpath + ) + + if kerb_result["applicable"] and not kerb_result["is_compliant"]: + errors["kerb_width"] = kerb_result["remarks"] + + # ---------------------------- + # Footpath Width (IRC 5 Cl.104.3.6) + # ---------------------------- + footpath_width = self._to_float(inputs.get("footpath_width")) + + result = IRC5_2015.cl_104_3_6_footpath_width( + footpath, + footpath_width + ) + + if result["applicable"] and not result["is_compliant"]: + errors["footpath_width"] = result["remarks"] + + # ---------------------------- + # Railing Height (IRC 5 Cl.109.7.2) + # ---------------------------- + railing_height = self._to_float(inputs.get("railing_height")) + + if railing_height is not None and footpath in KEY_FOOTPATH: + if railing_height < KEY_RAILING_MIN_HEIGHT[0]: + errors["railing_height"] = ( + f"Minimum railing height is " + f"{KEY_RAILING_MIN_HEIGHT[0]} mm." + ) + + # ---------------------------- + # Stud Detailing (Keyfile constants) + # ---------------------------- + stud_height = self._to_float(inputs.get("stud_height")) + stud_diameter = self._to_float(inputs.get("stud_diameter")) + flange_thickness = self._to_float(inputs.get("top_flange_thickness")) + + if stud_height is not None: + if stud_height < MIN_STUD_HEIGHT_MM: + errors["stud_height"] = ( + f"Minimum stud height must be " + f"{MIN_STUD_HEIGHT_MM} mm." + ) + + if stud_diameter and flange_thickness: + if stud_diameter > MAX_STUD_DIAMETER_FACTOR * flange_thickness: + errors["stud_diameter"] = ( + "Stud diameter exceeds permitted proportion of flange thickness." + ) + + # ---------------------------- + # Edge Distance + # ---------------------------- + edge_distance = self._to_float(inputs.get("stud_edge_distance")) + + if edge_distance is not None: + if edge_distance < MIN_EDGE_DISTANCE_MM: + errors["stud_edge_distance"] = ( + f"Minimum edge distance must be " + f"{MIN_EDGE_DISTANCE_MM} mm." + ) + + return self._format_response(errors) + + # ========================================================== + # INTERNAL HELPERS + # ========================================================== + + def _format_response(self, errors: dict) -> dict: + return { + "status": len(errors) == 0, + "errors": errors + } + + def _to_float(self, value): + try: + return float(value) + except (TypeError, ValueError): + return None + + def _to_int(self, value): + try: + return int(value) + except (TypeError, ValueError): + return None From b0c569cf315bd207b803fd0aad465863cf880839 Mon Sep 17 00:00:00 2001 From: Nidhikhare12 Date: Mon, 9 Mar 2026 18:33:10 +0530 Subject: [PATCH 076/225] Design check file to be integrated with analysis results.py --- .../bridge_types/plate_girder/designer.py | 1429 ++++++++++++++++- 1 file changed, 1426 insertions(+), 3 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/designer.py b/src/osdagbridge/core/bridge_types/plate_girder/designer.py index 0a6bf4eb2..252b3f6dd 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/designer.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/designer.py @@ -1,3 +1,1426 @@ -"""Plate girder designer: section sizing & checks (stub).""" -def design(dto): - return {"design": "ok"} +""" +IRC 22:2015 Composite Bridge Design Checker — Single-File Pipeline +=================================================================== + +Automated limit-state verification of steel-concrete composite bridge +girders per IRC:22-2015 (Limit State Method for Composite Construction). + +Pipeline Flow +------------- + Step 1 - BridgeConfig : Material, section, geometry parameters + Step 2 - DemandExtractor : Factored force demands (Mu, Vu, deflections) + Step 3 - IRC22Capacity : Clause-by-clause capacity computation + Step 4 - DCREngine : Demand / Capacity ratios & PASS/WARN/FAIL + Step 5 - ReportGenerator : Formatted engineering report + +Clause Coverage (IRC 22:2015) +----------------------------- + Cl. 603.2.1 - Effective width of concrete flange + Cl. 603 - Section classification (web + flange) + Cl. 603.3.1 - Positive moment capacity (plastic) + Cl. 603.3.3.1 - Lateral-torsional buckling resistance + Cl. 603.3.3.2 - Plastic shear resistance + Cl. 603.3.3.3 - Combined bending + high shear + Cl. 604.3 - Modular ratio + Cl. 604.3.1 - SLS limiting stresses + Cl. 604.3.2 - Deflection limits + Cl. 605 - Fatigue assessment + Cl. 606.3.1 - Shear stud connector strength + Cl. 606.4.1 - Longitudinal shear & stud spacing + +Author : Karn Agarwal +Affiliation : Dayalbagh Educational Institute, Agra +License : MIT +Version : 1.0.0 + +Usage +----- + python main.py +""" + +from __future__ import annotations + +import math +import os +from dataclasses import dataclass, field +from datetime import datetime +from typing import Dict, List, Optional + + +# ====================================================================== +# SECTION 1 -- BRIDGE CONFIGURATION (Input Dataclasses) +# ====================================================================== + + +@dataclass +class MaterialProperties: + """ + Material strengths and partial safety factors. + + References + ---------- + IRC 22:2015 Annexure III - Steel, Concrete, Reinforcement properties + IRC 22:2015 Table 1 (Cl.601.4) - Partial safety factors + """ + # -- Structural steel (IS 2062 / IRC 22 Annex III) -- + steel_grade: str = "E350" + fy: float = 350.0 # MPa - characteristic yield strength + fu: float = 490.0 # MPa - ultimate tensile strength + Es: float = 200_000.0 # MPa - modulus of elasticity (Cl.602) + + # -- Concrete (IRC 22 Annex III Table III.1) -- + concrete_grade: str = "M65" + fck: float = 65.0 # MPa - cube compressive strength + fctm: float = 4.1 # MPa - mean tensile strength + Ecm: float = 38_000.0 # MPa - secant modulus at 28 days + + # -- Reinforcement (IS 1786 / IRC 22 Annex III) -- + rebar_grade: str = "Fe500" + fy_rebar: float = 500.0 # MPa - characteristic yield strength + + # -- Partial safety factors (IRC 22 Table 1, Cl.601.4) -- + gamma_m0: float = 1.10 # yielding / instability + gamma_m1: float = 1.25 # ultimate stress + gamma_v: float = 1.25 # shear connectors + gamma_mft: float = 1.35 # fatigue strength + + +@dataclass +class SteelSection: + """ + Plate girder / rolled I-section dimensions (all in mm). + + Depth relation : D = tf_top + dw + tf_bot + Shear area Av = dw x tw + """ + D: float # overall depth + bf_top: float # top flange width + tf_top: float # top flange thickness + bf_bot: float # bottom flange width + tf_bot: float # bottom flange thickness + tw: float # web thickness + fabrication: str = "welded" # "welded" or "rolled" + + @property + def dw(self) -> float: + return self.D - self.tf_top - self.tf_bot + + @property + def Af_top(self) -> float: + return self.bf_top * self.tf_top + + @property + def Af_bot(self) -> float: + return self.bf_bot * self.tf_bot + + @property + def Aw(self) -> float: + return self.dw * self.tw + + @property + def A_steel(self) -> float: + return self.Af_top + self.Aw + self.Af_bot + + @property + def y_cg_from_bot(self) -> float: + """Steel centroid measured from bottom fibre (mm).""" + y_b = self.tf_bot / 2.0 + y_w = self.tf_bot + self.dw / 2.0 + y_t = self.tf_bot + self.dw + self.tf_top / 2.0 + return ( + self.Af_bot * y_b + self.Aw * y_w + self.Af_top * y_t + ) / self.A_steel + + @property + def Iz_steel(self) -> float: + """Second moment of area about centroidal strong axis (mm^4).""" + yc = self.y_cg_from_bot + y_b = self.tf_bot / 2.0 + y_w = self.tf_bot + self.dw / 2.0 + y_t = self.tf_bot + self.dw + self.tf_top / 2.0 + return ( + self.bf_bot * self.tf_bot ** 3 / 12.0 + + self.Af_bot * (yc - y_b) ** 2 + + self.tw * self.dw ** 3 / 12.0 + + self.Aw * (yc - y_w) ** 2 + + self.bf_top * self.tf_top ** 3 / 12.0 + + self.Af_top * (yc - y_t) ** 2 + ) + + @property + def Zp_steel(self) -> float: + """Plastic section modulus about strong axis (mm^3).""" + half_area = self.A_steel / 2.0 + if self.Af_bot >= half_area: + y_pna = half_area / self.bf_bot + elif self.Af_bot + self.Aw >= half_area: + y_pna = self.tf_bot + (half_area - self.Af_bot) / self.tw + else: + y_pna = (self.tf_bot + self.dw + + (half_area - self.Af_bot - self.Aw) / self.bf_top) + + def rect_moment(b, t, y_bot_of_rect): + y_top = y_bot_of_rect + t + if y_pna >= y_top: + return b * t * (y_pna - (y_bot_of_rect + t / 2.0)) + elif y_pna <= y_bot_of_rect: + return b * t * ((y_bot_of_rect + t / 2.0) - y_pna) + else: + t_below = y_pna - y_bot_of_rect + t_above = y_top - y_pna + return b * t_below * t_below / 2.0 + b * t_above * t_above / 2.0 + + return ( + rect_moment(self.bf_bot, self.tf_bot, 0.0) + + rect_moment(self.tw, self.dw, self.tf_bot) + + rect_moment(self.bf_top, self.tf_top, self.tf_bot + self.dw) + ) + + @property + def Ze_steel(self) -> float: + """Elastic section modulus about strong axis (mm^3).""" + yc = self.y_cg_from_bot + y_top = self.D - yc + return self.Iz_steel / max(yc, y_top) + + +@dataclass +class SlabProperties: + """Concrete slab dimensions and reinforcement (all mm).""" + thickness: float + haunch_depth: float = 0.0 + rebar_area_top: float = 0.0 + rebar_area_bot: float = 0.0 + cover_top: float = 40.0 + cover_bot: float = 25.0 + + +@dataclass +class GeometryConfig: + """Bridge-level geometry parameters (lengths in m).""" + span: float + beam_spacing: float + carriageway_width: float + beam_type: str = "inner" + n_girders: int = 7 + edge_distance: float = 1.05 + support_type: str = "simply_supported" + + +@dataclass +class ShearStudConfig: + """Headed stud connector properties (Cl.606).""" + diameter: float = 22.0 + height: float = 150.0 + fu: float = 500.0 + n_per_section: int = 2 + + +@dataclass +class FatigueConfig: + """Fatigue design parameters (Cl.605).""" + Nsc: int = 2_000_000 + stress_range: float = 55.0 + shear_range: float = 30.0 + detail_category: str = "welded" + ffn: float = 92.0 + tfn: float = 59.0 + + +@dataclass +class BridgeConfig: + """ + Master bridge configuration - single input to the entire pipeline. + + BridgeConfig + |-- DemandExtractor + |-- IRC22CapacityCalculator + |-- DCREngine + +-- ReportGenerator + """ + material: MaterialProperties = field(default_factory=MaterialProperties) + section: SteelSection = field(default_factory=lambda: SteelSection( + D=1500, bf_top=400, tf_top=20, bf_bot=500, tf_bot=25, tw=12, + )) + slab: SlabProperties = field(default_factory=lambda: SlabProperties(thickness=250)) + geometry: GeometryConfig = field(default_factory=lambda: GeometryConfig( + span=33.5, beam_spacing=2.2775, carriageway_width=10.0, + )) + studs: ShearStudConfig = field(default_factory=ShearStudConfig) + fatigue: FatigueConfig = field(default_factory=FatigueConfig) + + @classmethod + def example_33m_bridge(cls) -> "BridgeConfig": + """ + Factory: realistic 33.5 m simply-supported composite bridge + matching the ospgrillage analyser model. + """ + return cls( + material=MaterialProperties( + steel_grade="E350", fy=350.0, fu=490.0, Es=200_000.0, + concrete_grade="M65", fck=65.0, fctm=4.1, Ecm=38_000.0, + rebar_grade="Fe500", fy_rebar=500.0, + ), + section=SteelSection( + D=1500, bf_top=400, tf_top=20, + bf_bot=500, tf_bot=25, tw=12, fabrication="welded", + ), + slab=SlabProperties( + thickness=250, haunch_depth=0, + rebar_area_top=1257.0, rebar_area_bot=1257.0, + ), + geometry=GeometryConfig( + span=33.5, beam_spacing=2.2775, + carriageway_width=10.0, beam_type="inner", + n_girders=7, edge_distance=1.05, + ), + studs=ShearStudConfig(diameter=22, height=150, fu=500, n_per_section=2), + fatigue=FatigueConfig( + Nsc=2_000_000, stress_range=55.0, shear_range=30.0, + detail_category="welded", ffn=92.0, tfn=59.0, + ), + ) + + def summary(self) -> str: + s = self.section + g = self.geometry + m = self.material + return ( + f"L={g.span}m | {m.steel_grade}/{m.concrete_grade} | " + f"D={s.D}mm | {g.n_girders} girders @ {g.beam_spacing}m" + ) + + +# ====================================================================== +# SECTION 2 -- DEMAND EXTRACTOR (Analyser Stage) +# ====================================================================== + + +@dataclass +class DemandEnvelope: + """ + Factored force demands at the critical section. + Every field carries its unit in the name suffix for clarity. + """ + # -- ULS demands -- + Mu_kNm: float = 0.0 + Vu_kN: float = 0.0 + Nu_kN: float = 0.0 + + # -- SLS demands -- + delta_live_mm: float = 0.0 + delta_total_mm: float = 0.0 + + # -- Fatigue demands -- + stress_range_MPa: float = 0.0 + shear_range_MPa: float = 0.0 + Nsc: int = 2_000_000 + + # -- Metadata -- + governing_combination: str = "ULS Combination I" + location: str = "midspan" + member: str = "" + source: str = "manual" + + +class DemandExtractor: + """ + Factory for DemandEnvelope objects. + + Two entry-points: + 1. from_manual(...) - user supplies demand values directly + 2. apply_load_factors(...) - builds envelope from unfactored DL/LL + """ + + @staticmethod + def from_manual( + Mu_kNm: float, + Vu_kN: float, + Nu_kN: float = 0.0, + delta_live_mm: float = 0.0, + delta_total_mm: float = 0.0, + stress_range_MPa: float = 0.0, + shear_range_MPa: float = 0.0, + Nsc: int = 2_000_000, + combination: str = "ULS Combination I", + location: str = "midspan", + member: str = "interior_girder", + ) -> DemandEnvelope: + """Create demand envelope from user-supplied values.""" + return DemandEnvelope( + Mu_kNm=Mu_kNm, Vu_kN=Vu_kN, Nu_kN=Nu_kN, + delta_live_mm=delta_live_mm, delta_total_mm=delta_total_mm, + stress_range_MPa=stress_range_MPa, shear_range_MPa=shear_range_MPa, + Nsc=Nsc, governing_combination=combination, + location=location, member=member, source="manual", + ) + + @staticmethod + def apply_load_factors( + M_dead_kNm: float, + M_live_kNm: float, + V_dead_kN: float, + V_live_kN: float, + gamma_dead: float = 1.35, + gamma_live: float = 1.50, + impact_factor: float = 1.10, + ) -> DemandEnvelope: + """ + Build demand envelope from unfactored dead/live force components. + IRC:6-2017 load combination factors applied. + """ + Mu = gamma_dead * M_dead_kNm + gamma_live * impact_factor * M_live_kNm + Vu = gamma_dead * V_dead_kN + gamma_live * impact_factor * V_live_kN + return DemandEnvelope( + Mu_kNm=round(Mu, 3), Vu_kN=round(Vu, 3), + governing_combination=( + f"gDL={gamma_dead} x DL + gLL={gamma_live} x IF={impact_factor} x LL" + ), + location="midspan", source="factored_components", + ) + + +# ====================================================================== +# SECTION 3 -- IRC 22:2015 CAPACITY CALCULATOR +# ====================================================================== + + +@dataclass +class CapacityResults: + """Aggregated capacity values from all IRC 22 checks.""" + + # Cl.603.2.1 - Effective width + beff_mm: float = 0.0 + + # Cl.603.3.1 - Positive moment capacity + xu_mm: float = 0.0 + pna_location: str = "" + Mp_kNm: float = 0.0 + Md_kNm: float = 0.0 + + # Cl.603.3.3.1 - Buckling resistance moment + Mcr_kNm: float = 0.0 + lambda_LT: float = 0.0 + chi_LT: float = 0.0 + Mb_kNm: float = 0.0 + + # Cl.603.3.3.2 - Shear + Av_mm2: float = 0.0 + Vn_kN: float = 0.0 + Vd_kN: float = 0.0 + + # Cl.603.3.3.3 - Combined bending + shear + Mdv_kNm: float = 0.0 + beta_interaction: float = 0.0 + + # Cl.604.3.2 - Deflection limits + defl_limit_live_mm: float = 0.0 + defl_limit_total_mm: float = 0.0 + + # Cl.604.3.1 - SLS stress limits + sigma_c_limit_MPa: float = 0.0 + sigma_s_limit_MPa: float = 0.0 + + # Cl.605 - Fatigue + f_fd_MPa: float = 0.0 + tau_fd_MPa: float = 0.0 + + # Cl.606 - Shear connectors + Qu_kN: float = 0.0 + stud_spacing_mm: float = 0.0 + + # Meta + source: str = "built-in" + details: Dict[str, dict] = field(default_factory=dict) + + +class IRC22CapacityCalculator: + """ + Clause-by-clause IRC 22:2015 capacity calculator. + Uses built-in formulas for all clause computations. + + Usage + ----- + config = BridgeConfig.example_33m_bridge() + calc = IRC22CapacityCalculator(config) + results = calc.compute_all(Vu_kN=850.0) + """ + + def __init__(self, config: BridgeConfig): + self.cfg = config + self.mat = config.material + self.sec = config.section + self.slab = config.slab + self.geo = config.geometry + self.studs = config.studs + self.fatigue = config.fatigue + + # --------------------------------------------------------- + # Cl.603.2.1 - Effective Width (Simply Supported) + # --------------------------------------------------------- + + def compute_effective_width(self) -> dict: + """IRC 22:2015 Cl.603.2.1 - Effective width of concrete flange.""" + Lo_mm = self.geo.span * 1000.0 + B_mm = self.geo.beam_spacing * 1000.0 + + if self.geo.beam_type == "inner": + beff = min(Lo_mm / 4.0, B_mm) + method = f"inner beam: min(Lo/4={Lo_mm/4:.1f}, B={B_mm:.1f})" + else: + B1 = B_mm / 2.0 + B0 = self.geo.edge_distance * 1000.0 + beff = min(Lo_mm / 8.0, B1 / 2.0) + min(B0, Lo_mm / 8.0) + method = "outer beam: min(Lo/8, B1/2) + min(B0, Lo/8)" + + return { + "beff_mm": round(beff, 1), "Lo_mm": Lo_mm, "B_mm": B_mm, + "beam_type": self.geo.beam_type, "method": method, + "clause": "IRC 22:2015 - Cl.603.2.1", "source": "built-in", + } + + # --------------------------------------------------------- + # Cl.603 - Section Classification + # --------------------------------------------------------- + + def classify_section(self) -> dict: + """IRC 22:2015 Cl.603 - web & flange classification.""" + fy = self.mat.fy + epsilon = math.sqrt(250.0 / fy) + sec = self.sec + d_tw = sec.dw / sec.tw + b_tf = (sec.bf_bot / 2.0 - sec.tw / 2.0) / sec.tf_bot + + web_class = self._classify_web(d_tw, epsilon) + flange_class = self._classify_flange(b_tf, epsilon, sec.fabrication) + class_order = {"Plastic": 1, "Compact": 2, "Semi-Compact": 3, "Slender": 4} + governing = max(web_class, flange_class, key=lambda c: class_order.get(c, 4)) + + return { + "epsilon": round(epsilon, 4), + "d_tw_ratio": round(d_tw, 2), "b_tf_ratio": round(b_tf, 2), + "web_class": web_class, "flange_class": flange_class, + "governing_class": governing, + "clause": "IRC 22:2015 - Cl.603", "source": "built-in", + } + + @staticmethod + def _classify_web(d_tw: float, epsilon: float) -> str: + if d_tw <= 84.0 * epsilon: + return "Plastic" + elif d_tw <= 105.0 * epsilon: + return "Compact" + elif d_tw <= 126.0 * epsilon: + return "Semi-Compact" + return "Slender" + + @staticmethod + def _classify_flange(b_tf: float, epsilon: float, fab: str) -> str: + limits = [9.4, 13.6] if fab == "welded" else [10.5, 15.7] + if b_tf <= 8.4 * epsilon: + return "Plastic" + elif b_tf <= limits[0] * epsilon: + return "Compact" + elif b_tf <= limits[1] * epsilon: + return "Semi-Compact" + return "Slender" + + # --------------------------------------------------------- + # Cl.603.3.1 - Positive Moment Capacity (Plastic) + # --------------------------------------------------------- + + def compute_moment_capacity(self, beff_mm: float) -> dict: + """IRC 22:2015 Cl.603.3.1 - Plastic moment capacity (sagging).""" + sec = self.sec + mat = self.mat + slab = self.slab + fy, fck, gm0 = mat.fy, mat.fck, mat.gamma_m0 + ds, h_haunch = slab.thickness, slab.haunch_depth + + T_all = sec.A_steel * fy + C_max = 0.36 * fck * beff_mm * ds + + if T_all <= C_max: + xu = T_all / (0.36 * fck * beff_mm) + pna_location = "slab" + y_steel_cg = ds + h_haunch + sec.D - sec.y_cg_from_bot + Mp_Nmm = T_all * (y_steel_cg - xu / 2.0) + else: + C_conc = C_max + F_excess = T_all - C_conc + pna_location, y_pna, Mp_Nmm = self._pna_in_steel( + C_conc, F_excess, beff_mm, ds, h_haunch + ) + xu = ds + + Mp_kNm = Mp_Nmm / 1e6 + Md_kNm = Mp_kNm / gm0 + + return { + "xu_mm": round(xu, 2), "pna_location": pna_location, + "T_steel_kN": round(T_all / 1e3, 2), + "C_conc_max_kN": round(C_max / 1e3, 2), + "Mp_kNm": round(Mp_kNm, 2), "Md_kNm": round(Md_kNm, 2), + "gamma_m0": gm0, + "clause": "IRC 22:2015 - Cl.603.3.1", "source": "built-in", + } + + def _pna_in_steel(self, C_conc, F_excess, beff_mm, ds, h_haunch): + sec = self.sec + fy = self.mat.fy + A_switch = F_excess / (2.0 * fy) + + if A_switch <= sec.Af_top: + pna_location = "top_flange" + elif A_switch <= sec.Af_top + sec.Aw: + pna_location = "web" + else: + pna_location = "bottom_flange" + + if pna_location == "top_flange": + y_pna = ds + h_haunch + A_switch / sec.bf_top + elif pna_location == "web": + y_pna = ds + h_haunch + sec.tf_top + (A_switch - sec.Af_top) / sec.tw + else: + y_pna = ds + h_haunch + sec.tf_top + sec.dw + + steel_elements = self._steel_elements(ds, h_haunch) + Mp_Nmm = C_conc * (y_pna - ds / 2.0) + + for (y_bot, height, width) in steel_elements: + y_top_elem = y_bot + height + if y_top_elem <= y_pna: + Mp_Nmm += fy * width * height * (y_pna - (y_bot + height / 2.0)) + elif y_bot >= y_pna: + Mp_Nmm += fy * width * height * ((y_bot + height / 2.0) - y_pna) + else: + h_comp = y_pna - y_bot + h_tens = y_top_elem - y_pna + Mp_Nmm += fy * width * h_comp * h_comp / 2.0 + Mp_Nmm += fy * width * h_tens * h_tens / 2.0 + + return pna_location, y_pna, Mp_Nmm + + def _steel_elements(self, ds, h_haunch): + sec = self.sec + base = ds + h_haunch + return [ + (base, sec.tf_top, sec.bf_top), + (base + sec.tf_top, sec.dw, sec.tw), + (base + sec.tf_top + sec.dw, sec.tf_bot, sec.bf_bot), + ] + + # --------------------------------------------------------- + # Cl.603.3.3.2 - Plastic Shear Resistance + # --------------------------------------------------------- + + def compute_shear_capacity(self) -> dict: + """IRC 22:2015 Cl.603.3.3.2 - Plastic shear resistance.""" + sec = self.sec + fyw, gm0 = self.mat.fy, self.mat.gamma_m0 + Av = sec.dw * sec.tw + Vn = Av * fyw / math.sqrt(3.0) + Vd = Vn / gm0 + + return { + "Av_mm2": round(Av, 1), "fyw_MPa": fyw, + "Vn_kN": round(Vn / 1e3, 2), "Vd_kN": round(Vd / 1e3, 2), + "gamma_m0": gm0, + "clause": "IRC 22:2015 - Cl.603.3.3.2", "source": "built-in", + } + + # --------------------------------------------------------- + # Cl.603.3.3.1 - Lateral-Torsional Buckling Resistance + # --------------------------------------------------------- + + def compute_buckling_resistance(self, beff_mm: float) -> dict: + """IRC 22:2015 Cl.603.3.3.1 - Buckling resistance moment.""" + sec = self.sec + mat = self.mat + fy, Es = mat.fy, mat.Es + G = Es / (2.0 * (1.0 + 0.3)) + LLT_mm = self.geo.span * 1000.0 + + It = (sec.bf_top * sec.tf_top ** 3 + + sec.dw * sec.tw ** 3 + + sec.bf_bot * sec.tf_bot ** 3) / 3.0 + + Iy = (sec.tf_top * sec.bf_top ** 3 / 12.0 + + sec.dw * sec.tw ** 3 / 12.0 + + sec.tf_bot * sec.bf_bot ** 3 / 12.0) + + hw = sec.dw + sec.tf_top / 2.0 + sec.tf_bot / 2.0 + Iw = sec.Af_bot * (hw ** 2) / 4.0 * (sec.bf_bot ** 2 / 12.0) + + Zp = sec.Zp_steel + + pi2_EIy = math.pi ** 2 * Es * Iy / (LLT_mm ** 2) + Mcr_Nmm = math.sqrt( + pi2_EIy * (G * It + math.pi ** 2 * Es * Iw / LLT_mm ** 2) + ) + Mcr_kNm = Mcr_Nmm / 1e6 + + lambda_LT = math.sqrt(Zp * fy / Mcr_Nmm) if Mcr_Nmm > 0 else 999.0 + alpha_LT = 0.49 if sec.fabrication == "welded" else 0.21 + phi_LT = 0.5 * (1.0 + alpha_LT * (lambda_LT - 0.2) + lambda_LT ** 2) + + discriminant = phi_LT ** 2 - lambda_LT ** 2 + chi_LT = min(1.0 / (phi_LT + math.sqrt(discriminant)), 1.0) if discriminant > 0 else 1.0 + chi_LT = max(chi_LT, 0.0) + + Mb_kNm = chi_LT * Zp * fy / mat.gamma_m0 / 1e6 + + return { + "It_mm4": round(It, 1), "Iy_mm4": round(Iy, 1), + "LLT_mm": LLT_mm, "Mcr_kNm": round(Mcr_kNm, 2), + "lambda_LT": round(lambda_LT, 4), "alpha_LT": alpha_LT, + "phi_LT": round(phi_LT, 4), "chi_LT": round(chi_LT, 4), + "Mb_kNm": round(Mb_kNm, 2), + "clause": "IRC 22:2015 - Cl.603.3.3.1", "source": "built-in", + } + + # --------------------------------------------------------- + # Cl.603.3.3.3 - Combined Bending + High Shear + # --------------------------------------------------------- + + def compute_combined_bending_shear(self, Md_kNm: float, V_kN: float, Vd_kN: float) -> dict: + """IRC 22:2015 Cl.603.3.3.3 - Reduced bending under high shear.""" + sec = self.sec + fy, gm0 = self.mat.fy, self.mat.gamma_m0 + hw = sec.dw + sec.tf_top / 2.0 + sec.tf_bot / 2.0 + Mfd_kNm = fy * sec.Af_bot * hw / 1e6 / gm0 + + if V_kN <= 0.6 * Vd_kN: + return { + "Mdv_kNm": round(Md_kNm, 2), "Mfd_kNm": round(Mfd_kNm, 2), + "beta": 0.0, "reduction_required": False, + "clause": "IRC 22:2015 - Cl.603.3.3.3", "source": "built-in", + } + + beta = min((2.0 * V_kN / Vd_kN - 1.0) ** 2, 1.0) + Mdv_kNm = Md_kNm - beta * (Md_kNm - Mfd_kNm) + + return { + "Mdv_kNm": round(Mdv_kNm, 2), "Mfd_kNm": round(Mfd_kNm, 2), + "beta": round(beta, 4), "reduction_required": True, + "clause": "IRC 22:2015 - Cl.603.3.3.3", "source": "built-in", + } + + # --------------------------------------------------------- + # Cl.604.3 - Modular Ratio + # --------------------------------------------------------- + + def compute_modular_ratio(self) -> dict: + """IRC 22:2015 Cl.604.3 - Short- and long-term modular ratio.""" + Es, Ecm = self.mat.Es, self.mat.Ecm + Kc = 0.5 + m_short = max(Es / Ecm, 7.5) + m_long = max(Es / (Kc * Ecm), 15.0) + return { + "Es_MPa": Es, "Ecm_MPa": Ecm, "Kc": Kc, + "m_short": round(m_short, 3), "m_long": round(m_long, 3), + "clause": "IRC 22:2015 - Cl.604.3", "source": "built-in", + } + + # --------------------------------------------------------- + # Cl.604.3.1 - SLS Limiting Stresses + # --------------------------------------------------------- + + def compute_sls_stress_limits(self) -> dict: + """IRC 22:2015 Cl.604.3.1 - Allowable stresses for serviceability.""" + return { + "sigma_c_allow_MPa": round(0.48 * self.mat.fck, 2), + "sigma_rebar_allow_MPa": round(0.80 * self.mat.fy_rebar, 2), + "sigma_steel_allow_MPa": round(0.9 * self.mat.fy, 2), + "clause": "IRC 22:2015 - Cl.604.3.1", "source": "built-in", + } + + # --------------------------------------------------------- + # Cl.604.3.2 - Deflection Limits + # --------------------------------------------------------- + + def compute_deflection_limits(self) -> dict: + """IRC 22:2015 Cl.604.3.2 - Deflection limits.""" + span_mm = self.geo.span * 1000.0 + return { + "span_mm": span_mm, + "defl_limit_live_mm": round(span_mm / 800.0, 3), + "defl_limit_total_mm": round(span_mm / 600.0, 3), + "clause": "IRC 22:2015 - Cl.604.3.2", "source": "built-in", + } + + # --------------------------------------------------------- + # Cl.605 - Fatigue Assessment + # --------------------------------------------------------- + + def compute_fatigue(self) -> dict: + """IRC 22:2015 Cl.605 - Fatigue design strength.""" + fat = self.fatigue + mat = self.mat + Nsc, ffn, tfn = fat.Nsc, fat.ffn, fat.tfn + gamma_mft = mat.gamma_mft + tp = max(self.sec.tf_top, self.sec.tf_bot) + + if self.sec.fabrication == "welded" and tp > 25.0: + mu_r = min((25.0 / tp) ** 0.25, 1.0) + else: + mu_r = 1.0 + + exponent = 1.0 / 3.0 if Nsc <= 5e6 else 1.0 / 5.0 + f_f = ffn * (5e6 / Nsc) ** exponent + tau_f = tfn * (5e6 / Nsc) ** (1.0 / 5.0) + f_fd = mu_r * f_f / gamma_mft + tau_fd = mu_r * tau_f / gamma_mft + + return { + "mu_r": round(mu_r, 4), + "f_f_MPa": round(f_f, 3), "tau_f_MPa": round(tau_f, 3), + "f_fd_MPa": round(f_fd, 3), "tau_fd_MPa": round(tau_fd, 3), + "Nsc": Nsc, + "exempt_stress_check": fat.stress_range < 27.0 / gamma_mft, + "clause": "IRC 22:2015 - Cl.605.2 / 605.3 / 605.4", + "source": "built-in", + } + + # --------------------------------------------------------- + # Cl.606.3.1 - Shear Stud Connector Strength + # --------------------------------------------------------- + + def compute_stud_capacity(self) -> dict: + """IRC 22:2015 Cl.606.3.1 - Design strength of headed stud.""" + stud = self.studs + mat = self.mat + gv = mat.gamma_v + d, hs, fu = stud.diameter, stud.height, stud.fu + fck_cu, Ecm = mat.fck, mat.Ecm + + fck_cyl = 0.8 * fck_cu + hd = hs / d + alpha = 1.0 if hd >= 4.0 else 0.2 * (hd + 1.0) + A_stud = math.pi * d ** 2 / 4.0 + + Qu_steel = 0.8 * fu * A_stud / gv + Qu_conc = 0.29 * alpha * d ** 2 * math.sqrt(fck_cyl * Ecm) / gv + Qu = min(Qu_steel, Qu_conc) + governs = "steel" if Qu_steel <= Qu_conc else "concrete" + + return { + "Qu_kN": round(Qu / 1e3, 3), + "Qu_steel_kN": round(Qu_steel / 1e3, 3), + "Qu_conc_kN": round(Qu_conc / 1e3, 3), + "governs": governs, "alpha": round(alpha, 4), + "fck_cyl_MPa": round(fck_cyl, 2), + "clause": "IRC 22:2015 - Cl.606.3.1 (Eq 6.1)", + "source": "built-in", + } + + # --------------------------------------------------------- + # Cl.606.4.1 - Longitudinal Shear & Stud Spacing + # --------------------------------------------------------- + + def compute_stud_spacing(self, Vu_kN: float, beff_mm: float, + xu_mm: float, Qu_kN: float) -> dict: + """IRC 22:2015 Cl.606.4.1 - Required stud spacing at ULS.""" + sec, mat, slab = self.sec, self.mat, self.slab + ds, h_haunch = slab.thickness, slab.haunch_depth + n_studs = self.studs.n_per_section + + n = mat.Es / mat.Ecm + t_eff = min(xu_mm, ds) + Aec = beff_mm * t_eff / n + y_steel = ds + h_haunch + sec.D - sec.y_cg_from_bot + y_conc = t_eff / 2.0 + total_A = sec.A_steel + Aec + y_composite = (sec.A_steel * y_steel + Aec * y_conc) / total_A + I_steel = sec.Iz_steel + sec.A_steel * (y_steel - y_composite) ** 2 + I_conc = beff_mm * t_eff ** 3 / (12.0 * n) + Aec * (y_composite - y_conc) ** 2 + Ic = I_steel + I_conc + Y = abs(y_composite - y_conc) + VL = Vu_kN * 1e3 * Aec * Y / Ic + spacing = n_studs * Qu_kN * 1e3 / VL if VL > 0 else float("inf") + + return { + "modular_ratio": round(n, 3), "Aec_mm2": round(Aec, 1), + "Ic_mm4": round(Ic, 0), "Y_mm": round(Y, 2), + "VL_N_per_mm": round(VL, 3), "spacing_mm": round(spacing, 1), + "n_studs_per_section": n_studs, + "clause": "IRC 22:2015 - Cl.606.4.1", "source": "built-in", + } + + # --------------------------------------------------------- + # Master: compute_all() + # --------------------------------------------------------- + + def compute_all(self, Vu_kN: float = 0.0) -> CapacityResults: + """Run every IRC 22 capacity computation and return aggregated results.""" + results = CapacityResults() + results.source = "built-in" + + # 1. Effective width + eff_w = self.compute_effective_width() + results.beff_mm = eff_w["beff_mm"] + results.details["effective_width"] = eff_w + + # 2. Section classification + sec_class = self.classify_section() + results.details["section_class"] = sec_class + + # 3. Moment capacity + moment = self.compute_moment_capacity(results.beff_mm) + results.xu_mm = moment["xu_mm"] + results.pna_location = moment["pna_location"] + results.Mp_kNm = moment["Mp_kNm"] + results.Md_kNm = moment["Md_kNm"] + results.details["moment_capacity"] = moment + + # 4. Shear capacity + shear = self.compute_shear_capacity() + results.Av_mm2 = shear["Av_mm2"] + results.Vn_kN = shear["Vn_kN"] + results.Vd_kN = shear["Vd_kN"] + results.details["shear_capacity"] = shear + + # 5. LTB buckling resistance + ltb = self.compute_buckling_resistance(results.beff_mm) + results.Mcr_kNm = ltb["Mcr_kNm"] + results.lambda_LT = ltb["lambda_LT"] + results.chi_LT = ltb["chi_LT"] + results.Mb_kNm = ltb["Mb_kNm"] + results.details["buckling_resistance"] = ltb + + # 6. Combined bending + shear + combined = self.compute_combined_bending_shear( + results.Md_kNm, Vu_kN, results.Vd_kN + ) + results.Mdv_kNm = combined["Mdv_kNm"] + results.beta_interaction = combined["beta"] + results.details["combined_bending_shear"] = combined + + # 7. Modular ratio + results.details["modular_ratio"] = self.compute_modular_ratio() + + # 8. SLS stress limits + sls_stress = self.compute_sls_stress_limits() + results.sigma_c_limit_MPa = sls_stress["sigma_c_allow_MPa"] + results.sigma_s_limit_MPa = sls_stress["sigma_steel_allow_MPa"] + results.details["sls_stress_limits"] = sls_stress + + # 9. Deflection limits + defl = self.compute_deflection_limits() + results.defl_limit_live_mm = defl["defl_limit_live_mm"] + results.defl_limit_total_mm = defl["defl_limit_total_mm"] + results.details["deflection_limits"] = defl + + # 10. Fatigue + fatigue = self.compute_fatigue() + results.f_fd_MPa = fatigue["f_fd_MPa"] + results.tau_fd_MPa = fatigue["tau_fd_MPa"] + results.details["fatigue"] = fatigue + + # 11. Shear stud capacity + stud_cap = self.compute_stud_capacity() + results.Qu_kN = stud_cap["Qu_kN"] + results.details["stud_capacity"] = stud_cap + + # 12. Stud spacing + if Vu_kN > 0 and results.xu_mm > 0: + stud_sp = self.compute_stud_spacing( + Vu_kN, results.beff_mm, results.xu_mm, results.Qu_kN + ) + results.stud_spacing_mm = stud_sp["spacing_mm"] + results.details["stud_spacing"] = stud_sp + + return results + + +# ====================================================================== +# SECTION 4 -- DCR ENGINE (Demand-to-Capacity Ratios) +# ====================================================================== + + +@dataclass +class CheckResult: + """Single design-check output row.""" + check_id: int + name: str + clause: str + demand: float + demand_unit: str + capacity: float + capacity_unit: str + dcr: float + status: str # "PASS" | "WARN" | "FAIL" | "INFO" + note: str = "" + + +class DCREngine: + """ + Demand-to-Capacity Ratio engine. + + Classification: + PASS : DCR < 0.90 + WARN : 0.90 <= DCR < 1.00 + FAIL : DCR >= 1.00 + """ + + PASS_THRESHOLD = 0.90 + FAIL_THRESHOLD = 1.00 + + def __init__(self, demand: DemandEnvelope, capacity: CapacityResults): + self.demand = demand + self.capacity = capacity + self.checks: List[CheckResult] = [] + + @staticmethod + def classify(dcr: float) -> str: + if dcr < DCREngine.PASS_THRESHOLD: + return "PASS" + elif dcr < DCREngine.FAIL_THRESHOLD: + return "WARN" + return "FAIL" + + def _add_check(self, check_id, name, clause, demand, capacity, unit, note=""): + if capacity > 0: + dcr = demand / capacity + status = self.classify(dcr) + else: + dcr = float("inf") + status = "FAIL" + + result = CheckResult( + check_id=check_id, name=name, clause=clause, + demand=round(demand, 2), demand_unit=unit, + capacity=round(capacity, 2), capacity_unit=unit, + dcr=round(dcr, 4), status=status, note=note, + ) + self.checks.append(result) + return result + + def run_all_checks(self) -> List[CheckResult]: + """ + Execute all IRC 22 design checks: + 1. ULS Flexure (Cl.603.3.1) + 2. ULS Shear (Cl.603.3.3.2) + 3. Bending-Shear (Cl.603.3.3.3) + 4. LTB Construction (Cl.603.3.3.1) + 5. SLS Deflection Live (Cl.604.3.2) + 6. SLS Deflection Total (Cl.604.3.2) + 7. Fatigue Normal (Cl.605) + 8. Fatigue Shear (Cl.605) + """ + self.checks.clear() + d, c = self.demand, self.capacity + + self._add_check(1, "ULS Flexure", "Cl.603.3.1", + d.Mu_kNm, c.Md_kNm, "kNm", + note=f"PNA in {c.pna_location}, xu={c.xu_mm:.1f} mm") + + self._add_check(2, "ULS Shear", "Cl.603.3.3.2", + d.Vu_kN, c.Vd_kN, "kN", + note=f"Av={c.Av_mm2:.0f} mm2") + + effective_Md = c.Mdv_kNm if c.beta_interaction > 0 else c.Md_kNm + self._add_check(3, "Bending-Shear Interaction", "Cl.603.3.3.3", + d.Mu_kNm, effective_Md, "kNm", + note=f"beta={c.beta_interaction:.4f}") + + self._add_check(4, "LTB (Construction Stage)", "Cl.603.3.3.1", + d.Mu_kNm, c.Mb_kNm, "kNm", + note=f"lambda_LT={c.lambda_LT:.4f}, chi_LT={c.chi_LT:.4f}") + + if d.delta_live_mm > 0: + self._add_check(5, "SLS Deflection (Live)", "Cl.604.3.2", + d.delta_live_mm, c.defl_limit_live_mm, "mm", + note="Limit = L/800") + + if d.delta_total_mm > 0: + self._add_check(6, "SLS Deflection (Total)", "Cl.604.3.2", + d.delta_total_mm, c.defl_limit_total_mm, "mm", + note="Limit = L/600") + + if d.stress_range_MPa > 0 and c.f_fd_MPa > 0: + self._add_check(7, "Fatigue Normal Stress", "Cl.605", + d.stress_range_MPa, c.f_fd_MPa, "MPa", + note=f"Nsc={d.Nsc:,}") + + if d.shear_range_MPa > 0 and c.tau_fd_MPa > 0: + self._add_check(8, "Fatigue Shear Stress", "Cl.605", + d.shear_range_MPa, c.tau_fd_MPa, "MPa", + note=f"Nsc={d.Nsc:,}") + + return self.checks + + def overall_status(self) -> str: + if not self.checks: + return "NO CHECKS RUN" + if any(c.status == "FAIL" for c in self.checks): + return "FAIL" + if any(c.status == "WARN" for c in self.checks): + return "WARN" + return "PASS" + + def max_dcr(self) -> float: + return max((c.dcr for c in self.checks), default=0.0) + + def critical_check(self) -> CheckResult: + return max(self.checks, key=lambda c: c.dcr) + + def n_pass(self) -> int: + return sum(1 for c in self.checks if c.status == "PASS") + + def n_warn(self) -> int: + return sum(1 for c in self.checks if c.status == "WARN") + + def n_fail(self) -> int: + return sum(1 for c in self.checks if c.status == "FAIL") + + +# ====================================================================== +# SECTION 5 -- REPORT GENERATOR +# ====================================================================== + + +class ReportGenerator: + """Generates formatted design-check reports.""" + + LINE_WIDTH = 78 + BAR_WIDTH = 45 + + def __init__(self, config: BridgeConfig, demand: DemandEnvelope, + capacity: CapacityResults, engine: DCREngine): + self.cfg = config + self.demand = demand + self.capacity = capacity + self.engine = engine + + def _header_box(self, *lines: str) -> str: + w = self.LINE_WIDTH + border = "=" * w + out = [border] + for line in lines: + out.append(line.center(w)) + out.append(border) + return "\n".join(out) + + def _section_title(self, title: str) -> str: + return f"\n{title}\n{'-' * len(title)}" + + def _kv(self, key: str, value, unit: str = "", width: int = 24) -> str: + if isinstance(value, float): + val_str = f"{value:,.3f}" if value < 1 else f"{value:,.2f}" + else: + val_str = str(value) + return f" {key:<{width}}: {val_str} {unit}".rstrip() + + def _build_header(self) -> str: + return self._header_box( + "IRC 22:2015 COMPOSITE BRIDGE DESIGN CHECK REPORT", + "Demand (Analyser) --> IRC 22 Capacity --> DCR Pipeline", + f"Generated: {datetime.now().strftime('%Y-%m-%d %H:%M:%S')}", + ) + + def _build_config(self) -> str: + c, s, g, m, slab = self.cfg, self.cfg.section, self.cfg.geometry, self.cfg.material, self.cfg.slab + lines = [self._section_title("BRIDGE CONFIGURATION")] + lines.append(self._kv("Span", g.span, "m")) + lines.append(self._kv("Support", g.support_type)) + lines.append(self._kv("Carriageway Width", g.carriageway_width, "m")) + lines.append(self._kv("Girder Spacing", g.beam_spacing, "m")) + lines.append(self._kv("No. of Girders", g.n_girders)) + lines.append(self._kv("Beam Type", g.beam_type)) + lines.append(self._kv("Steel Grade", m.steel_grade, f"(fy = {m.fy} MPa)")) + lines.append(self._kv("Concrete Grade", m.concrete_grade, f"(fck = {m.fck} MPa)")) + lines.append(self._kv("Rebar Grade", m.rebar_grade)) + + lines.append(self._section_title(f"STEEL SECTION (Plate Girder - {s.fabrication.title()})")) + lines.append(self._kv("Overall Depth D", s.D, "mm")) + lines.append(self._kv("Top Flange", f"{s.bf_top} x {s.tf_top}", "mm")) + lines.append(self._kv("Bottom Flange", f"{s.bf_bot} x {s.tf_bot}", "mm")) + lines.append(self._kv("Web", f"{s.dw:.0f} x {s.tw}", "mm")) + lines.append(self._kv("A_steel", f"{s.A_steel:,.0f}", "mm2")) + lines.append(self._kv("Iz_steel", f"{s.Iz_steel:,.0f}", "mm4")) + + lines.append(self._section_title("CONCRETE SLAB")) + lines.append(self._kv("Slab Thickness", slab.thickness, "mm")) + lines.append(self._kv("Haunch Depth", slab.haunch_depth, "mm")) + return "\n".join(lines) + + def _build_demands(self) -> str: + d = self.demand + lines = [self._section_title(f"DESIGN DEMANDS ({d.governing_combination})")] + lines.append(self._kv("Location", d.location)) + lines.append(self._kv("Member", d.member)) + lines.append(self._kv("Source", d.source)) + lines.append("") + lines.append(self._kv("Mu (factored)", d.Mu_kNm, "kNm")) + lines.append(self._kv("Vu (factored)", d.Vu_kN, "kN")) + if d.Nu_kN != 0: + lines.append(self._kv("Nu (factored)", d.Nu_kN, "kN")) + lines.append(self._kv("delta_live", d.delta_live_mm, "mm")) + lines.append(self._kv("delta_total", d.delta_total_mm, "mm")) + if d.stress_range_MPa > 0: + lines.append(self._kv("Stress Range", d.stress_range_MPa, "MPa")) + if d.shear_range_MPa > 0: + lines.append(self._kv("Shear Range", d.shear_range_MPa, "MPa")) + if d.Nsc > 0: + lines.append(self._kv("Nsc", f"{d.Nsc:,}", "cycles")) + return "\n".join(lines) + + def _build_capacity_summary(self) -> str: + c = self.capacity + sc = c.details.get("section_class", {}) + lines = [self._section_title("IRC 22:2015 CAPACITY COMPUTATIONS")] + + lines.append(f"\n 1. Effective Width (Cl.603.2.1)") + lines.append(f" beff = {c.beff_mm:.1f} mm") + + lines.append(f"\n 2. Section Classification (Cl.603)") + lines.append(f" epsilon = {sc.get('epsilon', 0):.4f}") + lines.append(f" Web: {sc.get('web_class', '?')} (d/tw = {sc.get('d_tw_ratio', 0):.1f})") + lines.append(f" Flange: {sc.get('flange_class', '?')} (b/tf = {sc.get('b_tf_ratio', 0):.1f})") + lines.append(f" Governing: {sc.get('governing_class', '?')}") + + lines.append(f"\n 3. Positive Moment Capacity (Cl.603.3.1)") + lines.append(f" PNA Location: {c.pna_location}") + lines.append(f" xu = {c.xu_mm:.2f} mm") + lines.append(f" Mp = {c.Mp_kNm:,.2f} kNm") + lines.append(f" Md = Mp / gamma_m0 = {c.Md_kNm:,.2f} kNm") + + lines.append(f"\n 4. Plastic Shear Resistance (Cl.603.3.3.2)") + lines.append(f" Av = {c.Av_mm2:,.0f} mm2") + lines.append(f" Vn = {c.Vn_kN:,.2f} kN") + lines.append(f" Vd = Vn / gamma_m0 = {c.Vd_kN:,.2f} kN") + + lines.append(f"\n 5. Buckling Resistance Moment (Cl.603.3.3.1)") + lines.append(f" Mcr = {c.Mcr_kNm:,.2f} kNm") + lines.append(f" lambda_LT = {c.lambda_LT:.4f}") + lines.append(f" chi_LT = {c.chi_LT:.4f}") + lines.append(f" Mb = {c.Mb_kNm:,.2f} kNm") + + lines.append(f"\n 6. Combined Bending + Shear (Cl.603.3.3.3)") + lines.append(f" beta = {c.beta_interaction:.4f}") + lines.append(f" Mdv = {c.Mdv_kNm:,.2f} kNm") + + lines.append(f"\n 7. Deflection Limits (Cl.604.3.2)") + lines.append(f" Live + impact <= L/800 = {c.defl_limit_live_mm:.2f} mm") + lines.append(f" Total <= L/600 = {c.defl_limit_total_mm:.2f} mm") + + lines.append(f"\n 8. Fatigue Assessment (Cl.605)") + lines.append(f" f_fd = {c.f_fd_MPa:.3f} MPa") + lines.append(f" tau_fd = {c.tau_fd_MPa:.3f} MPa") + + lines.append(f"\n 9. Shear Stud Capacity (Cl.606.3.1)") + lines.append(f" Qu = {c.Qu_kN:.3f} kN per stud") + if c.stud_spacing_mm > 0: + lines.append(f" Required spacing = {c.stud_spacing_mm:.1f} mm") + + return "\n".join(lines) + + def _build_dcr_table(self) -> str: + checks = self.engine.checks + if not checks: + return "\n No checks executed." + + lines = [self._section_title("DESIGN CHECK RESULTS (DCR = Demand / Capacity)")] + hdr = f" {'#':>3} {'Check':<28} {'Demand':>10} {'Capacity':>10} {'DCR':>7} {'Status':>6}" + sep = " " + "-" * (len(hdr) - 2) + lines += [sep, hdr, sep] + + for c in checks: + status_tag = {"PASS": " PASS ", "WARN": " WARN ", "FAIL": "*FAIL*", "INFO": " INFO "}.get(c.status, c.status) + lines.append( + f" {c.check_id:>3} {c.name:<28} " + f"{c.demand:>10.2f} {c.capacity:>10.2f} {c.dcr:>7.3f} {status_tag}" + ) + lines.append(sep) + return "\n".join(lines) + + def _build_bar_chart(self) -> str: + checks = self.engine.checks + if not checks: + return "" + lines = [self._section_title("DCR BAR CHART")] + bw = self.BAR_WIDTH + for c in checks: + label = f" {c.name:<22}" + filled = int(min(c.dcr, 1.0) * bw) + bar_char = "X" if c.status == "FAIL" else ("#" if c.status == "WARN" else "|") + bar = bar_char * filled + "." * (bw - filled) + lines.append(f"{label} [{bar}] {c.dcr:.3f}") + return "\n".join(lines) + + def _build_verdict(self) -> str: + eng = self.engine + status = eng.overall_status() + crit = eng.critical_check() if eng.checks else None + + lines = [self._section_title("OVERALL VERDICT"), ""] + lines.append(f" Status : {status}") + lines.append(f" Checks Run : {len(eng.checks)}") + lines.append(f" PASS / WARN / FAIL: {eng.n_pass()} / {eng.n_warn()} / {eng.n_fail()}") + lines.append(f" Maximum DCR : {eng.max_dcr():.4f}") + if crit: + lines.append(f" Critical Check : {crit.name} ({crit.clause})") + lines.append("") + if status == "PASS": + lines.append(" >>> ALL CHECKS SATISFIED - DESIGN IS ADEQUATE <<<") + elif status == "WARN": + lines.append(" >>> DESIGN WITHIN 10% OF LIMIT - REVIEW RECOMMENDED <<<") + else: + lines.append(" >>> DESIGN FAILS ONE OR MORE CHECKS - REVISION REQUIRED <<<") + lines.append("") + return "\n".join(lines) + + def generate(self) -> str: + """Build the complete formatted report string.""" + return "\n".join([ + self._build_header(), self._build_config(), self._build_demands(), + self._build_capacity_summary(), self._build_dcr_table(), + self._build_bar_chart(), self._build_verdict(), + ]) + + def save(self, filepath: str) -> str: + """Write the report to a text file.""" + report_text = self.generate() + os.makedirs(os.path.dirname(filepath) or ".", exist_ok=True) + with open(filepath, "w", encoding="utf-8") as f: + f.write(report_text) + return os.path.abspath(filepath) + + +# ====================================================================== +# SECTION 6 -- MAIN PIPELINE +# ====================================================================== + + +def _example_demands(config: BridgeConfig) -> DemandEnvelope: + """ + Realistic factored demand values for the 33.5 m bridge. + + Dead Load Components (per girder): + Steel self-weight : ~3 kN/m + Deck slab : 25 kN/m3 x t_slab x beam_spacing + SDL (wearing, rail): distributed + + Live Load (IRC Class 70R + Class A): + M_LL ~ 1,800 kNm, V_LL ~ 350 kN (per interior girder) + + Factored (ULS Comb I): + gamma_DL = 1.35, gamma_LL = 1.50, Impact Factor = 1.10 + """ + L = config.geometry.span + A_steel_m2 = config.section.A_steel * 1e-6 + w_sw = A_steel_m2 * 78.5 + w_slab = 25.0 * (config.slab.thickness / 1000.0) * config.geometry.beam_spacing + w_sdl = (4.32 * config.geometry.beam_spacing + 1.5 + 4.0 / config.geometry.n_girders) + w_total_dl = w_sw + w_slab + w_sdl + + M_dl = w_total_dl * L ** 2 / 8.0 + V_dl = w_total_dl * L / 2.0 + M_ll, V_ll = 1800.0, 350.0 + gamma_dl, gamma_ll, impact = 1.35, 1.50, 1.10 + + Mu = gamma_dl * M_dl + gamma_ll * impact * M_ll + Vu = gamma_dl * V_dl + gamma_ll * impact * V_ll + + return DemandExtractor.from_manual( + Mu_kNm=round(Mu, 2), Vu_kN=round(Vu, 2), + delta_live_mm=28.0, delta_total_mm=38.0, + stress_range_MPa=config.fatigue.stress_range, + shear_range_MPa=config.fatigue.shear_range, + Nsc=config.fatigue.Nsc, + combination=f"ULS Comb I: {gamma_dl}*DL + {gamma_ll}*{impact}*LL", + location="midspan (interior girder)", + member="interior_longitudinal_beam", + ) + + +def run_design_check( + config: BridgeConfig | None = None, + demand: DemandEnvelope | None = None, + save_report: bool = True, + report_path: str = "design_check_report.txt", + print_report: bool = True, +) -> str: + """ + Execute the complete IRC 22:2015 design-check pipeline. + + Pipeline + -------- + Step 1 -> BridgeConfig (configuration) + Step 2 -> DemandExtractor (analyser - demand extraction) + Step 3 -> IRC22CapacityCalc (IRC 22 - clause-by-clause capacity) + Step 4 -> DCREngine (demand / capacity ratios) + Step 5 -> ReportGenerator (formatted report) + + Parameters + ---------- + config : BridgeConfig (default: 33.5 m example bridge) + demand : DemandEnvelope (default: example demands) + save_report : save .txt report file + report_path : output file path + print_report : print report to console + """ + print("=" * 60) + print(" IRC 22:2015 DESIGN CHECK PIPELINE") + print("=" * 60) + + # -- Step 1: Configuration -- + print("\n[Step 1/5] Loading bridge configuration ...") + if config is None: + config = BridgeConfig.example_33m_bridge() + print(f" Config: {config.summary()}") + + # -- Step 2: Demand from Analyser -- + print("\n[Step 2/5] Extracting design demands (Analyser) ...") + if demand is None: + demand = _example_demands(config) + print(f" Mu = {demand.Mu_kNm:.2f} kNm") + print(f" Vu = {demand.Vu_kN:.2f} kN") + print(f" Source: {demand.source}") + + # -- Step 3: IRC 22 Capacity -- + print("\n[Step 3/5] Computing IRC 22:2015 capacities ...") + calculator = IRC22CapacityCalculator(config) + capacity = calculator.compute_all(Vu_kN=demand.Vu_kN) + print(f" beff = {capacity.beff_mm:.1f} mm (Cl.603.2.1)") + print(f" Md = {capacity.Md_kNm:,.2f} kNm (Cl.603.3.1)") + print(f" Vd = {capacity.Vd_kN:,.2f} kN (Cl.603.3.3.2)") + print(f" Mb = {capacity.Mb_kNm:,.2f} kNm (Cl.603.3.3.1)") + print(f" Qu = {capacity.Qu_kN:.3f} kN/stud (Cl.606.3.1)") + + # -- Step 4: DCR Engine -- + print("\n[Step 4/5] Running DCR checks ...") + engine = DCREngine(demand, capacity) + checks = engine.run_all_checks() + for chk in checks: + icon = {"PASS": "+", "WARN": "~", "FAIL": "X"}.get(chk.status, "?") + print(f" [{icon}] {chk.name:<28} DCR = {chk.dcr:.3f} {chk.status}") + + # -- Step 5: Report -- + print("\n[Step 5/5] Generating report ...") + reporter = ReportGenerator(config, demand, capacity, engine) + report_text = reporter.generate() + + if print_report: + print("\n" + report_text) + + if save_report: + base_dir = os.path.dirname(os.path.abspath(__file__)) + full_path = os.path.join(base_dir, report_path) + saved = reporter.save(full_path) + print(f"\n Report saved to: {saved}") + + print("\n" + "=" * 60) + print(f" PIPELINE COMPLETE - Overall: {engine.overall_status()}") + print("=" * 60) + + return report_text + + +# ====================================================================== +# ENTRY POINT +# ====================================================================== + +if __name__ == "__main__": + run_design_check() From c2ab48731c583dee7e21dcdeef0a2690371e1e01 Mon Sep 17 00:00:00 2001 From: Aditya-Donde Date: Fri, 13 Mar 2026 19:50:15 +0530 Subject: [PATCH 077/225] refactor gridge_geometry.py and made a new file load_placement.py file --- .../bridge_types/plate_girder/analyser.py | 1 + .../plate_girder/bridge_geometry.py | 257 +----------------- .../plate_girder/load_placement.py | 223 +++++++++++++++ 3 files changed, 226 insertions(+), 255 deletions(-) create mode 100644 src/osdagbridge/core/bridge_types/plate_girder/load_placement.py diff --git a/src/osdagbridge/core/bridge_types/plate_girder/analyser.py b/src/osdagbridge/core/bridge_types/plate_girder/analyser.py index c786036bf..abdfc9383 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/analyser.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/analyser.py @@ -4,6 +4,7 @@ from osdagbridge.core.utils.codes.irc6_2017 import * from osdagbridge.core.utils.common import * from osdagbridge.core.bridge_types.plate_girder.bridge_geometry import * +from osdagbridge.core.bridge_types.plate_girder.load_placement import LoadPlacementManager import warnings from osdagbridge.core.bridge_types.plate_girder.analysis_results import PlateGirderAnalysisResults diff --git a/src/osdagbridge/core/bridge_types/plate_girder/bridge_geometry.py b/src/osdagbridge/core/bridge_types/plate_girder/bridge_geometry.py index 826eaa982..d6699f371 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/bridge_geometry.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/bridge_geometry.py @@ -61,174 +61,6 @@ def bounds(self): } -class BridgeComponent: - def __init__(self, bridge: BridgeGeometry): - self.bridge = bridge - - def to_global(self): - """ - Must return LineLoadGeometry or PatchLoadGeometry - """ - raise NotImplementedError - - -class CrashBarrier(BridgeComponent): - def __init__(self, bridge, offset_from_edge: float, side="left"): - super().__init__(bridge) - self.offset = offset_from_edge - self.side = side - - def to_global(self) -> LineLoadGeometry: - if self.side == "left": - z = self.offset - elif self.side == "right": - z = self.bridge.width - self.offset - else: - raise ValueError("side must be 'left' or 'right'") - - return LineLoadGeometry( - start=Point(x=0.0, z=z), - end=Point(x=self.bridge.span, z=z), - ) - -class DeckLoad(BridgeComponent): - def to_global(self) -> PatchLoadGeometry: - return PatchLoadGeometry( - p1=Point(0.0, 0.0), - p2=Point(self.bridge.span, 0.0), - p3=Point(self.bridge.span, self.bridge.width), - p4=Point(0.0, self.bridge.width), - ) - - -class OverlayLoad(BridgeComponent): - def __init__(self, bridge, edge_clearance: float): - super().__init__(bridge) - self.c = edge_clearance - - def to_global(self) -> PatchLoadGeometry: - return PatchLoadGeometry( - p1=Point(0.0, self.c), - p2=Point(self.bridge.span, self.c), - p3=Point(self.bridge.span, self.bridge.width - self.c), - p4=Point(0.0, self.bridge.width - self.c), - ) - - -class RailingLoad(BridgeComponent): - def __init__(self, bridge, offset_from_edge: float, side="left"): - super().__init__(bridge) - self.offset = offset_from_edge - self.side = side - - def to_global(self) -> LineLoadGeometry: - z = self.offset if self.side == "left" else self.bridge.width - self.offset - - return LineLoadGeometry( - start=Point(x=0.0, z=z), - end=Point(x=self.bridge.span, z=z), - ) - - -class MedianLoad(BridgeComponent): - def __init__(self, bridge, offset_from_edge: float, side="left"): - super().__init__(bridge) - self.offset = offset_from_edge - self.side = side - - def to_global(self) -> LineLoadGeometry: - z = self.offset if self.side == "left" else self.bridge.width - self.offset - - return LineLoadGeometry( - start=Point(x=0.0, z=z), - end=Point(x=self.bridge.span, z=z), - ) - - -class FootpathLoad(BridgeComponent): - def __init__(self, bridge, start_offset: float, width: float): - super().__init__(bridge) - self.start = start_offset - self.width = width - - def to_global(self) -> PatchLoadGeometry: - return PatchLoadGeometry( - p1=Point(0.0, self.start), - p2=Point(self.bridge.span, 0.0), - p3=Point(self.bridge.span, self.start + self.width), - p4=Point(0.0, self.start + self.width), - ) - - -class LoadPlacementManager: - """ - Generates load geometries using BridgeGeometry and CrossSectionLayout - """ - - def __init__(self, bridge: BridgeGeometry, layout: CrossSectionLayout): - self.bridge = bridge - self.layout = layout - - # ------------------------- - # Patch loads - # ------------------------- - def deck_load(self) -> PatchLoadGeometry: - return PatchLoadGeometry( - p1=Point(0.0, 0.0), - p2=Point(self.bridge.span, 0.0), - p3=Point(self.bridge.span, self.bridge.width), - p4=Point(0.0, self.bridge.width), - ) - - def overlay_load(self, edge_clearance: float) -> PatchLoadGeometry: - return PatchLoadGeometry( - p1=Point(0.0, edge_clearance), - p2=Point(self.bridge.span, edge_clearance), - p3=Point(self.bridge.span, self.bridge.width - edge_clearance), - p4=Point(0.0, self.bridge.width - edge_clearance), - ) - - def footpath_load(self, side: str) -> PatchLoadGeometry: - comp = self.layout.get_component(f"footpath_{side}") - return PatchLoadGeometry( - p1=Point(0.0, comp.z_start), - p2=Point(self.bridge.span, comp.z_start), - p3=Point(self.bridge.span, comp.z_end), - p4=Point(0.0, comp.z_end), - ) - - - # ------------------------- - # Line loads - # ------------------------- - def crash_barrier_load(self, side: str) -> LineLoadGeometry: - comp = self.layout.get_component(f"crash_barrier_{side}") - z = comp.center - return LineLoadGeometry( - start=Point(0.0, z), - end=Point(self.bridge.span, z), - ) - - def railing_load(self, side: str) -> LineLoadGeometry: - comp = self.layout.get_component(f"railing_{side}") - z = comp.center - return LineLoadGeometry( - start=Point(0.0, z), - end=Point(self.bridge.span, z), - ) - - def median_line_load(self) -> LineLoadGeometry: - """ - Line load corresponding to median (acting along its centerline) - """ - comp = self.layout.get_component("median") - z = comp.center - - return LineLoadGeometry( - start=Point(0.0, z), - end=Point(self.bridge.span, z), - ) - class CrossSectionLayout: """ Defines ordered cross-section layout of bridge deck. @@ -392,7 +224,7 @@ def describe(self): ) - +''' # @warnings.deprecated("This function is deprecated, use CrossSectionLayout.total_width instead.") def calculate_bridge_width( carriageway_width: float, @@ -418,89 +250,4 @@ def calculate_bridge_width( + no_of_footpaths * footpath_width + no_of_footpaths * railing_width ) - -def create_default_load_placement( - span: float, - carriageway_width: float, - crash_barrier_width: float, - no_of_footpaths: int, - footpath_width: float, - railing_width: float, - median_width: float, -) -> LoadPlacementManager: - """ - Create default bridge load placement from UI inputs. - """ - - # ----------------------------- - # Calculate bridge width - # ----------------------------- - bridge_width = calculate_bridge_width( - carriageway_width=carriageway_width, - crash_barrier_width=crash_barrier_width, - no_of_footpaths=no_of_footpaths, - footpath_width=footpath_width, - railing_width=railing_width, - median_width=median_width, - ) - - # ----------------------------- - # Bridge geometry - # ----------------------------- - bridge = BridgeGeometry(span=span, width=bridge_width) - - manager = LoadPlacementManager(bridge) - - # ----------------------------- - # Components - # ----------------------------- - deck = DeckLoad(bridge) - overlay = OverlayLoad(bridge, edge_clearance=0.30) #is edge clearance needed? - - # Crash barriers (both sides of carriageway) - left_crash_barrier = CrashBarrier( - bridge, - offset_from_edge=crash_barrier_width / 2.0, - side="left", - ) - - right_crash_barrier = CrashBarrier( - bridge, - offset_from_edge=crash_barrier_width / 2.0, - side="right", - ) - - medain = MedianLoad( - bridge, - offset_from_edge=median_width / 2.0, - side="left" - ) - - # Footpath & railing (example: left side only) - if no_of_footpaths >= 1: - footpath = FootpathLoad( - bridge, - start_offset=crash_barrier_width, - width=footpath_width, - ) - - railing = RailingLoad( - bridge, - offset_from_edge=crash_barrier_width + footpath_width + railing_width / 2.0, - side="left", - ) - - manager.add_component(footpath) - manager.add_component(railing) - - # ----------------------------- - # Register common components - # ----------------------------- - manager.add_component(deck) - manager.add_component(overlay) - manager.add_component(medain) - manager.add_component(left_crash_barrier) - manager.add_component(right_crash_barrier) - - return manager - +''' \ No newline at end of file diff --git a/src/osdagbridge/core/bridge_types/plate_girder/load_placement.py b/src/osdagbridge/core/bridge_types/plate_girder/load_placement.py new file mode 100644 index 000000000..41b1c0282 --- /dev/null +++ b/src/osdagbridge/core/bridge_types/plate_girder/load_placement.py @@ -0,0 +1,223 @@ +from __future__ import annotations + +from .bridge_geometry import ( + BridgeGeometry, + CrossSectionLayout, + LineLoadGeometry, + PatchLoadGeometry, + Point, +) + + +class BridgeComponent: + def __init__(self, bridge: BridgeGeometry): + self.bridge = bridge + + def to_global(self): + """ + Must return LineLoadGeometry or PatchLoadGeometry + """ + raise NotImplementedError + + +class CrashBarrier(BridgeComponent): + def __init__(self, bridge, offset_from_edge: float, side="left"): + super().__init__(bridge) + self.offset = offset_from_edge + self.side = side + + def to_global(self) -> LineLoadGeometry: + if self.side == "left": + z = self.offset + elif self.side == "right": + z = self.bridge.width - self.offset + else: + raise ValueError("side must be 'left' or 'right'") + + return LineLoadGeometry( + start=Point(x=0.0, z=z), + end=Point(x=self.bridge.span, z=z), + ) + +class DeckLoad(BridgeComponent): + def to_global(self) -> PatchLoadGeometry: + return PatchLoadGeometry( + p1=Point(0.0, 0.0), + p2=Point(self.bridge.span, 0.0), + p3=Point(self.bridge.span, self.bridge.width), + p4=Point(0.0, self.bridge.width), + ) + + +class OverlayLoad(BridgeComponent): + def __init__(self, bridge, edge_clearance: float): + super().__init__(bridge) + self.c = edge_clearance + + def to_global(self) -> PatchLoadGeometry: + return PatchLoadGeometry( + p1=Point(0.0, self.c), + p2=Point(self.bridge.span, self.c), + p3=Point(self.bridge.span, self.bridge.width - self.c), + p4=Point(0.0, self.bridge.width - self.c), + ) + + +class RailingLoad(BridgeComponent): + def __init__(self, bridge, offset_from_edge: float, side="left"): + super().__init__(bridge) + self.offset = offset_from_edge + self.side = side + + def to_global(self) -> LineLoadGeometry: + z = self.offset if self.side == "left" else self.bridge.width - self.offset + + return LineLoadGeometry( + start=Point(x=0.0, z=z), + end=Point(x=self.bridge.span, z=z), + ) + + +class MedianLoad(BridgeComponent): + def __init__(self, bridge, offset_from_edge: float, side="left"): + super().__init__(bridge) + self.offset = offset_from_edge + self.side = side + + def to_global(self) -> LineLoadGeometry: + z = self.offset if self.side == "left" else self.bridge.width - self.offset + + return LineLoadGeometry( + start=Point(x=0.0, z=z), + end=Point(x=self.bridge.span, z=z), + ) + + +class FootpathLoad(BridgeComponent): + def __init__(self, bridge, start_offset: float, width: float): + super().__init__(bridge) + self.start = start_offset + self.width = width + + def to_global(self) -> PatchLoadGeometry: + return PatchLoadGeometry( + p1=Point(0.0, self.start), + p2=Point(self.bridge.span, 0.0), + p3=Point(self.bridge.span, self.start + self.width), + p4=Point(0.0, self.start + self.width), + ) + + +class LoadPlacementManager: + """ + Generates load geometries using BridgeGeometry and CrossSectionLayout + """ + + def __init__(self, bridge: BridgeGeometry, layout: CrossSectionLayout): + self.bridge = bridge + self.layout = layout + + # ------------------------- + # Patch loads + # ------------------------- + def deck_load(self) -> PatchLoadGeometry: + return PatchLoadGeometry( + p1=Point(0.0, 0.0), + p2=Point(self.bridge.span, 0.0), + p3=Point(self.bridge.span, self.bridge.width), + p4=Point(0.0, self.bridge.width), + ) + + def overlay_load(self, edge_clearance: float) -> PatchLoadGeometry: + return PatchLoadGeometry( + p1=Point(0.0, edge_clearance), + p2=Point(self.bridge.span, edge_clearance), + p3=Point(self.bridge.span, self.bridge.width - edge_clearance), + p4=Point(0.0, self.bridge.width - edge_clearance), + ) + + def footpath_load(self, side: str) -> PatchLoadGeometry: + comp = self.layout.get_component(f"footpath_{side}") + return PatchLoadGeometry( + p1=Point(0.0, comp.z_start), + p2=Point(self.bridge.span, comp.z_start), + p3=Point(self.bridge.span, comp.z_end), + p4=Point(0.0, comp.z_end), + ) + + + # ------------------------- + # Line loads + # ------------------------- + def crash_barrier_load(self, side: str) -> LineLoadGeometry: + comp = self.layout.get_component(f"crash_barrier_{side}") + z = comp.center + return LineLoadGeometry( + start=Point(0.0, z), + end=Point(self.bridge.span, z), + ) + + def railing_load(self, side: str) -> LineLoadGeometry: + comp = self.layout.get_component(f"railing_{side}") + z = comp.center + return LineLoadGeometry( + start=Point(0.0, z), + end=Point(self.bridge.span, z), + ) + + def median_line_load(self) -> LineLoadGeometry: + """ + Line load corresponding to median (acting along its centerline) + """ + comp = self.layout.get_component("median") + z = comp.center + + return LineLoadGeometry( + start=Point(0.0, z), + end=Point(self.bridge.span, z), + ) + +''' +def create_default_load_placement( + span: float, + carriageway_width: float, + crash_barrier_width: float, + no_of_footpaths: int, + footpath_width: float, + railing_width: float, + median_width: float, +) -> LoadPlacementManager: + """ + Create default bridge load placement from UI inputs. + """ + + # ----------------------------- + # Calculate bridge width + # ----------------------------- + bridge_width = calculate_bridge_width( + carriageway_width=carriageway_width, + crash_barrier_width=crash_barrier_width, + no_of_footpaths=no_of_footpaths, + footpath_width=footpath_width, + railing_width=railing_width, + median_width=median_width, + ) + + # ----------------------------- + # Bridge geometry + # ----------------------------- + bridge = BridgeGeometry(span=span, width=bridge_width) + + layout = CrossSectionLayout( + carriageway_width=carriageway_width, + crash_barrier_width=crash_barrier_width, + railing_width=railing_width, + footpath_width=footpath_width, + median_width=median_width, + no_of_footpaths=no_of_footpaths, + ) + + manager = LoadPlacementManager(bridge, layout) + + return manager +''' \ No newline at end of file From 0ca11ad050612d46f448e59412ea436e0c3e2fcd Mon Sep 17 00:00:00 2001 From: Jatin1628 Date: Sat, 28 Feb 2026 19:37:10 +0530 Subject: [PATCH 078/225] created files for seperate tabs in additional inputs section Made changes in schema for setting ranges and defaults Made changes to additional inputs files to add new tabs minor label changes label chnges fixed the Save button not working issue minor changes created files for seperate tabs in additional inputs section Made changes to additional inputs files to add new tabs fixed the Save button not working issue Change the folder of the tabs in additional input section Changed validation for errors and made single popup for all errors Changed the schema of input fields according to pdf and requirements Changing of the tabs directory and removing the unneccessary files Rebase complete --- .../ui_fields_additional_input.py | 362 ++++++++--- .../desktop/ui/dialogs/additional_inputs.py | 582 ++++++++++++------ .../dialogs/tabs/design_options_cont_tab.py | 175 ++++++ .../ui/dialogs/tabs/design_options_tab.py | 128 ++++ .../ui/dialogs/tabs/support_conditions_tab.py | 86 +++ 5 files changed, 1069 insertions(+), 264 deletions(-) create mode 100644 src/osdagbridge/desktop/ui/dialogs/tabs/design_options_cont_tab.py create mode 100644 src/osdagbridge/desktop/ui/dialogs/tabs/design_options_tab.py create mode 100644 src/osdagbridge/desktop/ui/dialogs/tabs/support_conditions_tab.py diff --git a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields_additional_input.py b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields_additional_input.py index 1178ea2e7..da92c0edc 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields_additional_input.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields_additional_input.py @@ -1124,40 +1124,42 @@ "title": "Support Conditions", "sections": [ { - "title": "Support Condition*", + "title": "Support Conditions", "fields": [ { "id": "left_support", - "label": "Left Support:", + "label": "Left Support", "type": "combo", "choices": ["Fixed", "Pinned", "Roller"], - "default": "Fixed", + "default": "Pinned", + "enabled_choices": ["Pinned"], "bind": "left_support_combo", }, { "id": "right_support", - "label": "Right Support:", + "label": "Right Support", "type": "combo", "choices": ["Fixed", "Pinned", "Roller"], - "default": "Pinned", + "default": "Roller", + "enabled_choices": ["Roller"], "bind": "right_support_combo", }, ], }, { - "title": "Bearing length*", + "title": "Bearing length", "fields": [ { "id": "bearing_length", - "label": "Bearing Length Value", + "label": "Bearing Length Value (mm)", "type": "line", - "default": "0", + "default": "400", "placeholder": "Length", "bind": "bearing_length_input", "validator": { "type": "double_range", - "bottom": 0.0, - "top": 1e6, + "bottom": 0.00, + "top": 600.00, "decimals": 3, }, } @@ -1169,15 +1171,17 @@ DESIGN_OPTIONS_SCHEMA = { "id": "design_options", "cards": [ + + # ---------------- Construction ---------------- { - "title": "Construction Stage", + "title": "Construction Stages", "field_width": 150, "sections": [ { "fields": [ { "id": "construction_stage", - "label": "Included:", + "label": "Include automatic", "type": "combo", "choices": ["Yes", "No"], "default": "Yes", @@ -1187,55 +1191,164 @@ } ], }, + + # ---------------- Deck Design ---------------- { - "title": "Deck and Shear Studs", + "title": "Deck Design", "field_width": 150, "sections": [ { - "title": "Deck Design:", "fields": [ { "id": "reinforcement_size", - "label": "Reinforcement Size:", + "label": "Reinforcement Size", "type": "combo", - "choices": ["8 mm", "10 mm", "12 mm", "16 mm", "20 mm"], + "choices": [ "4 mm", "5 mm", "6 mm", "8 mm","10 mm","12 mm", "16 mm","20 mm","25 mm","28 mm","32 mm","36 mm","40 mm"], "default": "12 mm", "bind": "reinforcement_size_combo", + }, { "id": "reinforcement_material", - "label": "Reinforcement Material:", + "label": "Reinforcement Material", "type": "combo", - "choices": ["Fe 415", "Fe 500", "Fe 550"], + "choices": [ + "Fe 415", + "Fe 415D", + "Fe 500", + "Fe 500D", + "Fe 550", + "Fe 550D", + "Fe 600" + ], "default": "Fe 500", "bind": "reinforcement_material_combo", }, + { + + "id": "top_clear_cover", + "bind": "top_clear_cover_input", + "label": "Top Clear Cover (mm)", + "type": "number", + "default": 50.0, + "validator": { + "type": "double_range", + "bottom": 40.0, + "top": 75.0, + "decimals": 1, + }, + "bind": "top_clear_cover_input", + }, + + { + "id": "bottom_clear_cover", + "label": "Bottom Clear Cover (mm)", + "type": "number", + "default": 40.0, + "validator": { + "type": "double_range", + "bottom": 35.0, + "top": 75.0, + "decimals": 1, + }, + "bind": "bottom_clear_cover_input", + }, + + { + "id": "side_clear_cover", + "label": "Side Clear Cover (mm)", + "type": "number", + "default": 40.0, + "validator": { + "type": "double_range", + "bottom": 35.0, + "top": 75.0, + "decimals": 1, + }, + "bind": "side_clear_cover_input", + }, ], - }, + } + ], + }, + + # ---------------- Shear Studs ---------------- + { + "title": "Shear Studs", + "field_width": 150, + "sections": [ { - "title": "Shear Studs:", "fields": [ { - "id": "shear_stud_material", - "label": "Material:", + "id": "shear_stud_yield_strength", + "label": "Yield Strength (MPa)", "type": "line", - "placeholder": "Material", - "bind": "shear_stud_material_input", + "default": "385", + "validator": { + "type": "double_range", + "bottom": 350, + "top": 600, + "decimals": 2, + }, + "bind": "shear_stud_yield_strength_input", }, { - "id": "shear_stud_diameter", - "label": "Diameter (mm):", + "id": "shear_stud_ultimate_strength", + "label": "Ultimate Strength (MPa)", "type": "line", - "bind": "shear_stud_diameter_input", + "default": "495", + "validator": { + "type": "double_range", + "bottom": 350, + "top": 600, + "decimals": 2, + }, + "bind": "shear_stud_ultimate_strength_input", + }, + { + "id": "shear_stud_diameter", + "label": "Diameter (mm)", + "type": "combo", + "choices": ["12", "16", "20", "22", "25"], + "default": "20", + "bind": "shear_stud_diameter_combo", }, { "id": "shear_stud_height", - "label": "Height (mm):", + "label": "Height (mm)", "type": "line", + "default": "100", + "validator": { + "type": "double_range", + "bottom": 0.0, + "top": 500.0, + "decimals": 2, + }, "bind": "shear_stud_height_input", }, + { + "id": "shear_stud_count", + "label": "No. of Shear Studs per Section", + "type": "combo", + "choices": [str(i) for i in range(1, 11)], + "default": "2", + "bind": "shear_stud_count_combo", + }, + { + "id": "shear_stud_transverse_spacing", + "label": "Transverse Spacing (mm)", + "type": "line", + "default": "100", + "validator": { + "type": "double_range", + "bottom": 0.0, + "top": 5000.0, + "decimals": 2, + }, + "bind": "shear_stud_spacing_input", + }, ], - }, + } ], }, ], @@ -1244,69 +1357,163 @@ DESIGN_OPTIONS_CONT_SCHEMA = { "id": "design_options_cont", "sections": [ + + # ---------------- Partial Factor ---------------- { - "title": "Partial Safety Factors", - "field_width": 150, - "fields": [ - {"id": "gamma_c_basic", "label": "Concrete basic & seismic(Gamma_C)", "type": "line", "bind": "gamma_c_basic_input"}, - {"id": "gamma_c_accidental", "label": "Concrete Accidental (Gamma_C)", "type": "line", "bind": "gamma_c_accidental_input"}, - {"id": "gamma_m0", "label": "Structural steel for Yielding and Buckling(Gamma_M0)", "type": "line", "bind": "gamma_m0_input"}, - {"id": "gamma_m1", "label": "Structural Steel For Ultimate Stress(Gamme_M1)", "type": "line", "bind": "gamma_m1_input"}, - {"id": "gamma_s", "label": "Reinforcing Steel (Gamma_s)", "type": "line", "bind": "gamma_s_input"}, - {"id": "gamma_v", "label": "Shear Connectors For Yield(Gamma_v)", "type": "line", "bind": "gamma_v_input"}, - {"id": "gamma_flt", "label": "Fatigue Load(Gamma_flt)", "type": "line", "bind": "gamma_flt_input"}, - {"id": "gamma_mf", "label": "Fatigue Strength(Gamma_Mf, t)", "type": "line", "bind": "gamma_mf_input"}, - ], - }, - { - "title": "Number of Load Cycles", - "field_width": 200, + "title": "Partial Factor", "fields": [ + { - "id": "load_cycles", - "label": "Number of Load Cycles(Cl605.3,Cl605.4)", + "id": "gamma_c_basic", + "label": "Concrete basic & seismic, γc", "type": "line", - "bind": "load_cycles_input", - } - ], - }, - { - "title": "K Factors", - "field_width": 120, - "fields": [ + "default": "1.5", + "bind": "gamma_c_basic_input", + "validator": { + "type": "double_range", + "bottom": 1.0, + "top": 2.0, + "decimals": 2, + }, + }, + { - "row_fields": [ - {"id": "k1", "label": "K1:", "type": "line", "bind": "k1_input", "width": 80}, - {"id": "k3", "label": "K3:", "type": "line", "bind": "k3_input", "width": 80}, - {"id": "k4", "label": "K4:", "type": "line", "bind": "k4_input", "width": 80}, - {"id": "k6", "label": "K6:", "type": "line", "bind": "k6_input", "width": 80}, - ] + "id": "gamma_c_accidental", + "label": "Concrete Accidental, γc", + "type": "line", + "default": "1.2", + "bind": "gamma_c_accidental_input", + "validator": { + "type": "double_range", + "bottom": 1.0, + "top": 2.0, + "decimals": 2, + }, }, + { - "row_fields": [ - {"id": "limit_l", "label": "Limit : L (m)", "type": "line", "bind": "limit_input", "width": 120} - ] + "id": "gamma_m0", + "label": "Structural steel for Yielding and Buckling, γM0", + "type": "line", + "default": "1.1", + "bind": "gamma_m0_input", + "validator": { + "type": "double_range", + "bottom": 1.0, + "top": 2.0, + "decimals": 2, + }, }, + { - "row_fields": [ - {"id": "k3_second", "label": "K3:", "type": "line", "bind": "k3_second_input", "width": 80}, - {"id": "k4_second", "label": "K4:", "type": "line", "bind": "k4_second_input", "width": 80}, - {"id": "exposure", "label": "Exposure:", "type": "line", "bind": "exposure_input", "width": 100}, - ] + "id": "gamma_m1", + "label": "Structural Steel For Ultimate Stress, γM1", + "type": "line", + "default": "1.25", + "bind": "gamma_m1_input", + "validator": { + "type": "double_range", + "bottom": 1.0, + "top": 2.0, + "decimals": 2, + }, + }, + + { + "id": "gamma_s", + "label": "Reinforcing Steel, γs", + "type": "line", + "default": "1.15", + "bind": "gamma_s_input", + "validator": { + "type": "double_range", + "bottom": 1.0, + "top": 2.0, + "decimals": 2, + }, + }, + + { + "id": "gamma_v", + "label": "Shear Connectors For Yield, γv", + "type": "line", + "default": "1.25", + "bind": "gamma_v_input", + "validator": { + "type": "double_range", + "bottom": 1.0, + "top": 2.0, + "decimals": 2, + }, + }, + + { + "id": "gamma_flt", + "label": "Fatigue Load, γflt", + "type": "line", + "default": "1", + "bind": "gamma_flt_input", + "validator": { + "type": "double_range", + "bottom": 1.0, + "top": 2.0, + "decimals": 2, + }, + }, + + { + "id": "gamma_mf", + "label": "Fatigue Strength, γMf,t", + "type": "line", + "default": "1.35", + "bind": "gamma_mf_input", + "validator": { + "type": "double_range", + "bottom": 1.0, + "top": 2.0, + "decimals": 2, + }, + }, + ] + }, + + # ---------------- Resistance to Fatigue ---------------- + { + "title": "Resistance to Fatigue", + "fields": [ + {"id": "load_cycles", "label": "Number of Load Cycles", "type": "line", "default": "2000000", "bind": "load_cycles_input", + "validator": { + "type": "double_range", + "bottom": 100000, + "top": 100000000, + "decimals": 2, + }, }, ], }, + + # ---------------- Deflection Control ---------------- { - "title": "Post-buckling", + "title": "Deflection Control", "fields": [ { - "id": "post_buckling", - "label": "Post-buckling Tension Field Action for Shear Resistance", - "type": "checkbox", - "bind": "post_buckling_checkbox", - } + "row_fields": [ + {"label": "Limit :", "type": "label","after_spacing": 408}, + {"label": "L /", "type": "label"}, + {"id": "limit_l", "label": "", "type": "line", "default": "600", "bind": "limit_input", "width": 150, + "validator": { + "type": "int_range", + "bottom": 300, + "top": 800, + } + }, + {"label": "m", "type": "label"}, + ] + }, ], }, + + # ---------------- Limit States ---------------- { "title": "Limit States", "checkbox_groups": [ @@ -1321,6 +1528,7 @@ "Resistance to Fatigue", ], "bind": "ultimate_checkboxes", + "default_checked": True, }, { "title": "Serviceability Limit States", @@ -1331,12 +1539,12 @@ "Crack Width Check", ], "bind": "service_checkboxes", + "default_checked": True, }, ], }, ], } - GIRDER_DETAILS_SCHEMA = { "overview": [ { @@ -1473,4 +1681,4 @@ ], } -#function -> store in dict design dict \ No newline at end of file +#function -> store in dict design dict diff --git a/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py b/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py index 093e3fa7b..9f1eb608c 100644 --- a/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py +++ b/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py @@ -2,36 +2,73 @@ Additional Inputs Widget for Highway Bridge Design Provides detailed input fields for manual bridge parameter definition """ -import sys -import os from PySide6.QtWidgets import ( QWidget, QVBoxLayout, QHBoxLayout, QTabWidget, QTabBar, QLabel, QLineEdit, QComboBox, QGroupBox, QFormLayout, QPushButton, QScrollArea, QCheckBox, QMessageBox, QSizePolicy, QSpacerItem, QStackedWidget, QFrame, QGridLayout, QTableWidget, QTableWidgetItem, QHeaderView, - QTextEdit, QDialog, QSizePolicy, QSizeGrip + QTextEdit, QDialog, QSizePolicy, QSizeGrip, QListView, QStyledItemDelegate ) from PySide6.QtCore import Qt, Signal, QSize -from PySide6.QtGui import QDoubleValidator, QIntValidator +from PySide6.QtGui import QDoubleValidator, QIntValidator, QColor, QValidator from osdagbridge.core.utils.common import * from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style, create_action_button_bar -from osdagbridge.desktop.ui.dialogs.tabs.typical_section_details import TypicalSectionDetailsTab -from osdagbridge.desktop.ui.dialogs.tabs.optimizable_field import OptimizableField + +from osdagbridge.desktop.ui.dialogs.tabs.typical_section_details import TypicalSectionDetailsTab, show_warning from osdagbridge.desktop.ui.dialogs.tabs.section_properties_tab import SectionPropertiesTab -from osdagbridge.desktop.ui.dialogs.tabs.sub_tabs.section_properties.girder_details_tab import GirderDetailsTab -from osdagbridge.desktop.ui.dialogs.tabs.sub_tabs.section_properties.stiffener_details_tab import StiffenerDetailsTab -from osdagbridge.desktop.ui.dialogs.tabs.sub_tabs.section_properties.cross_bracing_details_tab import CrossBracingDetailsTab -from osdagbridge.desktop.ui.dialogs.tabs.sub_tabs.section_properties.end_diaphragm_details_tab import EndDiaphragmDetailsTab -from osdagbridge.desktop.ui.dialogs.tabs.custom_vehicle_dialog import CustomVehicleDialog from osdagbridge.desktop.ui.dialogs.tabs.loading_tab import LoadingTab +from osdagbridge.desktop.ui.dialogs.tabs.support_conditions_tab import SupportConditionsTab +from osdagbridge.desktop.ui.dialogs.tabs.design_options_tab import DesignOptionsTab +from osdagbridge.desktop.ui.dialogs.tabs.design_options_cont_tab import DesignOptionsContTab from osdagbridge.core.bridge_types.plate_girder.ui_fields_additional_input import ( - SUPPORT_CONDITIONS_SCHEMA, DESIGN_OPTIONS_SCHEMA, DESIGN_OPTIONS_CONT_SCHEMA, ) +# ================================================================================= +# CUSTOM COMBOBOX VIEW WITH SMART CURSOR HANDLING +# ================================================================================= + +class ComboBoxItemDelegate(QStyledItemDelegate): + """Delegate that renders disabled items in grey.""" + + def paint(self, painter, option, index): + item = index.model().item(index.row()) + if item and not item.isEnabled(): + # For disabled items, draw background and text in grey + painter.fillRect(option.rect, option.palette.base()) + painter.setPen(QColor(120, 120, 120)) # Grey color + text = index.data() + painter.drawText(option.rect, Qt.AlignLeft | Qt.AlignVCenter, f" {text}") + else: + super().paint(painter, option, index) + +class SmartCursorComboBoxView(QListView): + """Custom list view for combobox that shows pointing hand for enabled items, + forbidden cursor for disabled items, and renders disabled items in grey.""" + + def __init__(self): + super().__init__() + self.setItemDelegate(ComboBoxItemDelegate()) + + def mouseMoveEvent(self, event): + index = self.indexAt(event.pos()) + if index.isValid(): + item = self.model().item(index.row()) + if item and not item.isEnabled(): + self.setCursor(Qt.ForbiddenCursor) + else: + self.setCursor(Qt.PointingHandCursor) + else: + self.setCursor(Qt.PointingHandCursor) + super().mouseMoveEvent(event) + + def leaveEvent(self, event): + self.setCursor(Qt.ArrowCursor) + super().leaveEvent(event) + # ================================================================================= # MAIN IMPLEMENTATION # ================================================================================= @@ -47,8 +84,8 @@ def __init__(self, footpath_value="None", carriageway_width=7.5, parent=None): self.setSizeGripEnabled(True) self.footpath_value = footpath_value self.carriageway_width = carriageway_width - self._member_properties_editable = True - self._last_saved_data = {} # Track last saved state + self.saved_values = {} # Store all input values here + self._member_properties_editable = True # Default to editable self.init_ui() self.setStyleSheet(""" QDialog { @@ -56,7 +93,185 @@ def __init__(self, footpath_value="None", carriageway_width=7.5, parent=None): border: 1px solid #90AF13; } """) + + #this fuction validtes the range for input fields + def _validate_widget(self, widget): + validator = widget.validator() + if not validator: + return None + + text = widget.text().strip() + field_name = widget.objectName().replace("_", " ").title() + + if text == "": + return f"{field_name} cannot be empty." + + try: + value = float(text) + except ValueError: + return f"{field_name} must be a valid number." + + if isinstance(validator, QDoubleValidator) or isinstance(validator, QIntValidator): + bottom = validator.bottom() + top = validator.top() + + if value < bottom or value > top: + return f"{field_name} must be between {bottom} and {top}." + + # ============================== + # SPECIAL: Shear Stud Height + # ============================== + if widget.objectName() == "shear_stud_height": + try: + diameter = float(self.shear_stud_diameter_combo.currentText()) + deck_thickness = float(self.typical_section_tab.deck_thickness.text()) + + dynamic_min = max(4 * diameter, 100) + dynamic_max = deck_thickness - 25 + + if value < dynamic_min or value > dynamic_max: + return ( + f"Shear Stud Height must be between " + f"{dynamic_min:.0f} mm and {dynamic_max:.0f} mm." + ) + except Exception: + pass + + return None + + #This function is set to validate only Three tabs, Add the rest three tabs accordingly + def _validate_all_fields(self): + errors = [] + + # Tabs we want to validate + valid_tabs = [ + self.support_tab, + self.design_options_tab, + self.design_options_cont_tab, + ] + + # Get all QLineEdits in entire dialog + all_line_edits = self.findChildren(QLineEdit) + + for widget in all_line_edits: + + # Skip invisible widgets + if not widget.isVisible(): + continue + + # Check if widget belongs to one of the target tabs + for tab in valid_tabs: + if tab and tab.isAncestorOf(widget): + error = self._validate_widget(widget) + if error: + errors.append(error) + break # Stop checking other tabs + + return errors + + + def _save_inputs(self): + """ + Save additional inputs. + Validate all fields first. + If errors exist -> show popup and DO NOT close dialog. + """ + #this line takes all errors and show them together in the popup + errors = self._validate_all_fields() + + if errors: + error_message = "\n\n".join(f"• {err}" for err in errors) + + self._show_validation_errors(errors) + + return # STOP here, do not close dialog + + # If everything is valid → continue saving + + + self._collect_all_values() + + if hasattr(self, "typical_section_tab") and hasattr(self.typical_section_tab, "save_values"): + self.saved_values.update(self.typical_section_tab.save_values() or {}) + + if hasattr(self, "section_properties_tab"): + if hasattr(self.section_properties_tab, "save_properties"): + self.section_properties_tab.save_properties() + if hasattr(self.section_properties_tab, "save_values"): + self.saved_values.update(self.section_properties_tab.save_values() or {}) + + if hasattr(self, "loading_tab") and hasattr(self.loading_tab, "save_values"): + self.saved_values.update(self.loading_tab.save_values() or {}) + + if hasattr(self, "support_tab") and hasattr(self.support_tab, "save_values"): + self.saved_values.update(self.support_tab.save_values() or {}) + + if hasattr(self, "design_options_tab") and hasattr(self.design_options_tab, "save_values"): + self.saved_values.update(self.design_options_tab.save_values() or {}) + + if hasattr(self, "design_options_cont_tab") and hasattr(self.design_options_cont_tab, "save_values"): + self.saved_values.update(self.design_options_cont_tab.save_values() or {}) + + self.accept() + + #This part checks for all the errors in a particular tab and gives a popup after clicking save. + def _show_validation_errors(self, errors): + message = "\n\n".join(f"• {err}" for err in errors) + + msg = QMessageBox(self) + msg.setIcon(QMessageBox.Warning) + msg.setWindowTitle("Validation Errors") + msg.setText(message) + + msg.setStyleSheet(""" + QMessageBox { + background-color: #ffffff; + } + QMessageBox QLabel { + color: #b00020; + font-size: 12px; + } + QMessageBox QPushButton { + background-color: #f0f0f0; + color: #000000; + border: 1px solid #888888; + border-radius: 4px; + padding: 6px 20px; + min-width: 80px; + } + QMessageBox QPushButton:hover { + background-color: #e0e0e0; + } + """) + + msg.exec() + + def _collect_all_values(self): + """Collect values from all bound widgets across all tabs.""" + # Qt's findChildren doesn't accept a tuple; grab all QWidget descendants and filter + from PySide6.QtWidgets import QWidget + + for widget in self.findChildren(QWidget): + widget_name = widget.objectName() + if not widget_name: + continue + if isinstance(widget, QLineEdit): + self.saved_values[widget_name] = widget.text() + elif isinstance(widget, QComboBox): + self.saved_values[widget_name] = widget.currentText() + elif isinstance(widget, QCheckBox): + self.saved_values[widget_name] = widget.isChecked() + + def get_saved_values(self): + """Return the dictionary of saved values.""" + return self.saved_values.copy() + + # compatibility helper used elsewhere in codebase + def get_all_values(self): + """Alias to get_saved_values for older callers.""" + return self.get_saved_values() + def setupWrapper(self): self.setWindowFlags(Qt.FramelessWindowHint | Qt.WindowSystemMenuHint) @@ -138,18 +353,17 @@ def init_ui(self): self.tabs.addTab(self.loading_tab, "Loading") # Sub-Tab 4: Support Conditions - support_tab = self._build_support_conditions_tab() - self.tabs.addTab(support_tab, "Support Conditions") + self.support_tab = SupportConditionsTab(self) + self.tabs.addTab(self.support_tab, "Support Conditions") # Sub-Tab 5: Analysis/Design Options - design_options_tab = self._build_design_options_tab() - self.tabs.addTab(design_options_tab, "Analysis/Design Options") + self.design_options_tab = DesignOptionsTab(self) + self.tabs.addTab(self.design_options_tab, "Analysis/Design Options") # Sub-Tab 6: Design Options (Cont.) - analysis_design_tab = self._build_design_options_cont_tab() - self.tabs.addTab(analysis_design_tab, "Design Options (Cont.)") - self.tabs.currentChanged.connect(self._on_top_tab_changed) - + self.design_options_cont_tab = DesignOptionsContTab(self) + self.tabs.addTab(self.design_options_cont_tab, "Design Options (Cont.)") + self.tabs.currentChanged.connect(self._on_top_tab_changed) main_layout.addWidget(self.tabs) action_bar, self.defaults_button, self.save_button = create_action_button_bar() @@ -157,12 +371,13 @@ def init_ui(self): self.save_button.clicked.connect(self._save_inputs) main_layout.addSpacing(6) main_layout.addWidget(action_bar) - + # Enforce max 2 decimal places for all double validators in the dialog self._enforce_decimal_places(2) # Normalize existing numeric text to 2 decimal places for consistent display self._normalize_numeric_texts(2) + def _enforce_decimal_places(self, places=2): """Force all QDoubleValidator instances in this dialog to the given decimal places.""" for line_edit in self.findChildren(QLineEdit): @@ -190,31 +405,78 @@ def _create_schema_widget(self, field_def, field_width): if field_type == "combo": widget = QComboBox() - widget.addItems(field_def.get("choices") or []) + choices = field_def.get("choices") or [] + + for choice in choices: + widget.addItem(choice) + + # apply enabled/disabled states if specified + enabled_list = field_def.get("enabled_choices") + if enabled_list is not None: + # after adding items we can disable the others + for idx in range(widget.count()): + text = widget.itemText(idx) + if text not in enabled_list: + item = widget.model().item(idx) + if item is not None: + item.setEnabled(False) + # grey out the text + item.setForeground(Qt.gray) + default = field_def.get("default") if default: widget.setCurrentText(str(default)) + widget.setFixedWidth(field_width) + # use custom view with smart cursor handling for disabled items + try: + custom_view = SmartCursorComboBoxView() + widget.setView(custom_view) + except Exception: + pass + + if field_def.get("id") == "shear_stud_diameter": + widget.currentTextChanged.connect( + lambda: self._validate_widget(self.shear_stud_spacing_input), + ) + elif field_type == "checkbox": widget = QCheckBox(field_def.get("label", "")) widget.setChecked(bool(field_def.get("default", False))) - else: + + elif field_type == "label": + widget = QLabel(field_def.get("default", "")) + widget.setFixedWidth(field_width) + + elif field_type in ["line", "number"]: widget = QLineEdit() + default = field_def.get("default") if default is not None: widget.setText(str(default)) + widget.setProperty("default_value", default) validator_def = field_def.get("validator") - if validator_def and validator_def.get("type") == "double_range": - bottom = validator_def.get("bottom", 0.0) - top = validator_def.get("top", 1e9) - decimals = validator_def.get("decimals", 2) - widget.setValidator(QDoubleValidator(bottom, top, decimals)) - placeholder = field_def.get("placeholder") - if placeholder: - widget.setPlaceholderText(placeholder) + + if validator_def: + if validator_def.get("type") == "double_range": + bottom = validator_def.get("bottom", 0.0) + top = validator_def.get("top", 1e9) + decimals = validator_def.get("decimals", 2) + validator = QDoubleValidator(bottom, top, decimals) + widget.setValidator(validator) + # placeholder showing range + widget.setPlaceholderText(f"{bottom} - {top}") + + elif validator_def.get("type") == "int_range": + bottom = validator_def.get("bottom", 0) + top = validator_def.get("top", 1_000_000) + validator = QIntValidator(bottom, top) + widget.setValidator(validator) + widget.setPlaceholderText(f"{bottom} - {top}") + widget.setFixedWidth(field_width) - if field_type != "checkbox": + if field_type not in ["checkbox", "label"]: apply_field_style(widget) bind_name = field_def.get("bind") @@ -256,44 +518,66 @@ def _apply_defaults(self): self.section_properties_tab.reset_defaults() return - # Other tabs: best-effort reset if supported. - if current_widget is not None and hasattr(current_widget, "reset_defaults"): - try: - current_widget.reset_defaults() - return - except Exception: - pass + for i in range(self.loading_tab.load_tabs.count()): + tab = self.loading_tab.load_tabs.widget(i) + if hasattr(tab, "reset_defaults"): + tab.reset_defaults() + + if hasattr(self, "typical_section_tab") and hasattr(self.typical_section_tab, "reset_defaults"): + self.typical_section_tab.reset_defaults() + if hasattr(self, "section_properties_tab") and hasattr(self.section_properties_tab, "reset_defaults"): + self.section_properties_tab.reset_defaults() + if not (hasattr(self, "typical_section_tab") or hasattr(self, "section_properties_tab")): + self._show_placeholder_message("Defaults") + if hasattr(self, "left_support_combo"): + self.left_support_combo.setCurrentText("Pinned") + if hasattr(self, "right_support_combo"): + self.right_support_combo.setCurrentText("Roller") + if hasattr(self, "bearing_length_input"): + self.bearing_length_input.setText("400") + + # -------- Reset Design Options -------- + for card in DESIGN_OPTIONS_SCHEMA.get("cards", []): + for section in card.get("sections", []): + for field in section.get("fields", []): + bind_name = field.get("bind") + default_value = field.get("default") + + if bind_name and default_value is not None and hasattr(self, bind_name): + widget = getattr(self, bind_name) + + if isinstance(widget, QLineEdit): + widget.setText(str(default_value)) + + elif isinstance(widget, QComboBox): + widget.setCurrentText(str(default_value)) + + # -------- Reset Design Options (Cont.) -------- + for section in DESIGN_OPTIONS_CONT_SCHEMA.get("sections", []): + # Normal fields + for field in section.get("fields", []): + bind_name = field.get("bind") + default_value = field.get("default") + + if bind_name and default_value is not None and hasattr(self, bind_name): + widget = getattr(self, bind_name) + if isinstance(widget, QLineEdit): + widget.setText(str(default_value)) + elif isinstance(widget, QComboBox): + widget.setCurrentText(str(default_value)) + + # Checkbox groups (Limit States) + for group in section.get("checkbox_groups", []): + bind_name = group.get("bind") + default_checked = group.get("default_checked", False) + + if bind_name and hasattr(self, bind_name): + checkboxes = getattr(self, bind_name) + for cb in checkboxes: + cb.setChecked(default_checked) self._show_placeholder_message("Defaults") - def _save_inputs(self): - saved = {} - try: - if hasattr(self, "section_properties_tab") and hasattr(self.section_properties_tab, "save_properties"): - saved.update(self.section_properties_tab.save_properties() or {}) - except Exception as exc: - # If saving fails, the old code would never reach the confirmation popup. - box = QMessageBox(self) - box.setIcon(QMessageBox.Critical) - box.setWindowTitle("Save Failed") - box.setText(f"Could not save inputs.\n\n{exc}") - box.setStandardButtons(QMessageBox.Ok) - box.exec() - return - - # Store the saved data for later retrieval - self._last_saved_data = saved - - # Confirm save to the user (requested behavior). Use an explicit message box - # instance so it stays on top of the frameless dialog. - box = QMessageBox(self) - box.setIcon(QMessageBox.Information) - box.setWindowTitle("Saved") - box.setText("Inputs saved successfully.") - box.setStandardButtons(QMessageBox.Ok) - box.setDefaultButton(QMessageBox.Ok) - box.setWindowModality(Qt.ApplicationModal) - box.exec() def _build_sections_from_schema(self, parent_layout, sections, heading_style, label_style, field_width): for section in sections: @@ -315,11 +599,15 @@ def _build_sections_from_schema(self, parent_layout, sections, heading_style, la vbox.setContentsMargins(16, 24, 16, 16) vbox.setSpacing(12) checkboxes = [] + default_checked = group.get("default_checked", False) + for text in group.get("items", []): cb = QCheckBox(text) + cb.setChecked(default_checked) cb.setStyleSheet("QCheckBox { font-size: 11px; color: #333333; background: transparent; spacing: 8px; }") vbox.addWidget(cb) checkboxes.append(cb) + bind_name = group.get("bind") if bind_name: @@ -350,15 +638,30 @@ def _build_sections_from_schema(self, parent_layout, sections, heading_style, la for field_def in section.get("fields", []): row_fields = field_def.get("row_fields") if row_fields: - col = 0 - for inline_def in row_fields: - lbl = QLabel(inline_def.get("label", "")) - lbl.setStyleSheet(label_style) - grid.addWidget(lbl, row_index, col, Qt.AlignLeft | Qt.AlignVCenter) - widget = self._create_schema_widget(inline_def, inline_def.get("width", section_field_width)) - grid.addWidget(widget, row_index, col + 1, Qt.AlignLeft) - col += 2 - row_index += 1 + row_layout = QHBoxLayout() + row_layout.setSpacing(8) # reduce gap + row_layout.setContentsMargins(0, 0, 0, 0) + + for i, inline_def in enumerate(row_fields): + + if inline_def.get("type") == "label": + lbl = QLabel(inline_def.get("label", "")) + lbl.setStyleSheet(label_style) + row_layout.addWidget(lbl) + + # Add extra spacing only after "Limit :" + if inline_def.get("after_spacing"): + row_layout.addSpacing(inline_def["after_spacing"]) + + else: + widget = self._create_schema_widget( + inline_def, + inline_def.get("width", section_field_width) + ) + row_layout.addWidget(widget) + + row_layout.addStretch() # keep left aligned + parent_layout.addLayout(row_layout) continue field_type = field_def.get("type") @@ -369,125 +672,30 @@ def _build_sections_from_schema(self, parent_layout, sections, heading_style, la continue lbl = QLabel(field_def.get("label", "")) + lbl.setTextFormat(Qt.RichText) lbl.setStyleSheet(label_style) grid.addWidget(lbl, row_index, 0, Qt.AlignLeft | Qt.AlignVCenter) widget = self._create_schema_widget(field_def, section_field_width) - grid.addWidget(widget, row_index, 1, Qt.AlignLeft) - row_index += 1 - - parent_layout.addLayout(grid) - - def _build_support_conditions_tab(self): - """Build the Support Conditions tab using schema-driven sections.""" - widget = QWidget() - widget.setStyleSheet("background-color: #f5f5f5;") - - main_layout = QVBoxLayout(widget) - main_layout.setContentsMargins(12, 12, 12, 12) - main_layout.setSpacing(12) - - card_style = "QFrame { border: 1px solid #b2b2b2; border-radius: 8px; background-color: #ffffff; }" - heading_style = "font-size: 12px; font-weight: 700; color: #2b2b2b; background: transparent; border: none;" - label_style = "font-size: 11px; color: #3a3a3a; background: transparent; border: none;" - field_width = 160 - - card = QFrame() - card.setStyleSheet(card_style) - card_layout = QVBoxLayout(card) - card_layout.setContentsMargins(16, 16, 16, 16) - card_layout.setSpacing(12) - - self._build_sections_from_schema( - card_layout, - SUPPORT_CONDITIONS_SCHEMA.get("sections", []), - heading_style, - label_style, - field_width, - ) - - card_layout.addStretch() - main_layout.addWidget(card) - main_layout.addStretch() + # Create vertical container for error + field + field_container = QVBoxLayout() + field_container.setContentsMargins(0, 0, 0, 0) + field_container.setSpacing(2) - return widget - - def _build_design_options_tab(self): - """Build the Design Options tab matching reference design""" - widget = QWidget() - widget.setStyleSheet("background-color: #f5f5f5;") - - main_layout = QVBoxLayout(widget) - main_layout.setContentsMargins(12, 12, 12, 12) - main_layout.setSpacing(12) - card_style = "QFrame { border: 1px solid #b2b2b2; border-radius: 8px; background-color: #ffffff; }" - label_style = "font-size: 11px; color: #3a3a3a; background: transparent; border: none;" - heading_style = "font-size: 12px; font-weight: 700; color: #2b2b2b; background: transparent; border: none;" - default_field_width = 150 - - for card_schema in DESIGN_OPTIONS_SCHEMA.get("cards", []): - card = QFrame() - card.setStyleSheet(card_style) - card_layout = QVBoxLayout(card) - card_layout.setContentsMargins(16, 14, 16, 14) - card_layout.setSpacing(10) - - card_title = card_schema.get("title") - if card_title: - title_lbl = QLabel(f"{card_title}:") - title_lbl.setStyleSheet(heading_style) - card_layout.addWidget(title_lbl) + error_label = getattr(widget, "_error_label", None) + if error_label is not None: + field_container.addWidget(error_label) - self._build_sections_from_schema( - card_layout, - card_schema.get("sections", []), - heading_style, - label_style, - card_schema.get("field_width", default_field_width), - ) + field_container.addWidget(widget) - main_layout.addWidget(card) + container_widget = QWidget() + container_widget.setLayout(field_container) - main_layout.addStretch() - - return widget - - def _build_design_options_cont_tab(self): - """Build the Design Options (Cont.) tab to match provided layout""" - widget = QWidget() - widget.setStyleSheet("background-color: #f5f5f5;") - - scroll = QScrollArea() - scroll.setWidgetResizable(True) - scroll.setFrameShape(QFrame.NoFrame) - scroll.setStyleSheet("QScrollArea { background: transparent; border: none; }") - - scroll_content = QWidget() - scroll_content.setStyleSheet("background-color: #f5f5f5;") - main_layout = QVBoxLayout(scroll_content) - main_layout.setContentsMargins(20, 20, 20, 20) - main_layout.setSpacing(16) - - label_style = "font-size: 11px; color: #333333; background: transparent; border: none;" - heading_style = "font-size: 12px; font-weight: 700; color: #2b2b2b; background: transparent; border: none;" - - self._build_sections_from_schema( - main_layout, - DESIGN_OPTIONS_CONT_SCHEMA.get("sections", []), - heading_style, - label_style, - 140, - ) - - main_layout.addStretch() + grid.addWidget(container_widget, row_index, 1, Qt.AlignLeft) + row_index += 1 - scroll.setWidget(scroll_content) - - outer_layout = QVBoxLayout(widget) - outer_layout.setContentsMargins(0, 0, 0, 0) - outer_layout.addWidget(scroll) + parent_layout.addLayout(grid) - return widget def update_footpath_value(self, footpath_value): """Update footpath value across all tabs""" diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/design_options_cont_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/design_options_cont_tab.py new file mode 100644 index 000000000..dff1f2eca --- /dev/null +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/design_options_cont_tab.py @@ -0,0 +1,175 @@ +from PySide6.QtWidgets import ( + QWidget, + QVBoxLayout, + QFrame, + QLabel, + QScrollArea, + QHBoxLayout, + QGroupBox, + QCheckBox, +) +from PySide6.QtCore import Qt + +from osdagbridge.core.bridge_types.plate_girder.ui_fields_additional_input import ( + DESIGN_OPTIONS_CONT_SCHEMA, +) + + +class DesignOptionsContTab(QWidget): + """ + Design Options (Cont.) Tab + Includes scroll area and limit state checkbox groups + """ + + def __init__(self, parent_dialog): + super().__init__() + self.parent_dialog = parent_dialog + self.init_ui() + + def save_values(self): + """Collect and return all design option (cont.) values.""" + values = {} + for field_name in dir(self.parent_dialog): + if field_name.endswith("_combo") or field_name.endswith("_input"): + widget = getattr(self.parent_dialog, field_name, None) + if widget: + from PySide6.QtWidgets import QLineEdit, QComboBox + if isinstance(widget, QLineEdit): + values[field_name] = widget.text() + elif isinstance(widget, QComboBox): + values[field_name] = widget.currentText() + return values + + def init_ui(self): + #Changed Bg color + self.setStyleSheet("background-color: #ffffff;") + + #Scroll Area + scroll = QScrollArea() + scroll.setWidgetResizable(True) + scroll.setFrameShape(QFrame.NoFrame) + scroll.setStyleSheet( + "QScrollArea { background: transparent; border: none; }" + ) + + scroll_content = QWidget() + scroll_content.setStyleSheet("background-color: #ffffff;") + + main_layout = QVBoxLayout(scroll_content) + main_layout.setContentsMargins(20, 20, 20, 20) + main_layout.setSpacing(16) + + card_style = """ + QFrame { + border: 1px solid #b2b2b2; + border-radius: 8px; + background-color: #ffffff; + } + """ + + heading_style = """ + font-size: 12px; + font-weight: 700; + color: #2b2b2b; + background: transparent; + border: none; + """ + + label_style = """ + font-size: 11px; + color: #3a3a3a; + background: transparent; + border: none; + """ + + field_width = 150 + + for section in DESIGN_OPTIONS_CONT_SCHEMA.get("sections", []): + + # -------- LIMIT STATES (Checkbox Groups) -------- + if section.get("checkbox_groups"): + + title_lbl = QLabel(section.get("title", "")) + title_lbl.setStyleSheet(""" + font-size: 12px; + font-weight: 700; + color: #000000; + margin-left: 4px; + """) + main_layout.addWidget(title_lbl, alignment=Qt.AlignLeft) + + groups_layout = QHBoxLayout() + groups_layout.setSpacing(20) + + for group in section.get("checkbox_groups", []): + box = QGroupBox(group.get("title", "")) + box.setStyleSheet(""" + QGroupBox { + border: 1px solid #000000; + border-radius: 8px; + margin-top: 12px; + padding: 8px; + background-color: #ffffff; + } + QGroupBox::title { + subcontrol-origin: margin; + subcontrol-position: top left; + left: 12px; + padding: 0 6px; + background-color: #ffffff; + font-weight: 600; + font-size: 11px; + color: #000000; + } + """) + + vbox = QVBoxLayout(box) + vbox.setContentsMargins(16, 20, 16, 16) + vbox.setSpacing(8) + + checkboxes = [] + for text in group.get("items", []): + cb = QCheckBox(text) + cb.setStyleSheet(""" + QCheckBox { + font-size: 11px; + color: #333333; + spacing: 6px; + } + """) + vbox.addWidget(cb) + checkboxes.append(cb) + vbox.addStretch() + # bind to parent dialog + setattr(self.parent_dialog, group.get("bind"), checkboxes) + + groups_layout.addWidget(box) + + main_layout.addLayout(groups_layout) + continue + + # -------- NORMAL CARD SECTIONS -------- + card = QFrame() + card.setStyleSheet(card_style) + + card_layout = QVBoxLayout(card) + card_layout.setContentsMargins(16, 16, 16, 16) + card_layout.setSpacing(10) + + self.parent_dialog._build_sections_from_schema( + card_layout, + [section], + heading_style, + label_style, + field_width, + ) + + main_layout.addWidget(card) + + main_layout.addStretch() + + scroll.setWidget(scroll_content) + + outer_layout = QVBoxLayout(self) + outer_layout.setContentsMargins(0, 0, 0, 0) + outer_layout.addWidget(scroll) \ No newline at end of file diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/design_options_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/design_options_tab.py new file mode 100644 index 000000000..8b1a23cb6 --- /dev/null +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/design_options_tab.py @@ -0,0 +1,128 @@ +from PySide6.QtWidgets import ( + QWidget, + QVBoxLayout, + QFrame, + QLabel, + QScrollArea, +) +from PySide6.QtCore import Qt + +from osdagbridge.core.bridge_types.plate_girder.ui_fields_additional_input import ( + DESIGN_OPTIONS_SCHEMA, +) + + +class DesignOptionsTab(QWidget): + """ + Design Options Tab + Schema-driven UI matching Osdag card layout + Now includes vertical scroll support + """ + + def __init__(self, parent_dialog): + super().__init__() + self.parent_dialog = parent_dialog + self.init_ui() + + def save_values(self): + """Collect and return all design option values.""" + values = {} + for field_name in dir(self.parent_dialog): + if field_name.endswith("_combo") or field_name.endswith("_input"): + widget = getattr(self.parent_dialog, field_name, None) + if widget: + from PySide6.QtWidgets import QLineEdit, QComboBox + if isinstance(widget, QLineEdit): + values[field_name] = widget.text() + elif isinstance(widget, QComboBox): + values[field_name] = widget.currentText() + return values + + def init_ui(self): + # Changed Bg color + self.setStyleSheet("background-color: #f5f5f5;") + + # Scroll Area Setup + scroll = QScrollArea() + scroll.setWidgetResizable(True) + scroll.setFrameShape(QFrame.NoFrame) + scroll.setHorizontalScrollBarPolicy(Qt.ScrollBarAlwaysOff) + scroll.setVerticalScrollBarPolicy(Qt.ScrollBarAsNeeded) + + scroll.setStyleSheet(""" + QScrollArea { + border: none; + background-color: #f5f5f5; + } + """) + + # Scroll content container + scroll_content = QWidget() + scroll_content.setStyleSheet("background-color: #ffffff;") + + main_layout = QVBoxLayout(scroll_content) + main_layout.setContentsMargins(12, 12, 12, 12) + main_layout.setSpacing(12) + + card_style = """ + QFrame { + border: 1px solid #b2b2b2; + border-radius: 8px; + background-color: #ffffff; + } + """ + + heading_style = """ + font-size: 12px; + font-weight: 700; + color: #2b2b2b; + background: transparent; + border: none; + """ + + label_style = """ + font-size: 11px; + color: #3a3a3a; + background: transparent; + border: none; + """ + + default_field_width = 150 + + + # Built Cards from Schema + for card_schema in DESIGN_OPTIONS_SCHEMA.get("cards", []): + + card = QFrame() + card.setStyleSheet(card_style) + + card_layout = QVBoxLayout(card) + card_layout.setContentsMargins(16, 14, 16, 14) + card_layout.setSpacing(10) + + card_title = card_schema.get("title") + if card_title: + title_lbl = QLabel(f"{card_title}") + title_lbl.setStyleSheet(heading_style) + card_layout.addWidget(title_lbl) + + # Reuse parent dialog schema renderer + self.parent_dialog._build_sections_from_schema( + card_layout, + card_schema.get("sections", []), + heading_style, + label_style, + card_schema.get("field_width", default_field_width), + ) + + main_layout.addWidget(card) + + # Push everything up + main_layout.addStretch() + + # Final scroll wiring + scroll.setWidget(scroll_content) + + outer_layout = QVBoxLayout(self) + outer_layout.setContentsMargins(0, 0, 0, 0) + outer_layout.addWidget(scroll) \ No newline at end of file diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/support_conditions_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/support_conditions_tab.py new file mode 100644 index 000000000..86306cfaf --- /dev/null +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/support_conditions_tab.py @@ -0,0 +1,86 @@ +from PySide6.QtWidgets import QWidget, QVBoxLayout, QFrame +from osdagbridge.core.bridge_types.plate_girder.ui_fields_additional_input import SUPPORT_CONDITIONS_SCHEMA + + +class SupportConditionsTab(QWidget): + + def __init__(self, parent_dialog): + super().__init__() + self.setObjectName("support_tab_widget") + self.parent_dialog = parent_dialog + self.init_ui() + + def save_values(self): + """Save support conditions values.""" + values = {} + if hasattr(self.parent_dialog, "left_support_combo"): + values["left_support"] = self.parent_dialog.left_support_combo.currentText() + if hasattr(self.parent_dialog, "right_support_combo"): + values["right_support"] = self.parent_dialog.right_support_combo.currentText() + if hasattr(self.parent_dialog, "bearing_length_input"): + values["bearing_length"] = self.parent_dialog.bearing_length_input.text() + return values + + def reset_defaults(self): + """Reset to default values.""" + if hasattr(self.parent_dialog, "left_support_combo"): + self.parent_dialog.left_support_combo.setCurrentText("Pinned") + if hasattr(self.parent_dialog, "right_support_combo"): + self.parent_dialog.right_support_combo.setCurrentText("Roller") + if hasattr(self.parent_dialog, "bearing_length_input"): + self.parent_dialog.bearing_length_input.setText("400") + + def init_ui(self): + + self.setStyleSheet(""" + + + #support_tab_widget QLabel { + border: none; + background: transparent; + padding: 0; + border-radius: 0; + } + #support_tab_widget { + background-color: #f5f5f5; + } + + """) + + main_layout = QVBoxLayout() + self.setLayout(main_layout) + main_layout.setContentsMargins(12, 12, 12, 12) + main_layout.setSpacing(12) + + card = QFrame() + card.setObjectName("support_card") + card.setStyleSheet(""" + QFrame#support_card { + border: 1px solid #b2b2b2; + border-radius: 8px; + background-color: #ffffff; + } + /* this selector is even more specific than the app stylesheet */ + QFrame#support_card QLabel { + background: transparent; + border: none; + border-radius: 0; + padding: 0; + } + """) + + card_layout = QVBoxLayout(card) + card_layout.setContentsMargins(16, 16, 16, 16) + card_layout.setSpacing(12) + + + self.parent_dialog._build_sections_from_schema( + card_layout, + SUPPORT_CONDITIONS_SCHEMA["sections"], + "font-size: 12px; font-weight: 700; color: #2b2b2b;", + "font-size: 11px; color: #3a3a3a;", + 160, + ) + + main_layout.addWidget(card) + main_layout.addStretch() \ No newline at end of file From 234e82b1c1a262c0b37812f30f066dce8f33e817 Mon Sep 17 00:00:00 2001 From: Jatin1628 Date: Wed, 4 Mar 2026 17:17:39 +0530 Subject: [PATCH 079/225] Removed uneccessary code from this file Fixed the coming soon error when clicking defaults created seperate cards for support conditions and bearing length Changed Structure of additional inputs and make seperate files for utils Made changes in schema to make default values upto two decimal Made Cleaner structure for additional inputs and shifted defaults to respective fields Removed validation.py and moved validation to seperate tabs minor fixes to additional inputs Fixed the inputs saved issue --- .../ui_fields_additional_input.py | 28 +- .../desktop/ui/dialogs/additional_inputs.py | 347 +++++++----------- .../dialogs/tabs/design_options_cont_tab.py | 86 ++++- .../ui/dialogs/tabs/design_options_tab.py | 112 +++++- .../ui/dialogs/tabs/support_conditions_tab.py | 102 +++-- .../desktop/ui/utils/combobox_utils.py | 91 +++++ 6 files changed, 494 insertions(+), 272 deletions(-) create mode 100644 src/osdagbridge/desktop/ui/utils/combobox_utils.py diff --git a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields_additional_input.py b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields_additional_input.py index da92c0edc..cc5c8590e 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields_additional_input.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields_additional_input.py @@ -1153,7 +1153,7 @@ "id": "bearing_length", "label": "Bearing Length Value (mm)", "type": "line", - "default": "400", + "default": "400.00", "placeholder": "Length", "bind": "bearing_length_input", "validator": { @@ -1230,10 +1230,10 @@ "bind": "top_clear_cover_input", "label": "Top Clear Cover (mm)", "type": "number", - "default": 50.0, + "default": 50.00, "validator": { "type": "double_range", - "bottom": 40.0, + "bottom": 40.00, "top": 75.0, "decimals": 1, }, @@ -1244,7 +1244,7 @@ "id": "bottom_clear_cover", "label": "Bottom Clear Cover (mm)", "type": "number", - "default": 40.0, + "default": 40.00, "validator": { "type": "double_range", "bottom": 35.0, @@ -1283,7 +1283,7 @@ "id": "shear_stud_yield_strength", "label": "Yield Strength (MPa)", "type": "line", - "default": "385", + "default": "385.00", "validator": { "type": "double_range", "bottom": 350, @@ -1296,7 +1296,7 @@ "id": "shear_stud_ultimate_strength", "label": "Ultimate Strength (MPa)", "type": "line", - "default": "495", + "default": "495.00", "validator": { "type": "double_range", "bottom": 350, @@ -1317,7 +1317,7 @@ "id": "shear_stud_height", "label": "Height (mm)", "type": "line", - "default": "100", + "default": "100.00", "validator": { "type": "double_range", "bottom": 0.0, @@ -1338,7 +1338,7 @@ "id": "shear_stud_transverse_spacing", "label": "Transverse Spacing (mm)", "type": "line", - "default": "100", + "default": "100.00", "validator": { "type": "double_range", "bottom": 0.0, @@ -1367,7 +1367,7 @@ "id": "gamma_c_basic", "label": "Concrete basic & seismic, γc", "type": "line", - "default": "1.5", + "default": "1.50", "bind": "gamma_c_basic_input", "validator": { "type": "double_range", @@ -1381,7 +1381,7 @@ "id": "gamma_c_accidental", "label": "Concrete Accidental, γc", "type": "line", - "default": "1.2", + "default": "1.20", "bind": "gamma_c_accidental_input", "validator": { "type": "double_range", @@ -1395,7 +1395,7 @@ "id": "gamma_m0", "label": "Structural steel for Yielding and Buckling, γM0", "type": "line", - "default": "1.1", + "default": "1.10", "bind": "gamma_m0_input", "validator": { "type": "double_range", @@ -1451,7 +1451,7 @@ "id": "gamma_flt", "label": "Fatigue Load, γflt", "type": "line", - "default": "1", + "default": "1.00", "bind": "gamma_flt_input", "validator": { "type": "double_range", @@ -1481,7 +1481,7 @@ { "title": "Resistance to Fatigue", "fields": [ - {"id": "load_cycles", "label": "Number of Load Cycles", "type": "line", "default": "2000000", "bind": "load_cycles_input", + {"id": "load_cycles", "label": "Number of Load Cycles", "type": "line", "default": "2000000.00", "bind": "load_cycles_input", "validator": { "type": "double_range", "bottom": 100000, @@ -1500,7 +1500,7 @@ "row_fields": [ {"label": "Limit :", "type": "label","after_spacing": 408}, {"label": "L /", "type": "label"}, - {"id": "limit_l", "label": "", "type": "line", "default": "600", "bind": "limit_input", "width": 150, + {"id": "limit_l", "label": "", "type": "line", "default": "600.00", "bind": "limit_input", "width": 150, "validator": { "type": "int_range", "bottom": 300, diff --git a/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py b/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py index 9f1eb608c..10c300920 100644 --- a/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py +++ b/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py @@ -15,59 +15,19 @@ from osdagbridge.core.utils.common import * from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style, create_action_button_bar - from osdagbridge.desktop.ui.dialogs.tabs.typical_section_details import TypicalSectionDetailsTab, show_warning from osdagbridge.desktop.ui.dialogs.tabs.section_properties_tab import SectionPropertiesTab from osdagbridge.desktop.ui.dialogs.tabs.loading_tab import LoadingTab from osdagbridge.desktop.ui.dialogs.tabs.support_conditions_tab import SupportConditionsTab from osdagbridge.desktop.ui.dialogs.tabs.design_options_tab import DesignOptionsTab from osdagbridge.desktop.ui.dialogs.tabs.design_options_cont_tab import DesignOptionsContTab +from osdagbridge.desktop.ui.utils.combobox_utils import SmartCursorComboBoxView from osdagbridge.core.bridge_types.plate_girder.ui_fields_additional_input import ( DESIGN_OPTIONS_SCHEMA, DESIGN_OPTIONS_CONT_SCHEMA, ) -# ================================================================================= -# CUSTOM COMBOBOX VIEW WITH SMART CURSOR HANDLING -# ================================================================================= -class ComboBoxItemDelegate(QStyledItemDelegate): - """Delegate that renders disabled items in grey.""" - - def paint(self, painter, option, index): - item = index.model().item(index.row()) - if item and not item.isEnabled(): - # For disabled items, draw background and text in grey - painter.fillRect(option.rect, option.palette.base()) - painter.setPen(QColor(120, 120, 120)) # Grey color - text = index.data() - painter.drawText(option.rect, Qt.AlignLeft | Qt.AlignVCenter, f" {text}") - else: - super().paint(painter, option, index) - -class SmartCursorComboBoxView(QListView): - """Custom list view for combobox that shows pointing hand for enabled items, - forbidden cursor for disabled items, and renders disabled items in grey.""" - - def __init__(self): - super().__init__() - self.setItemDelegate(ComboBoxItemDelegate()) - - def mouseMoveEvent(self, event): - index = self.indexAt(event.pos()) - if index.isValid(): - item = self.model().item(index.row()) - if item and not item.isEnabled(): - self.setCursor(Qt.ForbiddenCursor) - else: - self.setCursor(Qt.PointingHandCursor) - else: - self.setCursor(Qt.PointingHandCursor) - super().mouseMoveEvent(event) - - def leaveEvent(self, event): - self.setCursor(Qt.ArrowCursor) - super().leaveEvent(event) # ================================================================================= # MAIN IMPLEMENTATION @@ -84,8 +44,9 @@ def __init__(self, footpath_value="None", carriageway_width=7.5, parent=None): self.setSizeGripEnabled(True) self.footpath_value = footpath_value self.carriageway_width = carriageway_width + self._member_properties_editable = True + self._last_saved_data = {} self.saved_values = {} # Store all input values here - self._member_properties_editable = True # Default to editable self.init_ui() self.setStyleSheet(""" QDialog { @@ -93,128 +54,87 @@ def __init__(self, footpath_value="None", carriageway_width=7.5, parent=None): border: 1px solid #90AF13; } """) - - #this fuction validtes the range for input fields - def _validate_widget(self, widget): - validator = widget.validator() - if not validator: - return None - - text = widget.text().strip() - field_name = widget.objectName().replace("_", " ").title() - - if text == "": - return f"{field_name} cannot be empty." - - try: - value = float(text) - except ValueError: - return f"{field_name} must be a valid number." - - if isinstance(validator, QDoubleValidator) or isinstance(validator, QIntValidator): - bottom = validator.bottom() - top = validator.top() - - if value < bottom or value > top: - return f"{field_name} must be between {bottom} and {top}." - - # ============================== - # SPECIAL: Shear Stud Height - # ============================== - if widget.objectName() == "shear_stud_height": - try: - diameter = float(self.shear_stud_diameter_combo.currentText()) - deck_thickness = float(self.typical_section_tab.deck_thickness.text()) - - dynamic_min = max(4 * diameter, 100) - dynamic_max = deck_thickness - 25 - - if value < dynamic_min or value > dynamic_max: - return ( - f"Shear Stud Height must be between " - f"{dynamic_min:.0f} mm and {dynamic_max:.0f} mm." - ) - except Exception: - pass - - return None - - #This function is set to validate only Three tabs, Add the rest three tabs accordingly - def _validate_all_fields(self): - errors = [] - - # Tabs we want to validate - valid_tabs = [ - self.support_tab, - self.design_options_tab, - self.design_options_cont_tab, - ] - - # Get all QLineEdits in entire dialog - all_line_edits = self.findChildren(QLineEdit) - - for widget in all_line_edits: - - # Skip invisible widgets - if not widget.isVisible(): - continue - - # Check if widget belongs to one of the target tabs - for tab in valid_tabs: - if tab and tab.isAncestorOf(widget): - error = self._validate_widget(widget) - if error: - errors.append(error) - break # Stop checking other tabs - - return errors - def _save_inputs(self): + saved = {} """ Save additional inputs. Validate all fields first. If errors exist -> show popup and DO NOT close dialog. """ - #this line takes all errors and show them together in the popup - errors = self._validate_all_fields() + #calls validate_widgets_in_tabs which validates all the fields in the following tabs + + #this funciton now asks all tabs to validate themselves + errors = [] - if errors: - error_message = "\n\n".join(f"• {err}" for err in errors) + for tab in [ + self.support_tab, + self.design_options_tab, + self.design_options_cont_tab, + ]: + if hasattr(tab, "validate_tab"): + tab_errors = tab.validate_tab() + if tab_errors: + errors.extend(tab_errors) + if errors: self._show_validation_errors(errors) - - return # STOP here, do not close dialog - + return # If everything is valid → continue saving - + #clears dictionary before saving new values + self.saved_values.clear() + #collects all inputs self._collect_all_values() - if hasattr(self, "typical_section_tab") and hasattr(self.typical_section_tab, "save_values"): - self.saved_values.update(self.typical_section_tab.save_values() or {}) + saved = self.saved_values.copy() + + tabs = [ + getattr(self, "typical_section_tab", None), + getattr(self, "section_properties_tab", None), + getattr(self, "loading_tab", None), + getattr(self, "support_tab", None), + getattr(self, "design_options_tab", None), + getattr(self, "design_options_cont_tab", None), + ] - if hasattr(self, "section_properties_tab"): - if hasattr(self.section_properties_tab, "save_properties"): - self.section_properties_tab.save_properties() - if hasattr(self.section_properties_tab, "save_values"): - self.saved_values.update(self.section_properties_tab.save_values() or {}) + for tab in tabs: + if not tab: + continue - if hasattr(self, "loading_tab") and hasattr(self.loading_tab, "save_values"): - self.saved_values.update(self.loading_tab.save_values() or {}) + # save simple UI values + if hasattr(tab, "save_values"): + saved.update(tab.save_values() or {}) - if hasattr(self, "support_tab") and hasattr(self.support_tab, "save_values"): - self.saved_values.update(self.support_tab.save_values() or {}) + # save complex data structures + if hasattr(tab, "save_properties"): + saved.update(tab.save_properties() or {}) - if hasattr(self, "design_options_tab") and hasattr(self.design_options_tab, "save_values"): - self.saved_values.update(self.design_options_tab.save_values() or {}) + self._last_saved_data = saved - if hasattr(self, "design_options_cont_tab") and hasattr(self.design_options_cont_tab, "save_values"): - self.saved_values.update(self.design_options_cont_tab.save_values() or {}) + box = QMessageBox(self) + box.setIcon(QMessageBox.Information) + box.setWindowTitle("Saved") + box.setText("Inputs saved successfully.") + box.setStandardButtons(QMessageBox.Ok) + box.setDefaultButton(QMessageBox.Ok) + box.setWindowModality(Qt.ApplicationModal) + + box.setStyleSheet(""" + QMessageBox { + background-color: #ffffff; + } + + QMessageBox QLabel { + color: #2b2b2b; + font-size: 12px; + } + """) + + box.exec() - self.accept() + # self.accept() - #This part checks for all the errors in a particular tab and gives a popup after clicking save. def _show_validation_errors(self, errors): message = "\n\n".join(f"• {err}" for err in errors) @@ -239,17 +159,13 @@ def _show_validation_errors(self, errors): padding: 6px 20px; min-width: 80px; } - QMessageBox QPushButton:hover { - background-color: #e0e0e0; - } """) - msg.exec() + msg.exec() def _collect_all_values(self): """Collect values from all bound widgets across all tabs.""" # Qt's findChildren doesn't accept a tuple; grab all QWidget descendants and filter - from PySide6.QtWidgets import QWidget for widget in self.findChildren(QWidget): widget_name = widget.objectName() @@ -331,6 +247,7 @@ def init_ui(self): color: #ffffff; } """) + self._last_top_tab_index = 0 # Sub-Tab 1: Typical Section Details @@ -363,6 +280,8 @@ def init_ui(self): # Sub-Tab 6: Design Options (Cont.) self.design_options_cont_tab = DesignOptionsContTab(self) self.tabs.addTab(self.design_options_cont_tab, "Design Options (Cont.)") + + self.tabs.currentChanged.connect(self._on_top_tab_changed) main_layout.addWidget(self.tabs) @@ -435,11 +354,6 @@ def _create_schema_widget(self, field_def, field_width): except Exception: pass - if field_def.get("id") == "shear_stud_diameter": - widget.currentTextChanged.connect( - lambda: self._validate_widget(self.shear_stud_spacing_input), - ) - elif field_type == "checkbox": widget = QCheckBox(field_def.get("label", "")) widget.setChecked(bool(field_def.get("default", False))) @@ -518,66 +432,27 @@ def _apply_defaults(self): self.section_properties_tab.reset_defaults() return + if current_widget is getattr(self, "loading_tab", None): for i in range(self.loading_tab.load_tabs.count()): tab = self.loading_tab.load_tabs.widget(i) if hasattr(tab, "reset_defaults"): tab.reset_defaults() - - if hasattr(self, "typical_section_tab") and hasattr(self.typical_section_tab, "reset_defaults"): - self.typical_section_tab.reset_defaults() - if hasattr(self, "section_properties_tab") and hasattr(self.section_properties_tab, "reset_defaults"): - self.section_properties_tab.reset_defaults() - if not (hasattr(self, "typical_section_tab") or hasattr(self, "section_properties_tab")): - self._show_placeholder_message("Defaults") - if hasattr(self, "left_support_combo"): - self.left_support_combo.setCurrentText("Pinned") - if hasattr(self, "right_support_combo"): - self.right_support_combo.setCurrentText("Roller") - if hasattr(self, "bearing_length_input"): - self.bearing_length_input.setText("400") - - # -------- Reset Design Options -------- - for card in DESIGN_OPTIONS_SCHEMA.get("cards", []): - for section in card.get("sections", []): - for field in section.get("fields", []): - bind_name = field.get("bind") - default_value = field.get("default") - - if bind_name and default_value is not None and hasattr(self, bind_name): - widget = getattr(self, bind_name) - - if isinstance(widget, QLineEdit): - widget.setText(str(default_value)) - - elif isinstance(widget, QComboBox): - widget.setCurrentText(str(default_value)) - - # -------- Reset Design Options (Cont.) -------- - for section in DESIGN_OPTIONS_CONT_SCHEMA.get("sections", []): - # Normal fields - for field in section.get("fields", []): - bind_name = field.get("bind") - default_value = field.get("default") - - if bind_name and default_value is not None and hasattr(self, bind_name): - widget = getattr(self, bind_name) - if isinstance(widget, QLineEdit): - widget.setText(str(default_value)) - elif isinstance(widget, QComboBox): - widget.setCurrentText(str(default_value)) - - # Checkbox groups (Limit States) - for group in section.get("checkbox_groups", []): - bind_name = group.get("bind") - default_checked = group.get("default_checked", False) - - if bind_name and hasattr(self, bind_name): - checkboxes = getattr(self, bind_name) - for cb in checkboxes: - cb.setChecked(default_checked) - - self._show_placeholder_message("Defaults") - + return + + if current_widget is getattr(self, "support_tab", None): + if hasattr(self.support_tab, "reset_defaults"): + self.support_tab.reset_defaults() + return + + if current_widget is getattr(self, "design_options_tab", None): + if hasattr(self.design_options_tab, "reset_defaults"): + self.design_options_tab.reset_defaults() + return + + if current_widget is getattr(self, "design_options_cont_tab", None): + if hasattr(self.design_options_cont_tab, "reset_defaults"): + self.design_options_cont_tab.reset_defaults() + return def _build_sections_from_schema(self, parent_layout, sections, heading_style, label_style, field_width): for section in sections: @@ -756,7 +631,7 @@ def get_saved_data(self) -> dict: Returns: Dictionary containing all saved properties including stiffener details. """ - return self._last_saved_data + return self._last_saved_data.copy() def set_properties_data(self, data: dict) -> None: """Restore properties data from a previous save. @@ -764,8 +639,50 @@ def set_properties_data(self, data: dict) -> None: Args: data: Dictionary containing properties to restore. """ - if hasattr(self, "section_properties_tab") and hasattr(self.section_properties_tab, "restore_properties"): - try: - self.section_properties_tab.restore_properties(data) - except Exception: - pass + + tabs = [ + getattr(self, "typical_section_tab", None), + getattr(self, "section_properties_tab", None), + getattr(self, "loading_tab", None), + getattr(self, "support_tab", None), + getattr(self, "design_options_tab", None), + getattr(self, "design_options_cont_tab", None), + ] + + for tab in tabs: + if not tab: + continue + + if hasattr(tab, "restore_values"): + try: + tab.restore_values(data) + except Exception: + pass + + if hasattr(tab, "restore_properties"): + try: + tab.restore_properties(data) + except Exception: + pass + + # Generic restore fallback + try: + for widget in self.findChildren(QWidget): + name = widget.objectName() + + if not name or name not in data: + continue + + value = data[name] + + if isinstance(widget, QLineEdit): + widget.setText(str(value)) + + elif isinstance(widget, QComboBox): + widget.setCurrentText(str(value)) + + elif isinstance(widget, QCheckBox): + widget.setChecked(bool(value)) + + except Exception: + pass \ No newline at end of file diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/design_options_cont_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/design_options_cont_tab.py index dff1f2eca..2c835cc86 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/design_options_cont_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/design_options_cont_tab.py @@ -7,9 +7,11 @@ QHBoxLayout, QGroupBox, QCheckBox, + QLineEdit, + QComboBox ) from PySide6.QtCore import Qt - +from PySide6.QtGui import QDoubleValidator, QIntValidator from osdagbridge.core.bridge_types.plate_girder.ui_fields_additional_input import ( DESIGN_OPTIONS_CONT_SCHEMA, ) @@ -33,13 +35,93 @@ def save_values(self): if field_name.endswith("_combo") or field_name.endswith("_input"): widget = getattr(self.parent_dialog, field_name, None) if widget: - from PySide6.QtWidgets import QLineEdit, QComboBox if isinstance(widget, QLineEdit): values[field_name] = widget.text() elif isinstance(widget, QComboBox): values[field_name] = widget.currentText() + + for group_name in ("ultimate_checkboxes", "service_checkboxes"): + group = getattr(self.parent_dialog, group_name, None) + if isinstance(group, list) and group and isinstance(group[0], QCheckBox): + values[group_name] = {cb.text(): cb.isChecked() for cb in group} + return values + def restore_values(self, data: dict): + """Restore previously saved checkbox groups and other values.""" + if not isinstance(data, dict): + return + + # Restore checkbox group states (Limit States) + for group_name in ("ultimate_checkboxes", "service_checkboxes"): + group_state = data.get(group_name) + group = getattr(self.parent_dialog, group_name, None) + if isinstance(group_state, dict) and isinstance(group, list): + for cb in group: + if cb.text() in group_state: + cb.setChecked(bool(group_state[cb.text()])) + + def reset_defaults(self): + """Reset Design Options (Cont.) fields to schema defaults.""" + for section in DESIGN_OPTIONS_CONT_SCHEMA.get("sections", []): + + # normal fields + for field in section.get("fields", []): + bind_name = field.get("bind") + default_value = field.get("default") + + if bind_name and default_value is not None and hasattr(self.parent_dialog, bind_name): + widget = getattr(self.parent_dialog, bind_name) + + from PySide6.QtWidgets import QLineEdit, QComboBox + + if isinstance(widget, QLineEdit): + widget.setText(str(default_value)) + elif isinstance(widget, QComboBox): + widget.setCurrentText(str(default_value)) + + # checkbox groups + for group in section.get("checkbox_groups", []): + bind_name = group.get("bind") + default_checked = group.get("default_checked", False) + + if bind_name and hasattr(self.parent_dialog, bind_name): + checkboxes = getattr(self.parent_dialog, bind_name) + for cb in checkboxes: + cb.setChecked(default_checked) + def validate_tab(self): + errors = [] + + widgets = self.findChildren(QLineEdit) + + for widget in widgets: + + if not widget.isVisible(): + continue + + text = widget.text().strip() + field_name = widget.objectName().replace("_", " ").title() + + if not text: + errors.append(f"{field_name} cannot be empty.") + continue + + validator = widget.validator() + + try: + value = float(text) + except ValueError: + errors.append(f"{field_name} must be a valid number.") + continue + + if isinstance(validator, (QDoubleValidator, QIntValidator)): + if value < validator.bottom() or value > validator.top(): + errors.append( + f"{field_name} must be between {validator.bottom()} and {validator.top()}." + ) + + return errors + def init_ui(self): #Changed Bg color self.setStyleSheet("background-color: #ffffff;") diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/design_options_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/design_options_tab.py index 8b1a23cb6..6143055cc 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/design_options_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/design_options_tab.py @@ -4,9 +4,10 @@ QFrame, QLabel, QScrollArea, + QLineEdit ) from PySide6.QtCore import Qt - +from PySide6.QtGui import QDoubleValidator, QIntValidator from osdagbridge.core.bridge_types.plate_girder.ui_fields_additional_input import ( DESIGN_OPTIONS_SCHEMA, ) @@ -38,6 +39,71 @@ def save_values(self): values[field_name] = widget.currentText() return values + def reset_defaults(self): + """Reset Design Options fields to schema defaults.""" + for card in DESIGN_OPTIONS_SCHEMA.get("cards", []): + for section in card.get("sections", []): + for field in section.get("fields", []): + bind_name = field.get("bind") + default_value = field.get("default") + + if bind_name and default_value is not None and hasattr(self.parent_dialog, bind_name): + widget = getattr(self.parent_dialog, bind_name) + + from PySide6.QtWidgets import QLineEdit, QComboBox + + if isinstance(widget, QLineEdit): + widget.setText(str(default_value)) + elif isinstance(widget, QComboBox): + widget.setCurrentText(str(default_value)) + + def validate_tab(self): + errors = [] + + widgets = self.findChildren(QLineEdit) + + for widget in widgets: + + if not widget.isVisible(): + continue + + text = widget.text().strip() + field_name = widget.objectName().replace("_", " ").title() + + if not text: + errors.append(f"{field_name} cannot be empty.") + continue + + validator = widget.validator() + + try: + value = float(text) + except ValueError: + errors.append(f"{field_name} must be a valid number.") + continue + + if isinstance(validator, (QDoubleValidator, QIntValidator)): + if value < validator.bottom() or value > validator.top(): + errors.append( + f"{field_name} must be between {validator.bottom()} and {validator.top()}." + ) + + if hasattr(self.parent_dialog, "shear_stud_diameter_combo") and hasattr(self.parent_dialog, "shear_stud_spacing_input"): + + try: + diameter = float(self.parent_dialog.shear_stud_diameter_combo.currentText()) + spacing = float(self.parent_dialog.shear_stud_spacing_input.text()) + + if spacing < 4 * diameter: + errors.append( + f"Shear Stud Spacing must be at least {4*diameter:.2f} mm for diameter {diameter:.2f} mm." + ) + + except ValueError: + pass + + return list(set(errors)) + def init_ui(self): # Changed Bg color self.setStyleSheet("background-color: #f5f5f5;") @@ -125,4 +191,46 @@ def init_ui(self): outer_layout = QVBoxLayout(self) outer_layout.setContentsMargins(0, 0, 0, 0) - outer_layout.addWidget(scroll) \ No newline at end of file + outer_layout.addWidget(scroll) + + self._connect_validations() + + def _connect_validations(self): + + if hasattr(self.parent_dialog, "shear_stud_diameter") and hasattr(self.parent_dialog, "shear_stud_spacing_input"): + + self.parent_dialog.shear_stud_diameter.currentTextChanged.connect( + self.validate_shear_stud_spacing + ) + + def validate_shear_stud_spacing(self): + spacing_widget = getattr(self.parent_dialog, "shear_stud_spacing_input", None) + + if not spacing_widget: + return + + text = spacing_widget.text().strip() + + if not text: + return + + try: + spacing = float(text) + except ValueError: + return + + validator = spacing_widget.validator() + + if validator: + bottom = validator.bottom() + top = validator.top() + + if spacing < bottom or spacing > top: + + from PySide6.QtWidgets import QMessageBox + + QMessageBox.warning( + self, + "Invalid Shear Stud Spacing", + f"Shear Stud Spacing must be between {bottom} and {top}.", + ) \ No newline at end of file diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/support_conditions_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/support_conditions_tab.py index 86306cfaf..e16e028e7 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/support_conditions_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/support_conditions_tab.py @@ -20,15 +20,25 @@ def save_values(self): if hasattr(self.parent_dialog, "bearing_length_input"): values["bearing_length"] = self.parent_dialog.bearing_length_input.text() return values - - def reset_defaults(self): - """Reset to default values.""" - if hasattr(self.parent_dialog, "left_support_combo"): - self.parent_dialog.left_support_combo.setCurrentText("Pinned") - if hasattr(self.parent_dialog, "right_support_combo"): - self.parent_dialog.right_support_combo.setCurrentText("Roller") + + def validate_tab(self): + errors = [] + if hasattr(self.parent_dialog, "bearing_length_input"): - self.parent_dialog.bearing_length_input.setText("400") + widget = self.parent_dialog.bearing_length_input + text = widget.text().strip() + + if not text: + errors.append("Bearing Length cannot be empty.") + else: + try: + value = float(text) + if value <= 0: + errors.append("Bearing Length must be greater than 0.") + except ValueError: + errors.append("Bearing Length must be a valid number.") + + return errors def init_ui(self): @@ -52,35 +62,49 @@ def init_ui(self): main_layout.setContentsMargins(12, 12, 12, 12) main_layout.setSpacing(12) - card = QFrame() - card.setObjectName("support_card") - card.setStyleSheet(""" - QFrame#support_card { - border: 1px solid #b2b2b2; - border-radius: 8px; - background-color: #ffffff; - } - /* this selector is even more specific than the app stylesheet */ - QFrame#support_card QLabel { - background: transparent; - border: none; - border-radius: 0; - padding: 0; - } - """) - - card_layout = QVBoxLayout(card) - card_layout.setContentsMargins(16, 16, 16, 16) - card_layout.setSpacing(12) + # create a separate card for each section defined in the schema + for section in SUPPORT_CONDITIONS_SCHEMA["sections"]: + card = QFrame() + card.setObjectName("support_card") + card.setStyleSheet(""" + QFrame#support_card { + border: 1px solid #b2b2b2; + border-radius: 8px; + background-color: #ffffff; + } + /* this selector is even more specific than the app stylesheet */ + QFrame#support_card QLabel { + background: transparent; + border: none; + border-radius: 0; + padding: 0; + } + """) - - self.parent_dialog._build_sections_from_schema( - card_layout, - SUPPORT_CONDITIONS_SCHEMA["sections"], - "font-size: 12px; font-weight: 700; color: #2b2b2b;", - "font-size: 11px; color: #3a3a3a;", - 160, - ) - - main_layout.addWidget(card) - main_layout.addStretch() \ No newline at end of file + card_layout = QVBoxLayout(card) + card_layout.setContentsMargins(16, 16, 16, 16) + card_layout.setSpacing(12) + + # build only the current section inside its own frame + self.parent_dialog._build_sections_from_schema( + card_layout, + [section], + "font-size: 12px; font-weight: 700; color: #2b2b2b;", + "font-size: 11px; color: #3a3a3a;", + 160, + ) + + main_layout.addWidget(card) + + main_layout.addStretch() + + def reset_defaults(self): + """Reset support conditions to default values.""" + if hasattr(self.parent_dialog, "left_support_combo"): + self.parent_dialog.left_support_combo.setCurrentText("Pinned") + + if hasattr(self.parent_dialog, "right_support_combo"): + self.parent_dialog.right_support_combo.setCurrentText("Roller") + + if hasattr(self.parent_dialog, "bearing_length_input"): + self.parent_dialog.bearing_length_input.setText("400") \ No newline at end of file diff --git a/src/osdagbridge/desktop/ui/utils/combobox_utils.py b/src/osdagbridge/desktop/ui/utils/combobox_utils.py new file mode 100644 index 000000000..a4b6584ef --- /dev/null +++ b/src/osdagbridge/desktop/ui/utils/combobox_utils.py @@ -0,0 +1,91 @@ +""" +Combobox UI utilities. + +Provides enhanced combobox views with: +- Greyed-out disabled items +- Smart cursor behaviour +- Better UX feedback for selectable vs non-selectable items +""" + +from PySide6.QtWidgets import QListView, QStyledItemDelegate +from PySide6.QtCore import Qt +from PySide6.QtGui import QColor + + +# ================================================================================= +# ITEM DELEGATE FOR DISABLED ITEMS +# ================================================================================= + +class ComboBoxItemDelegate(QStyledItemDelegate): + """ + Custom delegate to render disabled combobox items in grey. + + This improves UX by visually distinguishing disabled options + from selectable ones in dropdown lists. + """ + + def paint(self, painter, option, index): + model = index.model() + item = model.item(index.row()) if hasattr(model, "item") else None + + if item and not item.isEnabled(): + # Draw background normally + painter.fillRect(option.rect, option.palette.base()) + + # Draw disabled text in grey + painter.setPen(QColor(120, 120, 120)) + text = index.data() + painter.drawText( + option.rect, + Qt.AlignLeft | Qt.AlignVCenter, + f" {text}", + ) + else: + super().paint(painter, option, index) + + +# ================================================================================= +# SMART COMBOBOX VIEW +# ================================================================================= + +class SmartCursorComboBoxView(QListView): + """ + Custom QListView used inside QComboBox. + + Features: + - Shows pointing hand cursor for enabled items + - Shows forbidden cursor for disabled items + - Uses ComboBoxItemDelegate for grey rendering + """ + + def __init__(self, parent=None): + super().__init__(parent) + + # Apply custom delegate + self.setItemDelegate(ComboBoxItemDelegate()) + + def mouseMoveEvent(self, event): + """ + Update cursor depending on whether hovered item is enabled. + """ + index = self.indexAt(event.pos()) + + if index.isValid(): + model = index.model() + item = model.item(index.row()) if hasattr(model, "item") else None + + if item and not item.isEnabled(): + self.setCursor(Qt.ForbiddenCursor) + else: + self.setCursor(Qt.PointingHandCursor) + else: + self.setCursor(Qt.PointingHandCursor) + + super().mouseMoveEvent(event) + + def leaveEvent(self, event): + """ + Reset cursor when leaving the dropdown. + """ + self.setCursor(Qt.ArrowCursor) + super().leaveEvent(event) \ No newline at end of file From 59befca20853b5d74df9158c49985ee6640bdf6b Mon Sep 17 00:00:00 2001 From: Aditya Date: Mon, 16 Mar 2026 15:28:25 +0530 Subject: [PATCH 080/225] refactored analyser.py file --- .../bridge_types/plate_girder/analyser.py | 389 ++++++++++++++---- 1 file changed, 311 insertions(+), 78 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/analyser.py b/src/osdagbridge/core/bridge_types/plate_girder/analyser.py index abdfc9383..5af777f15 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/analyser.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/analyser.py @@ -6,85 +6,145 @@ from osdagbridge.core.bridge_types.plate_girder.bridge_geometry import * from osdagbridge.core.bridge_types.plate_girder.load_placement import LoadPlacementManager import warnings +from dataclasses import dataclass from osdagbridge.core.bridge_types.plate_girder.analysis_results import PlateGirderAnalysisResults +@dataclass +class SectionProperties: + """ + Holds cross-section properties for a single grillage member. + + Attributes + ---------- + A : float + Cross-sectional area (m^2). + J : float + Torsional constant (m^3). + Iz : float + Second moment of area about z-axis (m^4). + Iy : float + Second moment of area about y-axis (m^4). + Az : float + Shear area in z-direction (m^2). + Ay : float + Shear area in y-direction (m^2). + """ + A: float + J: float + Iz: float + Iy: float + Az: float + Ay: float + + +@dataclass +class MaterialProperties: + """ + Holds custom material properties for a grillage member. + + Attributes + ---------- + material : str + Material type string (e.g. "steel", "concrete"). + E : float + Elastic modulus (Pa). + v : float + Poisson's ratio. + rho : float + Density (kN/m^3). + Fy : float, optional + Yield strength (Pa). Required for steel. + E0 : float, optional + Initial elastic modulus (Pa). Required for steel. + b : float, optional + Strain-hardening ratio. Required for steel. + """ + material: str + E: float + v: float + rho: float + Fy: float = None + E0: float = None + b: float = None + + +@dataclass +class GrillageGeometry: + """ + Holds grillage geometry and cross-section layout parameters. + + Attributes + ---------- + L : float + Bridge span length (m). + n_l : int + Number of longitudinal grid lines. + n_t : int + Number of transverse grid lines. + edge_dist : float + Edge beam distance / overhang (m). Use 0 for no overhang. + ext_to_int_dist : float + Distance from exterior to interior beam (m). + angle : float + Skew angle in degrees. Use 0 for a right bridge. + carriageway_width : float + Width of the carriageway (m). + crash_barrier_width : float + Width of each crash barrier (m). + footpath_width : float + Width of each footpath (m). + railing_width : float + Width of each railing (m). + median_width : float + Width of the median (m). Use 0 if no median. + no_of_footpaths : int + Number of footpaths. + """ + L: float + n_l: int + n_t: int + edge_dist: float + ext_to_int_dist: float + angle: float + carriageway_width: float + crash_barrier_width: float + footpath_width: float + railing_width: float + median_width: float + no_of_footpaths: int + + class BridgeGrillageModel: def __init__(self): # -------------------- MATERIALS -------------------- - self.concrete = og.create_material( - material="concrete", code="AS5100-2017", grade="65MPa" - ) - - self.concrete_custom = og.create_material( - material="concrete", E=50 * GPa, v=0.3, rho=24 * kN / m ** 3 - ) + # Materials are set via create_material() + self.steel_custom = None # -------------------- SECTIONS -------------------- - self.edge_longitudinal_section = og.create_section( - A=0.934 * m ** 2, - J=0.1857 * m ** 3, - Iz=0.3478 * m ** 4, - Iy=0.213602 * m ** 4, - Az=0.444795 * m ** 2, - Ay=0.258704 * m ** 2, - ) - - self.longitudinal_section = og.create_section( - A=1.025 * m ** 2, - J=0.1878 * m ** 3, - Iz=0.3694 * m ** 4, - Iy=0.3634 * m ** 4, - Az=0.4979 * m ** 2, - Ay=0.309 * m ** 2, - ) - - self.transverse_section = og.create_section( - A=0.504 * m ** 2, - J=5.22303e-3 * m ** 3, - Iy=0.32928 * m ** 4, - Iz=1.3608e-3 * m ** 4, - Ay=0.42 * m ** 2, - Az=0.42 * m ** 2, - unit_width=True, - ) - - self.end_transverse_section = og.create_section( - A=0.504 / 2 * m ** 2, - J=2.5012e-3 * m ** 3, - Iy=0.04116 * m ** 4, - Iz=0.6804e-3 * m ** 4, - Ay=0.21 * m ** 2, - Az=0.21 * m ** 2, - ) + # Sections are set via create_sections() + self.edge_longitudinal_section = None + self.longitudinal_section = None + self.transverse_section = None + self.end_transverse_section = None # -------------------- GRILLAGE MEMBERS -------------------- - self.longitudinal_beam = og.create_member( - section=self.longitudinal_section, material=self.concrete - ) - - self.edge_longitudinal_beam = og.create_member( - section=self.edge_longitudinal_section, material=self.concrete - ) - - self.transverse_slab = og.create_member( - section=self.transverse_section, material=self.concrete - ) - - self.end_transverse_slab = og.create_member( - section=self.end_transverse_section, material=self.concrete - ) + # Members are set via create_material() once sections and material are ready + self.longitudinal_beam = None + self.edge_longitudinal_beam = None + self.transverse_slab = None + self.end_transverse_slab = None # -------------------- GEOMETRY -------------------- - self.L = 33.5 * m - # self.w = 11.565 * m - self.n_l = 7 - self.n_t = 11 - self.edge_dist = 0 * m - self.ext_to_int_dist = 2.2775 * m - self.angle = 0 + # Geometry is set via set_geometry() + self.L = None + self.n_l = None + self.n_t = None + self.edge_dist = None + self.ext_to_int_dist = None + self.angle = None # placeholder for model self.model = None @@ -103,33 +163,143 @@ def __init__(self): self.load_manager = None # ============================================================ - # CREATE THE GRILLAGE MODEL + # SET GEOMETRY # ============================================================ - def create_model(self): + def set_geometry(self, geometry: GrillageGeometry): + """ + Sets grillage geometry and builds the cross-section layout and bridge + geometry from user-supplied GrillageGeometry. + + Parameters + ---------- + geometry : GrillageGeometry + Geometry parameters supplied by the user. + """ + self.L = geometry.L + self.n_l = geometry.n_l + self.n_t = geometry.n_t + self.edge_dist = geometry.edge_dist + self.ext_to_int_dist = geometry.ext_to_int_dist + self.angle = geometry.angle # ------------------------------------------------- - # Create cross-section layout (UI inputs) + # Cross-section layout # ------------------------------------------------- self.layout = CrossSectionLayout( - carriageway_width=10.0, # TODO: get from UI - crash_barrier_width=0.45, # TODO: get from UI - footpath_width=1.50, # TODO: get from UI - railing_width=0.30, # TODO: get from UI - median_width=0.0, # TODO: get from UI - no_of_footpaths=2, # TODO: get from UI + carriageway_width=geometry.carriageway_width, + crash_barrier_width=geometry.crash_barrier_width, + footpath_width=geometry.footpath_width, + railing_width=geometry.railing_width, + median_width=geometry.median_width, + no_of_footpaths=geometry.no_of_footpaths, ) # ------------------------------------------------- - # Bridge geometry (width from layout) + # Bridge geometry (width derived from layout) # ------------------------------------------------- self.bridge_geometry = BridgeGeometry( span=self.L, - width=self.layout.total_width + width=self.layout.total_width, ) print(f"Bridge width from layout: {self.layout.total_width} m") self.layout.validate_against_bridge(self.bridge_geometry.width) + # ============================================================ + # CREATE SECTIONS + # ============================================================ + def create_sections(self, + longitudinal: SectionProperties, + edge_longitudinal: SectionProperties, + transverse: SectionProperties, + end_transverse: SectionProperties): + """ + Creates all four grillage sections from user-supplied SectionProperties. + + Parameters + ---------- + longitudinal : SectionProperties + Properties for the interior longitudinal beam. + edge_longitudinal : SectionProperties + Properties for the edge longitudinal beam. + transverse : SectionProperties + Properties for the transverse slab (unit_width=True). + end_transverse : SectionProperties + Properties for the end transverse slab. + """ + self.longitudinal_section = og.create_section( + A=longitudinal.A, + J=longitudinal.J, + Iz=longitudinal.Iz, + Iy=longitudinal.Iy, + Az=longitudinal.Az, + Ay=longitudinal.Ay, + ) + + self.edge_longitudinal_section = og.create_section( + A=edge_longitudinal.A, + J=edge_longitudinal.J, + Iz=edge_longitudinal.Iz, + Iy=edge_longitudinal.Iy, + Az=edge_longitudinal.Az, + Ay=edge_longitudinal.Ay, + ) + + self.transverse_section = og.create_section( + A=transverse.A, + J=transverse.J, + Iy=transverse.Iy, + Iz=transverse.Iz, + Ay=transverse.Ay, + Az=transverse.Az, + unit_width=True, + ) + + self.end_transverse_section = og.create_section( + A=end_transverse.A, + J=end_transverse.J, + Iy=end_transverse.Iy, + Iz=end_transverse.Iz, + Ay=end_transverse.Ay, + Az=end_transverse.Az, + ) + + # ============================================================ + # CREATE MATERIAL + # ============================================================ + def create_material(self, props: MaterialProperties): + """ + Creates a custom material and assigns it to all grillage members. + + Parameters + ---------- + props : MaterialProperties + Material properties supplied by the user. + """ + self.steel_custom = og.create_material( + material=props.material, E=props.E, v=props.v, rho=props.rho, + Fy=props.Fy, E0=props.E0, b=props.b + ) + + # Re-assign members now that material is defined + self.longitudinal_beam = og.create_member( + section=self.longitudinal_section, material=self.steel_custom + ) + self.edge_longitudinal_beam = og.create_member( + section=self.edge_longitudinal_section, material=self.steel_custom + ) + self.transverse_slab = og.create_member( + section=self.transverse_section, material=self.steel_custom + ) + self.end_transverse_slab = og.create_member( + section=self.end_transverse_section, material=self.steel_custom + ) + + # ============================================================ + # CREATE THE GRILLAGE MODEL + # ============================================================ + def create_model(self): + # ------------------------------------------------- # Load placement manager # ------------------------------------------------- @@ -1148,6 +1318,70 @@ def plot(self, model=None): # ============================================================ if __name__ == "__main__": bridge = BridgeGrillageModel() + + # --- Test geometry values (replace with UI inputs later) --- + bridge.set_geometry(GrillageGeometry( + L=33.5 * m, + n_l=7, + n_t=11, + edge_dist=0 * m, + ext_to_int_dist=2.2775 * m, + angle=0, + carriageway_width=10.0 * m, + crash_barrier_width=0.45 * m, + footpath_width=1.50 * m, + railing_width=0.30 * m, + median_width=0.0 * m, + no_of_footpaths=2, + )) + + # --- Test section values (replace with UI inputs later) --- + bridge.create_sections( + longitudinal=SectionProperties( + A=1.025 * m ** 2, + J=0.1878 * m ** 3, + Iz=0.3694 * m ** 4, + Iy=0.3634 * m ** 4, + Az=0.4979 * m ** 2, + Ay=0.309 * m ** 2, + ), + edge_longitudinal=SectionProperties( + A=0.934 * m ** 2, + J=0.1857 * m ** 3, + Iz=0.3478 * m ** 4, + Iy=0.213602 * m ** 4, + Az=0.444795 * m ** 2, + Ay=0.258704 * m ** 2, + ), + transverse=SectionProperties( + A=0.504 * m ** 2, + J=5.22303e-3 * m ** 3, + Iz=1.3608e-3 * m ** 4, + Iy=0.32928 * m ** 4, + Az=0.42 * m ** 2, + Ay=0.42 * m ** 2, + ), + end_transverse=SectionProperties( + A=0.504 / 2 * m ** 2, + J=2.5012e-3 * m ** 3, + Iz=0.6804e-3 * m ** 4, + Iy=0.04116 * m ** 4, + Az=0.21 * m ** 2, + Ay=0.21 * m ** 2, + ), + ) + + # --- Test material values (replace with UI inputs later) --- + bridge.create_material(MaterialProperties( + material="steel", + E=200 * GPa, + v=0.3, + rho=78.5 * kN / m ** 3, + Fy=250 * MPa, + E0=200 * GPa, + b=0.01, + )) + bridge.create_model() # bridge.plot_model() # bridge.add_dead_loads() @@ -1175,5 +1409,4 @@ def plot(self, model=None): # result_handler.debug_loadcase_detection() result_handler.run_interactive_viewer() - # result_handler.print_moving_load_trace() - + # result_handler.print_moving_load_trace() \ No newline at end of file From 4c7054a3b5c931ea293daab8b73a7397969a884e Mon Sep 17 00:00:00 2001 From: Garvit Singh Rathore Date: Wed, 25 Mar 2026 12:55:57 +0530 Subject: [PATCH 081/225] feat: loading v2 (validation, UI, DB integration, fixes) --- .../ui_fields_additional_input.py | 269 +++------ .../desktop/ui/dialogs/additional_inputs.py | 109 ++-- .../ui/dialogs/tabs/custom_vehicle_dialog.py | 538 +++++++++++++++--- .../desktop/ui/dialogs/tabs/loading_tab.py | 225 +++++++- .../tabs/sub_tabs/loading/custom_load_tab.py | 117 ++-- .../tabs/sub_tabs/loading/live_load_tab.py | 74 ++- .../sub_tabs/loading/load_combination_tab.py | 226 +++++--- .../sub_tabs/loading/permanent_load_tab.py | 16 - .../tabs/sub_tabs/loading/seismic_load_tab.py | 41 +- .../sub_tabs/loading/temperature_load_tab.py | 27 +- .../tabs/sub_tabs/loading/wind_load_tab.py | 27 +- .../desktop/ui/docks/input_dock.py | 5 + 12 files changed, 1195 insertions(+), 479 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields_additional_input.py b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields_additional_input.py index cc5c8590e..fbb5fdb5e 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields_additional_input.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields_additional_input.py @@ -426,74 +426,16 @@ "label_width": 220, "sections": [ { - "title": "Dead Load (DL):", + "title": "Dead Load (DL)", "fields": [ - { - "id": "include_self_weight", - "label": "Include Member Self Weight:", - "type": "combo", - "choices": ["Yes", "No"], - "default": "Yes", - "bind": "include_self_weight_combo", - }, { "id": "self_weight_factor", - "label": "Self-weight factor:", + "label": "Self-weight modification factor", "type": "line", "validator": {"type": "double_range", "bottom": 0.0, "top": 10.0, "decimals": 2}, "default": "1.00", "bind": "self_weight_factor_input", }, - { - "id": "include_deck_weight", - "label": "Include Concrete Deck Weight:", - "type": "combo", - "choices": ["Yes", "No"], - "default": "Yes", - "bind": "include_deck_weight_combo", - }, - ], - }, - { - "title": "Dead Load for Surfacing (DW):", - "fields": [ - { - "id": "include_wearing_course", - "label": "Include Load from Wearing Course:", - "type": "combo", - "choices": ["Yes", "No"], - "default": "Yes", - "bind": "include_wearing_course_combo", - }, - ], - }, - { - "title": "Super-Imposed Dead Load (SIDL):", - "fields": [ - { - "id": "include_crash_barrier", - "label": "Include Load from Crash Barrier:", - "type": "combo", - "choices": ["Yes", "No"], - "default": "Yes", - "bind": "include_crash_barrier_combo", - }, - { - "id": "include_median", - "label": "Include Load from Median:", - "type": "combo", - "choices": ["Yes", "No"], - "default": "Yes", - "bind": "include_median_combo", - }, - { - "id": "include_railing", - "label": "Include Load from Railing:", - "type": "combo", - "choices": ["Yes", "No"], - "default": "Yes", - "bind": "include_railing_combo", - }, ], }, ], @@ -507,7 +449,7 @@ "sections": [ { "id": "irc_vehicles_section", - "title": "Vehicles from IRC 6:", + "title": "Vehicles from IRC 6", "type": "checkbox_list", "items": [ "Class A", @@ -516,28 +458,28 @@ "Class AA Wheeled", "Class AA Tracked", "Class SV", - "Fatigue Truck", + "Class 70R Bogie", ], "bind": "irc_vehicle_checkboxes", "default_checked": True, }, { "id": "custom_vehicle_section", - "title": "Custom Vehicle:", + "title": "Custom Vehicle", "type": "custom_vehicle_table", "bind": "custom_vehicle_table", "add_button_bind": "custom_vehicle_add_button", }, { "id": "braking_section", - "title": "Braking Load from Vehicles:", + "title": "Braking Load from Vehicles", "type": "dynamic_checkbox_list", "bind": "braking_vehicle_checkboxes", "default_checked": True, }, { "id": "eccentricity", - "label": "Eccentricity from top of Deck (m):", + "label": "Eccentricity from top of Deck (m)", "type": "line", "validator": {"type": "double_range", "bottom": 0.0, "top": 100.0, "decimals": 2}, "default": "0.00", @@ -545,7 +487,7 @@ }, { "id": "footpath_pressure", - "label": "Footpath Pressure (kN/mm²):", + "label": "Footpath Pressure (kN/mm²)", "type": "mode_line", "mode_choices": ["Automatic", "User-defined"], "default_mode": "Automatic", @@ -560,7 +502,7 @@ "description": { "title": "Description Box", "text": ( - "or on any other type of bridge unit shall be assumed to have the following value:\n\n" + "211.2 The braking effect on a simply supported span or a continuous unit of spans or on any other type of bridge unit shall be assumed to have the following value:\n\n" "a) In the case of a single lane or a two lane bridge: twenty percent of the first train " "load plus ten percent of the load of the succeeding trains or part thereof, the train " "loads in one lane only being considered for the purpose of this subclause. Where the " @@ -580,27 +522,25 @@ "sections": [ { "id": "seismic_inputs_section", - "title": "Seismic/Earthquake Load (EL) Inputs:", + "title": "Seismic/Earthquake Load (EL) Inputs", "type": "input_group", "fields": [ { "id": "seismic_zone", - "label": "Seismic Zone:", - "type": "combo", - "choices": ["II", "III", "IV", "V"], - "default": "II", + "label": "Seismic Zone", + "type": "line", "bind": "seismic_zone_combo", }, { "id": "importance_factor", - "label": "Importance Factor:", + "label": "Importance Factor, I", "type": "line", "default": "1.0", "bind": "importance_factor_input", }, { "id": "soil_type", - "label": "Type of Soil:", + "label": "Type of Soil", "type": "combo", "choices": [ "Type I – Rocky or Hard", @@ -612,20 +552,20 @@ }, { "id": "time_period", - "label": "Time Period:", + "label": "Fundamental Time Period, T (sec)", "type": "line", "bind": "time_period_input", }, { "id": "damping", - "label": "Damping Percentage:", + "label": "Damping Percentage", "type": "line", "default": "2", "bind": "damping_input", }, { "id": "response_reduction_factor", - "label": "Response Reduction Factor:", + "label": "Response Reduction Factor, R", "type": "combo", "choices": ["1", "2", "3", "4", "5"], "default": "1", @@ -633,7 +573,7 @@ }, { "id": "dead_load_seismic", - "label": "Dead Load for Seismic Force (kN):", + "label": "Dead Load for Seismic Force (kN)", "type": "mode_line", "mode_choices": ["Automatic", "Custom"], "default_mode": "Automatic", @@ -644,7 +584,7 @@ }, { "id": "live_load_seismic", - "label": "Live Load for Seismic Force (kN):", + "label": "Live Load for Seismic Force (kN)", "type": "mode_line", "mode_choices": ["Automatic", "Custom"], "default_mode": "Automatic", @@ -662,25 +602,25 @@ "fields": [ { "id": "zone_factor", - "label": "Zone Factor:", + "label": "Zone Factor, Z", "type": "computed", "bind": "zone_factor", }, { "id": "spectral_coeff", - "label": "Spectral Acceleration Coefficient:", + "label": "Spectral Acceleration Coefficient, Sa/g", "type": "computed", "bind": "spectral_coeff", }, { "id": "horizontal_coeff", - "label": "Horizontal Seismic Coefficient:", + "label": "Horizontal Seismic Coefficient, Ah", "type": "computed", "bind": "horizontal_coeff", }, { "id": "vertical_coeff", - "label": "Vertical Seismic Coefficient:", + "label": "Vertical Seismic Coefficient, Av", "type": "computed", "bind": "vertical_coeff", }, @@ -690,9 +630,9 @@ "description": { "title": "Description Box", "text": ( - "Importance factor for normal, important, and critical bridges.\n\n" - "Seismic zone factors are defined according to IRC 6 specifications.\n\n" - "The spectral acceleration coefficient depends on soil type and time period." + "Seismic Zone is auto-filled from software output (project location).\n\n" + "The spectral acceleration coefficient depends on soil type and " + "fundamental time period, T.\n\n" ), }, } @@ -705,18 +645,20 @@ "sections": [ { "id": "wind_inputs_section", - "title": "Wind Load (WL) Inputs:", + "title": "Wind Load (WL) Inputs", "type": "input_group", "fields": [ { "id": "basic_wind_speed", - "label": "Basic Wind Speed (m/s):", + "label": "Basic Wind Speed, Vb (m/s)", "type": "line", + "read_only": True, + "enabled": False, "bind": "basic_wind_speed_input", }, { "id": "avg_exposed_height", - "label": "Average Exposed Height (m):", + "label": "Average Exposed Height, H (m)", "type": "line", "default": "10", "placeholder": "10", @@ -724,15 +666,15 @@ }, { "id": "terrain_type", - "label": "Type of Terrain:", + "label": "Type of Terrain", "type": "combo", - "choices": ["Plain Terrain", "Terrain with Obstructions"], + "choices": ["Plain Terrain", "Terrain with \nObstructions"], "default": "Plain Terrain", "bind": "terrain_type_combo", }, { "id": "site_topography", - "label": "Site Topography:", + "label": "Site Topography", "type": "combo", "choices": ["Flat", "Hill, ridge, escarpment or cliff"], "default": "Flat", @@ -740,10 +682,10 @@ }, { "id": "gust_factor", - "label": "Gust Factor, G:", + "label": "Gust Factor, G", "type": "mode_line", - "mode_choices": ["Automatic", "Custom"], - "default_mode": "Automatic", + "mode_choices": ["As per Code", "Custom"], + "default_mode": "As per Code", "bind_mode": "gust_factor_combo", "bind_value": "gust_factor_value", "default_value": "2", @@ -752,10 +694,10 @@ }, { "id": "drag_coeff", - "label": "Drag Coefficient, CD:", + "label": "Drag Coefficient, CD", "type": "mode_line", - "mode_choices": ["Automatic", "Custom"], - "default_mode": "Automatic", + "mode_choices": ["As per Code", "Custom"], + "default_mode": "As per Code", "bind_mode": "drag_coeff_combo", "bind_value": "drag_coeff_value", "placeholder": "Custom Value", @@ -763,10 +705,10 @@ }, { "id": "drag_coeff_ll", - "label": "Drag Coefficient against Live Load, CDLL:", + "label": "Drag Coefficient against Live Load, CDLL", "type": "mode_line", - "mode_choices": ["Automatic", "Custom"], - "default_mode": "Automatic", + "mode_choices": ["As per Code", "Custom"], + "default_mode": "As per Code", "bind_mode": "drag_coeff_ll_combo", "bind_value": "drag_coeff_ll_value", "default_value": "1.2", @@ -775,10 +717,10 @@ }, { "id": "lift_coeff", - "label": "Lift Coefficient, CL:", + "label": "Lift Coefficient, CL", "type": "mode_line", - "mode_choices": ["Automatic", "Custom"], - "default_mode": "Automatic", + "mode_choices": ["As per Code", "Custom"], + "default_mode": "As per Code", "bind_mode": "lift_coeff_combo", "bind_value": "lift_coeff_value", "default_value": "0.75", @@ -787,7 +729,7 @@ }, { "id": "super_area_elev", - "label": "Superstructure Area in Elevation (m²):", + "label": "Superstructure Area in Elevation, A1 (m²)", "type": "mode_line", "mode_choices": ["Automatic", "Custom"], "default_mode": "Automatic", @@ -798,7 +740,7 @@ }, { "id": "super_area_plain", - "label": "Superstructure Area in Plain (m²):", + "label": "Superstructure Area in Plain, A3 (m²)", "type": "mode_line", "mode_choices": ["Automatic", "Custom"], "default_mode": "Automatic", @@ -809,7 +751,7 @@ }, { "id": "exposed_frontal_area", - "label": "Exposed Frontal Area of Live Load (m²):", + "label": "Exposed Frontal Area of Live Load, A1LL (m²)", "type": "mode_line", "mode_choices": ["Automatic", "Custom"], "default_mode": "Automatic", @@ -820,10 +762,10 @@ }, { "id": "wind_ecc_deck", - "label": "Wind Load Eccentricity from Top of Deck (m):", + "label": "Wind Load Eccentricity from \nTop of Deck (m)", "type": "mode_line", - "mode_choices": ["Automatic", "Custom"], - "default_mode": "Automatic", + "mode_choices": ["As per Code", "Custom"], + "default_mode": "As per Code", "bind_mode": "wind_ecc_deck_combo", "bind_value": "wind_ecc_deck_value", "placeholder": "Custom Value", @@ -831,10 +773,10 @@ }, { "id": "wind_ll_ecc", - "label": "Wind on Live Load Eccentricity from Top of Deck (m):", + "label": "Wind on Live Load Eccentricity from \nTop of Deck (m)", "type": "mode_line", - "mode_choices": ["Automatic", "Custom"], - "default_mode": "Automatic", + "mode_choices": ["As per Code", "Custom"], + "default_mode": "As per Code", "bind_mode": "wind_ll_ecc_combo", "bind_value": "wind_ll_ecc_value", "placeholder": "Custom Value", @@ -849,43 +791,43 @@ "fields": [ { "id": "hourly_mean_wind", - "label": "Hourly Mean Wind Speed (m/s):", + "label": "Hourly Mean Wind Speed, Vz (m/s)", "type": "computed", "bind": "hourly_mean_wind", }, { "id": "hourly_wind_pressure", - "label": "Hourly Wind Pressure N/m²:", + "label": "Hourly Wind Pressure, Pz (N/m²)", "type": "computed", "bind": "hourly_wind_pressure", }, { "id": "transverse_wind_force", - "label": "Transverse Wind Force N:", + "label": "Transverse Wind Force, FT (N)", "type": "computed", "bind": "transverse_wind_force", }, { "id": "longitudinal_wind_force", - "label": "Longitudinal Wind Force N:", + "label": "Longitudinal Wind Force, FL (N)", "type": "computed", "bind": "longitudinal_wind_force", }, { "id": "vertical_wind_force", - "label": "Vertical Wind Force N:", + "label": "Vertical Wind Force, FV (N)", "type": "computed", "bind": "vertical_wind_force", }, { "id": "transverse_wind_ll", - "label": "Transverse Wind Force on Live Load N:", + "label": "Transverse Wind Force on Live Load, FTLL (N)", "type": "computed", "bind": "transverse_wind_ll", }, { "id": "longitudinal_wind_ll", - "label": "Longitudinal Wind Force on Live Load N:", + "label": "Longitudinal Wind Force on Live Load, FLLL (N)", "type": "computed", "bind": "longitudinal_wind_ll", }, @@ -895,10 +837,7 @@ "description": { "title": "Description Box", "text": ( - "Wind load calculations per IRC 6 specifications.\n\n" - "The basic wind speed should be obtained from relevant meteorological data.\n\n" - "Gust factor accounts for wind fluctuations.\n\n" - "Note: Wind load eccentricity values should be negative for positions below the deck." + "Basic Wind Speed is auto-filled from software output (project location).\n\n" ), }, } @@ -915,35 +854,37 @@ "fields": [ { "id": "highest_max_temp", - "label": "Highest Maximum Air Temperature\n(°C):", + "label": "Highest Maximum Air Temperature (°C)", "type": "line", "placeholder": "From Project Location", "bind": "highest_max_temp_input", "validator": {"type": "double_range", "bottom": -50.0, "top": 100.0, "decimals": 2}, + "enabled": False, }, { "id": "lowest_min_temp", - "label": "Lowest Minimum Air Temperature\n(°C):", + "label": "Lowest Minimum Air Temperature (°C)", "type": "line", "placeholder": "From Project Location", "bind": "lowest_min_temp_input", "validator": {"type": "double_range", "bottom": -50.0, "top": 100.0, "decimals": 2}, + "enabled": False, }, { "id": "thermal_coeff_steel", - "label": "Coefficient of Thermal Expansion for Steel\n(1/°C):", + "label": "Coefficient of Thermal Expansion for Steel (1/°C)", "type": "line", "default": "12.0e-6", "bind": "thermal_coeff_steel_input", - "validator": {"type": "double_range", "bottom": 0.0, "top": 1.0, "decimals": 8}, + "validator": {"type": "double_range", "bottom": 0.0, "top": 1.0, "decimals": 8, "notation": "scientific"}, }, { "id": "thermal_coeff_rcc", - "label": "Coefficient of Thermal Expansion for RCC\n(1/°C):", + "label": "Coefficient of Thermal Expansion for RCC (1/°C)", "type": "line", "default": "12.0e-6", "bind": "thermal_coeff_rcc_input", - "validator": {"type": "double_range", "bottom": 0.0, "top": 1.0, "decimals": 8}, + "validator": {"type": "double_range", "bottom": 0.0, "top": 1.0, "decimals": 8, "notation": "scientific"}, }, ], }, @@ -954,14 +895,14 @@ "fields": [ { "id": "bridge_temp_min", - "label": "Minimum (°C):", + "label": "Minimum (°C)", "type": "line", "read_only": True, "bind": "bridge_temp_min_input", }, { "id": "bridge_temp_max", - "label": "Maximum (°C):", + "label": "Maximum (°C)", "type": "line", "read_only": True, "bind": "bridge_temp_max_input", @@ -970,19 +911,19 @@ }, { "id": "temp_design_section", - "title": "Temperature for Design:", + "title": "Temperature for Design", "type": "output_group", "fields": [ { "id": "temp_rise", - "label": "Rise (°C):", + "label": "Rise (°C)", "type": "line", "read_only": True, "bind": "temp_rise_input", }, { "id": "temp_fall", - "label": "Fall (°C):", + "label": "Fall (°C)", "type": "line", "read_only": True, "bind": "temp_fall_input", @@ -1003,7 +944,7 @@ "fields": { "load_case": { "id": "custom_load_case", - "label": "Load Case:", + "label": "Load Case", "type": "combo", "bind": "custom_load_case_combo", }, @@ -1011,26 +952,26 @@ "id": "custom_load_case_name", "label": "", # Hidden label, uses spacer "type": "line", - "placeholder": "custom", + "placeholder": "Custom", "bind": "custom_load_case_name_input", "enabled": False, }, "load_type": { "id": "custom_load_type", - "label": "Load Type:", + "label": "Load Type", "type": "combo", "bind": "custom_load_type_combo", }, "point_left": { "id": "custom_point_left", - "label": "Distance from Left Edge of Bridge (m):", + "label": "Distance from Left Edge of Bridge (m)", "type": "line", "bind": "custom_point_left_input", "validator": {"type": "double_range", "bottom": 0.0, "top": 1000.0, "decimals": 3}, }, "point_bearing": { "id": "custom_point_bearing", - "label": "Distance from Center Line of Bearing (m):", + "label": "Distance from Center Line of Bearing (m)", "type": "line", "bind": "custom_point_bearing_input", "validator": {"type": "double_range", "bottom": -1000.0, "top": 1000.0, "decimals": 3}, @@ -1075,46 +1016,20 @@ LOAD_COMBINATION_TAB_SCHEMA = { "id": "load_combination_tab", "label_width": 280, - "rows": [ - { - "fields": [ - { - "id": "auto_include_irc6", - "label": "Auto include all IRC 6 Load Combinations", - "type": "checkbox", - "bind": "auto_include_checkbox", - } - ] - }, - ], - "controls": [ - { - "id": "add", - "label": "Add", - "type": "button", - "bind": "load_combo_add_btn", - "width": 60, - }, - { - "id": "edit", - "label": "Edit", - "type": "button", - "bind": "load_combo_edit_btn", - "width": 60, - }, + "sections": [ { - "id": "delete", - "label": "Delete", - "type": "button", - "bind": "load_combo_delete_btn", - "width": 60, + "id": "irc_load_combos_section", + "title": "Load Combinations from IRC 6", + "type": "dynamic_checkbox_list", + "bind": "irc_load_combos_checkboxes", + "default_checked": False, }, { - "id": "default", - "label": "Default", - "type": "button", - "bind": "load_combo_default_btn", - "width": 60, + "id": "custom_load_combo_section", + "title": "Custom Load Combination", + "type": "custom_load_combo_table", + "bind": "custom_load_combo_table", + "add_button_bind": "load_combo_add_btn", }, ], } diff --git a/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py b/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py index 10c300920..9706799be 100644 --- a/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py +++ b/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py @@ -1,4 +1,4 @@ -""" +""" Additional Inputs Widget for Highway Bridge Design Provides detailed input fields for manual bridge parameter definition """ @@ -15,6 +15,7 @@ from osdagbridge.core.utils.common import * from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style, create_action_button_bar +from osdagbridge.desktop.ui.dialogs.custom_messagebox import CustomMessageBox, MessageBoxType from osdagbridge.desktop.ui.dialogs.tabs.typical_section_details import TypicalSectionDetailsTab, show_warning from osdagbridge.desktop.ui.dialogs.tabs.section_properties_tab import SectionPropertiesTab from osdagbridge.desktop.ui.dialogs.tabs.loading_tab import LoadingTab @@ -68,6 +69,7 @@ def _save_inputs(self): errors = [] for tab in [ + self.loading_tab, self.support_tab, self.design_options_tab, self.design_options_cont_tab, @@ -112,56 +114,24 @@ def _save_inputs(self): self._last_saved_data = saved - box = QMessageBox(self) - box.setIcon(QMessageBox.Information) - box.setWindowTitle("Saved") - box.setText("Inputs saved successfully.") - box.setStandardButtons(QMessageBox.Ok) - box.setDefaultButton(QMessageBox.Ok) - box.setWindowModality(Qt.ApplicationModal) - - box.setStyleSheet(""" - QMessageBox { - background-color: #ffffff; - } - - QMessageBox QLabel { - color: #2b2b2b; - font-size: 12px; - } - """) - - box.exec() + CustomMessageBox( + title="Saved", + text="Inputs saved successfully.", + buttons=["OK"], + dialogType=MessageBoxType.Success, + ).exec() # self.accept() def _show_validation_errors(self, errors): message = "\n\n".join(f"• {err}" for err in errors) - msg = QMessageBox(self) - msg.setIcon(QMessageBox.Warning) - msg.setWindowTitle("Validation Errors") - msg.setText(message) - - msg.setStyleSheet(""" - QMessageBox { - background-color: #ffffff; - } - QMessageBox QLabel { - color: #b00020; - font-size: 12px; - } - QMessageBox QPushButton { - background-color: #f0f0f0; - color: #000000; - border: 1px solid #888888; - border-radius: 4px; - padding: 6px 20px; - min-width: 80px; - } - """) - - msg.exec() + CustomMessageBox( + title="Validation Errors", + text=message, + buttons=["OK"], + dialogType=MessageBoxType.Warning, + ).exec() def _collect_all_values(self): """Collect values from all bound widgets across all tabs.""" @@ -302,13 +272,20 @@ def _enforce_decimal_places(self, places=2): for line_edit in self.findChildren(QLineEdit): validator = line_edit.validator() if isinstance(validator, QDoubleValidator): - validator.setDecimals(places) - validator.setNotation(QDoubleValidator.StandardNotation) + # Only enforce standard notation decimals if it's not explicitly scientific + if validator.notation() != QDoubleValidator.ScientificNotation: + validator.setDecimals(places) + validator.setNotation(QDoubleValidator.StandardNotation) def _normalize_numeric_texts(self, places=2): """Format any numeric QLineEdit text to the specified decimal places.""" fmt = f"{{:.{places}f}}" for line_edit in self.findChildren(QLineEdit): + # Skip fields with scientific validators + validator = line_edit.validator() + if isinstance(validator, QDoubleValidator) and validator.notation() == QDoubleValidator.ScientificNotation: + continue + text = line_edit.text().strip() if not text: continue @@ -577,6 +554,18 @@ def update_footpath_value(self, footpath_value): self.footpath_value = footpath_value self.typical_section_tab.update_footpath_value(footpath_value) + def update_project_location(self, location_data): + """Update dependent tabs when project location changes""" + if hasattr(self, "loading_tab"): + if hasattr(self.loading_tab, "temperature_load_tab") and hasattr(self.loading_tab.temperature_load_tab, "update_project_location"): + self.loading_tab.temperature_load_tab.update_project_location(location_data) + + if hasattr(self.loading_tab, "seismic_load_tab") and hasattr(self.loading_tab.seismic_load_tab, "update_project_location"): + self.loading_tab.seismic_load_tab.update_project_location(location_data) + + if hasattr(self.loading_tab, "wind_load_tab") and hasattr(self.loading_tab.wind_load_tab, "update_project_location"): + self.loading_tab.wind_load_tab.update_project_location(location_data) + def set_member_properties_editable(self, editable: bool) -> None: self._member_properties_editable = bool(editable) if hasattr(self, "section_properties_tab") and self.section_properties_tab is not None: @@ -586,12 +575,12 @@ def set_member_properties_editable(self, editable: bool) -> None: pass def _show_placeholder_message(self, action_name): - box = QMessageBox(self) - box.setIcon(QMessageBox.Information) - box.setWindowTitle("Coming soon") - box.setText(f"{action_name} action not implemented yet.") - box.setStandardButtons(QMessageBox.Ok) - box.exec() + CustomMessageBox( + title="Coming soon", + text=f"{action_name} action not implemented yet.", + buttons=["OK"], + dialogType=MessageBoxType.Information, + ).exec() def _on_top_tab_changed(self, index: int) -> None: if index < 0: @@ -608,14 +597,12 @@ def _on_top_tab_changed(self, index: int) -> None: try: if hasattr(self, "section_properties_tab") and hasattr(self.section_properties_tab, "has_unsaved_changes"): if self.section_properties_tab.has_unsaved_changes(): - box = QMessageBox(self) - box.setIcon(QMessageBox.Warning) - box.setWindowTitle("Unsaved Inputs") - box.setText("Please save Member Properties before switching tabs.") - box.setStandardButtons(QMessageBox.Ok) - box.setDefaultButton(QMessageBox.Ok) - box.setWindowModality(Qt.ApplicationModal) - box.exec() + CustomMessageBox( + title="Unsaved Inputs", + text="Please save Member Properties before switching tabs.", + buttons=["OK"], + dialogType=MessageBoxType.Warning, + ).exec() prev = self.tabs.blockSignals(True) self.tabs.setCurrentIndex(previous) self.tabs.blockSignals(prev) diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/custom_vehicle_dialog.py b/src/osdagbridge/desktop/ui/dialogs/tabs/custom_vehicle_dialog.py index 07859e9c3..5deabbb98 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/custom_vehicle_dialog.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/custom_vehicle_dialog.py @@ -1,42 +1,67 @@ -"""Auto-generated tab module extracted from additional_inputs.""" -import sys -import os +"""Dialog for adding or editing custom live load vehicles.""" + +from PySide6.QtCore import Qt +from PySide6.QtGui import QDoubleValidator from PySide6.QtWidgets import ( - QWidget, QVBoxLayout, QHBoxLayout, QTabWidget, QTabBar, QLabel, QLineEdit, - QComboBox, QGroupBox, QFormLayout, QPushButton, QScrollArea, - QCheckBox, QMessageBox, QSizePolicy, QSpacerItem, QStackedWidget, - QFrame, QGridLayout, QTableWidget, QTableWidgetItem, QHeaderView, - QTextEdit, QDialog, QSizePolicy, QSizeGrip + QComboBox, + QDialog, + QGridLayout, + QHBoxLayout, + QHeaderView, + QLabel, + QLineEdit, + QMessageBox, + QPushButton, + QStackedWidget, + QTableWidget, + QTableWidgetItem, + QVBoxLayout, + QWidget, ) -from PySide6.QtCore import Qt, Signal, QSize -from PySide6.QtGui import QDoubleValidator, QIntValidator - -from osdagbridge.core.utils.common import * -from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style +from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar class CustomVehicleDialog(QDialog): """Dialog for adding or editing custom live load vehicles""" def __init__(self, parent=None): super().__init__(parent) + self.vehicle_data = None + self._selected_axle_row = None self.setWindowTitle("Live Load Custom Vehicle Add/Edit") + self.setObjectName("custom_vehicle_dialog") self.setModal(True) - self.setMinimumWidth(420) - self.setMinimumHeight(500) + self.resize(640, 580) + self.setMinimumSize(620, 560) + self.setMaximumSize(16777215, 16777215) self.setStyleSheet(""" - QDialog { background-color: #ffffff; } - QLabel { color: #2b2b2b; font-size: 11px; background: transparent; } - QLineEdit { - background-color: #ffffff; - border: 1px solid #8a8a8a; - border-radius: 4px; - padding: 4px 8px; - min-height: 24px; + QDialog#custom_vehicle_dialog { + background-color: #ffffff; + border: 1px solid #90AF13; + } + QDialog#custom_vehicle_dialog QWidget#CustomTitleBar { + background-color: #ffffff; + } + QDialog#custom_vehicle_dialog QLabel#TitleLabel { color: #2b2b2b; } - QLineEdit:focus { border: 1px solid #5a5a5a; } - QLineEdit:read-only { background-color: #f0f0f0; color: #5a5a5a; } + QDialog#custom_vehicle_dialog QWidget#BottomLine { + background-color: #90AF13; + } + QDialog#custom_vehicle_dialog QToolButton#CloseButton { + background: transparent; + color: #1f1f1f; + border: none; + } + QDialog#custom_vehicle_dialog QToolButton#CloseButton:hover { + background: #e81123; + color: #ffffff; + } + QDialog#custom_vehicle_dialog QToolButton#CloseButton:pressed { + background: #c50f1f; + color: #ffffff; + } + QLabel { color: #2b2b2b; font-size: 11px; background: transparent; } QPushButton { background-color: #ffffff; color: #2b2b2b; @@ -62,12 +87,33 @@ def __init__(self, parent=None): font-weight: 600; } """) + self.setupWrapper() self.init_ui() + self._setup_validators() + self._connect_signals() + self._refresh_axle_buttons_state() + self._on_vehicle_type_changed(self.vehicle_type_combo.currentText()) + + def setupWrapper(self): + # Keep frameless behavior but avoid native min/max tracking glitches on Windows. + self.setWindowFlags(Qt.FramelessWindowHint | Qt.Dialog) + + main_layout = QVBoxLayout(self) + main_layout.setContentsMargins(1, 1, 1, 1) + main_layout.setSpacing(0) + + self.title_bar = CustomTitleBar(parent=self) + self.title_bar.setTitle("Live Load Custom Vehicle Add/Edit") + main_layout.addWidget(self.title_bar) + + self.content_widget = QWidget(self) + self.content_widget.setStyleSheet("background-color: #ffffff;") + main_layout.addWidget(self.content_widget, 1) def init_ui(self): - layout = QVBoxLayout(self) - layout.setContentsMargins(16, 16, 16, 16) - layout.setSpacing(12) + layout = QVBoxLayout(self.content_widget) + layout.setContentsMargins(12, 12, 12, 12) + layout.setSpacing(8) # Vehicle Name row name_row = QHBoxLayout() @@ -75,26 +121,50 @@ def init_ui(self): name_label = QLabel("Vehicle Name:") name_label.setStyleSheet("font-weight: 600;") self.vehicle_name_input = QLineEdit() - self.vehicle_name_input.setFixedWidth(120) + self.vehicle_name_input.setFixedWidth(165) + apply_field_style(self.vehicle_name_input) name_row.addWidget(name_label) name_row.addWidget(self.vehicle_name_input) + + name_row.addSpacing(20) + type_label = QLabel("Vehicle Type:") + type_label.setStyleSheet("font-weight: 600;") + self.vehicle_type_combo = QComboBox() + self.vehicle_type_combo.addItems(["Wheeled", "Tracked", "Bogie"]) + self.vehicle_type_combo.setFixedWidth(120) + apply_field_style(self.vehicle_type_combo) + name_row.addWidget(type_label) + name_row.addWidget(self.vehicle_type_combo) + name_row.addStretch() layout.addLayout(name_row) + self.stacked_widget = QStackedWidget() + layout.addWidget(self.stacked_widget) + + # --- Page 1: Wheeled --- + self.wheeled_page = QWidget() + wheeled_layout = QVBoxLayout(self.wheeled_page) + wheeled_layout.setContentsMargins(0, 0, 0, 0) + wheeled_layout.setSpacing(8) + wheeled_layout.setAlignment(Qt.AlignTop) + # P# D# row with Add/Modify/Delete buttons pd_button_row = QHBoxLayout() pd_button_row.setSpacing(8) - p_label = QLabel("P#") + self.p_label = QLabel("Load, P# (kN)") self.P_input = QLineEdit() - self.P_input.setFixedWidth(50) - pd_button_row.addWidget(p_label) + self.P_input.setFixedWidth(68) + apply_field_style(self.P_input) + pd_button_row.addWidget(self.p_label) pd_button_row.addWidget(self.P_input) - d_label = QLabel("D#") + self.d_label = QLabel("Spacing, D# (m)") self.D_input = QLineEdit() - self.D_input.setFixedWidth(50) - pd_button_row.addWidget(d_label) + self.D_input.setFixedWidth(68) + apply_field_style(self.D_input) + pd_button_row.addWidget(self.d_label) pd_button_row.addWidget(self.D_input) pd_button_row.addStretch() @@ -106,27 +176,37 @@ def init_ui(self): pd_button_row.addWidget(self.modify_axle_button) pd_button_row.addWidget(self.delete_axle_button) - layout.addLayout(pd_button_row) + wheeled_layout.addLayout(pd_button_row) # Table and diagram row table_diagram_row = QHBoxLayout() - table_diagram_row.setSpacing(12) + table_diagram_row.setSpacing(10) # Axle table self.axle_table = QTableWidget() self.axle_table.setColumnCount(3) - self.axle_table.setHorizontalHeaderLabels(["No.", "Load (kN)", "Spacing (m)"]) - self.axle_table.horizontalHeader().setSectionResizeMode(QHeaderView.Stretch) + self.axle_table.setHorizontalHeaderLabels(["S.No.", "Load (kN)", "Spacing (m)"]) + self.axle_table.horizontalHeader().setSectionResizeMode(0, QHeaderView.Fixed) + self.axle_table.horizontalHeader().setSectionResizeMode(1, QHeaderView.Stretch) + self.axle_table.horizontalHeader().setSectionResizeMode(2, QHeaderView.Stretch) + self.axle_table.setColumnWidth(0, 52) self.axle_table.verticalHeader().setVisible(False) - self.axle_table.setMinimumHeight(120) - self.axle_table.setMaximumHeight(140) + self.axle_table.setSelectionBehavior(QTableWidget.SelectRows) + self.axle_table.setSelectionMode(QTableWidget.SingleSelection) + self.axle_table.setEditTriggers(QTableWidget.NoEditTriggers) + self.axle_table.setShowGrid(True) + self.axle_table.setFrameShape(QTableWidget.StyledPanel) + self.axle_table.setLineWidth(1) + self.axle_table.setMinimumHeight(118) + self.axle_table.setMaximumHeight(118) table_diagram_row.addWidget(self.axle_table, 1) # Axle diagram placeholder - axle_diagram = QLabel("Axle Layout Diagram") - axle_diagram.setAlignment(Qt.AlignCenter) - axle_diagram.setMinimumHeight(120) - axle_diagram.setStyleSheet(""" + self.axle_diagram = QLabel("Axle Layout Diagram") + self.axle_diagram.setAlignment(Qt.AlignCenter) + self.axle_diagram.setMinimumHeight(118) + self.axle_diagram.setMaximumHeight(118) + self.axle_diagram.setStyleSheet(""" QLabel { border: 1px solid #8a8a8a; border-radius: 4px; @@ -135,49 +215,123 @@ def init_ui(self): font-size: 10px; } """) - table_diagram_row.addWidget(axle_diagram, 1) + table_diagram_row.addWidget(self.axle_diagram, 1) + + wheeled_layout.addLayout(table_diagram_row) + self.stacked_widget.addWidget(self.wheeled_page) + + # --- Page 2: Tracked / Bogie --- + self.tb_page = QWidget() + tb_layout = QVBoxLayout(self.tb_page) + tb_layout.setContentsMargins(0, 0, 0, 0) + tb_layout.setSpacing(8) + tb_layout.setAlignment(Qt.AlignTop) + + # Spacer strictly balancing the top buttons row from wheeled_page + top_spacer = QWidget() + top_spacer.setFixedHeight(30) + tb_layout.addWidget(top_spacer) - layout.addLayout(table_diagram_row) + tb_bottom_row = QHBoxLayout() + tb_bottom_row.setSpacing(10) + + # Left side inputs (P, D) + tb_inputs_layout = QVBoxLayout() + tb_inputs_layout.setSpacing(8) + tb_inputs_layout.setContentsMargins(0, 0, 0, 0) + + tb_inputs_layout.addStretch() + + tb_p_row = QHBoxLayout() + self.tb_p_label = QLabel("P (kN)") + self.tb_p_label.setFixedWidth(50) + self.tb_P_input = QLineEdit() + self.tb_P_input.setFixedWidth(68) + apply_field_style(self.tb_P_input) + tb_p_row.addWidget(self.tb_p_label) + tb_p_row.addWidget(self.tb_P_input) + tb_p_row.addStretch() + + tb_d_row = QHBoxLayout() + self.tb_d_label = QLabel("D (m)") + self.tb_d_label.setFixedWidth(50) + self.tb_D_input = QLineEdit() + self.tb_D_input.setFixedWidth(68) + apply_field_style(self.tb_D_input) + tb_d_row.addWidget(self.tb_d_label) + tb_d_row.addWidget(self.tb_D_input) + tb_d_row.addStretch() + + tb_inputs_layout.addLayout(tb_p_row) + tb_inputs_layout.addLayout(tb_d_row) + tb_inputs_layout.addStretch() + + left_widget = QWidget() + left_widget.setLayout(tb_inputs_layout) + tb_bottom_row.addWidget(left_widget, 1) + + # Right side diagram + self.tb_axle_diagram = QLabel("Tracked Layout Diagram") + self.tb_axle_diagram.setAlignment(Qt.AlignCenter) + self.tb_axle_diagram.setMinimumHeight(118) + self.tb_axle_diagram.setMaximumHeight(118) + self.tb_axle_diagram.setStyleSheet(""" + QLabel { + border: 1px solid #8a8a8a; + border-radius: 4px; + background: #ffffff; + color: #6a6a6a; + font-size: 10px; + } + """) + tb_bottom_row.addWidget(self.tb_axle_diagram, 1) + + tb_layout.addLayout(tb_bottom_row) + + self.stacked_widget.addWidget(self.tb_page) # Input fields grid fields_grid = QGridLayout() - fields_grid.setContentsMargins(0, 8, 0, 0) - fields_grid.setHorizontalSpacing(12) - fields_grid.setVerticalSpacing(10) - fields_grid.setColumnMinimumWidth(0, 240) + fields_grid.setContentsMargins(0, 6, 0, 0) + fields_grid.setHorizontalSpacing(10) + fields_grid.setVerticalSpacing(12) + fields_grid.setColumnMinimumWidth(0, 340) field_labels = [ - "Minimum nose to tail distance (m):", - "Width of Wheel, w (mm):", - "Minimum Clearance from Carriageway\nEdge, f (mm):", - "Minimum Clearance from Crossing Vehicles,\ng (mm):", - "Wheel Spacing in Transverse Direction (m):", - "Impact Factor:", + "Minimum nose to tail distance (m)", + "Width of Wheel, w (mm)", + "Minimum Clearance from Carriageway Edge, f (mm)", + "Minimum Clearance from Crossing Vehicles, g (mm)", + "Wheel Spacing in Transverse Direction (m)", + "Impact Factor", ] + self._required_labels = field_labels[:-1] self.custom_fields = {} for row, text in enumerate(field_labels): lbl = QLabel(text) + lbl.setWordWrap(False) + lbl.setFixedWidth(340) field = QLineEdit() if "Impact" in text: field.setText("0.25") field.setReadOnly(True) - field.setFixedWidth(100) + field.setFixedWidth(150) + field.setFixedHeight(28) + apply_field_style(field) + fields_grid.setRowMinimumHeight(row, 32) fields_grid.addWidget(lbl, row, 0, Qt.AlignLeft | Qt.AlignVCenter) fields_grid.addWidget(field, row, 1, Qt.AlignLeft | Qt.AlignVCenter) self.custom_fields[text] = field layout.addLayout(fields_grid) - # Bottom diagram - Clear Carriageway Width - bottom_diagram_label = QLabel("CLEAR CARRIAGEWAY WIDTH") - bottom_diagram_label.setAlignment(Qt.AlignCenter) - bottom_diagram_label.setStyleSheet("font-size: 9px; font-weight: 600; color: #5a5a5a; background: transparent;") - layout.addWidget(bottom_diagram_label) + # Keep heading clear from the last input row. + layout.addSpacing(16) bottom_diagram = QLabel("") bottom_diagram.setAlignment(Qt.AlignCenter) - bottom_diagram.setMinimumHeight(80) + bottom_diagram.setMinimumHeight(62) bottom_diagram.setStyleSheet(""" QLabel { border: 1px solid #8a8a8a; @@ -187,5 +341,259 @@ def init_ui(self): """) layout.addWidget(bottom_diagram) - layout.addStretch() + button_row = QHBoxLayout() + button_row.addStretch() + self.save_button = QPushButton("Save") + self.cancel_button = QPushButton("Cancel") + self.save_button.setFixedWidth(90) + self.cancel_button.setFixedWidth(90) + button_row.addWidget(self.save_button) + button_row.addWidget(self.cancel_button) + layout.addLayout(button_row) + + def _setup_validators(self): + numeric = QDoubleValidator(0.0, 1_000_000.0, 3, self) + numeric.setNotation(QDoubleValidator.StandardNotation) + self.P_input.setValidator(numeric) + self.D_input.setValidator(numeric) + self.tb_P_input.setValidator(numeric) + self.tb_D_input.setValidator(numeric) + + for label, field in self.custom_fields.items(): + if "Impact" in label: + continue + validator = QDoubleValidator(0.0, 1_000_000.0, 3, self) + validator.setNotation(QDoubleValidator.StandardNotation) + field.setValidator(validator) + + def _connect_signals(self): + self.add_axle_button.clicked.connect(self._add_axle) + self.modify_axle_button.clicked.connect(self._modify_axle) + self.delete_axle_button.clicked.connect(self._delete_axle) + self.axle_table.itemSelectionChanged.connect(self._on_axle_selection_changed) + self.save_button.clicked.connect(self._save_and_accept) + self.cancel_button.clicked.connect(self.reject) + self.vehicle_type_combo.currentTextChanged.connect(self._on_vehicle_type_changed) + + def _on_vehicle_type_changed(self, text): + is_wheeled = text == "Wheeled" + if is_wheeled: + self.stacked_widget.setCurrentIndex(0) + self._refresh_axle_buttons_state() + else: + self.stacked_widget.setCurrentIndex(1) + is_bogie = text == "Bogie" + self.tb_p_label.setText("Pb (kN)" if is_bogie else "P (kN)") + self.tb_d_label.setText("Db (m)" if is_bogie else "D (m)") + self.tb_axle_diagram.setText("Bogie Layout Diagram" if is_bogie else "Tracked Layout Diagram") + + def _refresh_axle_buttons_state(self): + enabled = self._selected_axle_row is not None + self.modify_axle_button.setEnabled(enabled) + self.delete_axle_button.setEnabled(enabled) + + @staticmethod + def _fmt(value): + text = f"{value:.3f}".rstrip("0").rstrip(".") + return text if text else "0" + + def _validate_axle_inputs(self): + p_text = self.P_input.text().strip() + d_text = self.D_input.text().strip() + if not p_text or not d_text: + QMessageBox.warning(self, "Invalid Axle", "Please enter both P# and D# values.") + return None + + try: + p_value = float(p_text) + d_value = float(d_text) + except ValueError: + QMessageBox.warning(self, "Invalid Axle", "P# and D# must be numeric values.") + return None + + if p_value <= 0: + QMessageBox.warning(self, "Invalid Axle", "P# must be greater than 0.") + return None + if d_value < 0: + QMessageBox.warning(self, "Invalid Axle", "D# cannot be negative.") + return None + return p_value, d_value + + def _set_axle_row(self, row, load_value, spacing_value): + load_item = QTableWidgetItem(self._fmt(load_value)) + spacing_item = QTableWidgetItem(self._fmt(spacing_value)) + for item in (load_item, spacing_item): + item.setFlags(Qt.ItemIsEnabled | Qt.ItemIsSelectable) + item.setTextAlignment(Qt.AlignCenter) + self.axle_table.setItem(row, 1, load_item) + self.axle_table.setItem(row, 2, spacing_item) + + def _renumber_rows(self): + for row in range(self.axle_table.rowCount()): + serial_item = QTableWidgetItem(str(row + 1)) + serial_item.setFlags(Qt.ItemIsEnabled | Qt.ItemIsSelectable) + serial_item.setTextAlignment(Qt.AlignCenter) + self.axle_table.setItem(row, 0, serial_item) + + def _on_axle_selection_changed(self): + selected = self.axle_table.selectedItems() + if not selected: + self._selected_axle_row = None + self._refresh_axle_buttons_state() + return + + row = selected[0].row() + self._selected_axle_row = row + load_item = self.axle_table.item(row, 1) + spacing_item = self.axle_table.item(row, 2) + self.P_input.setText(load_item.text() if load_item else "") + self.D_input.setText(spacing_item.text() if spacing_item else "") + self._refresh_axle_buttons_state() + + def _add_axle(self): + values = self._validate_axle_inputs() + if values is None: + return + load_value, spacing_value = values + row = self.axle_table.rowCount() + self.axle_table.insertRow(row) + self._set_axle_row(row, load_value, spacing_value) + self._renumber_rows() + self.axle_table.selectRow(row) + + def _modify_axle(self): + if self._selected_axle_row is None: + QMessageBox.information(self, "No Selection", "Select an axle row to modify.") + return + values = self._validate_axle_inputs() + if values is None: + return + load_value, spacing_value = values + self._set_axle_row(self._selected_axle_row, load_value, spacing_value) + + def _delete_axle(self): + if self._selected_axle_row is None: + QMessageBox.information(self, "No Selection", "Select an axle row to delete.") + return + self.axle_table.removeRow(self._selected_axle_row) + self._selected_axle_row = None + self._renumber_rows() + self.P_input.clear() + self.D_input.clear() + self._refresh_axle_buttons_state() + + def _field_float(self, label_text): + text = self.custom_fields[label_text].text().strip() + if not text: + return None + try: + return float(text) + except ValueError: + return None + + def _save_and_accept(self): + name = self.vehicle_name_input.text().strip() + if not name: + QMessageBox.warning(self, "Invalid Vehicle", "Please enter vehicle name.") + return + + vtype = self.vehicle_type_combo.currentText() + if vtype in ["Tracked", "Bogie"]: + p_text = self.tb_P_input.text().strip() + d_text = self.tb_D_input.text().strip() + if not p_text or not d_text: + QMessageBox.warning(self, "Invalid Vehicle", "Please enter both Load and Spacing.") + return + try: + load_kN = float(p_text) + spacing_m = float(d_text) + except ValueError: + QMessageBox.warning(self, "Invalid Vehicle", "Load and Spacing must be numeric values.") + return + if load_kN <= 0: + QMessageBox.warning(self, "Invalid Vehicle", "Load must be greater than 0.") + return + if spacing_m < 0: + QMessageBox.warning(self, "Invalid Vehicle", "Spacing cannot be negative.") + return + axles = [{"load_kN": load_kN, "spacing_m": spacing_m}] + else: + if self.axle_table.rowCount() == 0: + QMessageBox.warning(self, "Invalid Vehicle", "Please add at least one axle.") + return + axles = [] + for row in range(self.axle_table.rowCount()): + load_item = self.axle_table.item(row, 1) + spacing_item = self.axle_table.item(row, 2) + if not load_item or not spacing_item: + continue + axles.append({"load_kN": float(load_item.text()), "spacing_m": float(spacing_item.text())}) + + for label in self._required_labels: + if self._field_float(label) is None: + QMessageBox.warning( + self, + "Incomplete Inputs", + f"Please enter a valid value for: {label.replace(chr(10), ' ')}", + ) + return + + self.vehicle_data = { + "name": name, + "vehicle_type": self.vehicle_type_combo.currentText(), + "axles": axles, + "axle_loads": [a["load_kN"] for a in axles], + "axle_spacings": [a["spacing_m"] for a in axles], + "minimum_nose_to_tail_distance_m": self._field_float("Minimum nose to tail distance (m)"), + "wheel_width_mm": self._field_float("Width of Wheel, w (mm)"), + "minimum_clearance_carriageway_edge_mm": self._field_float("Minimum Clearance from Carriageway Edge, f (mm)"), + "minimum_clearance_crossing_vehicles_mm": self._field_float("Minimum Clearance from Crossing Vehicles, g (mm)"), + "wheel_spacing_transverse_m": self._field_float("Wheel Spacing in Transverse Direction (m)"), + "impact_factor": self._field_float("Impact Factor") or 0.25, + } + self.accept() + + def load_vehicle_data(self, vehicle_data): + self.vehicle_name_input.setText(str(vehicle_data.get("name", ""))) + vtype = vehicle_data.get("vehicle_type", "Wheeled") + idx = self.vehicle_type_combo.findText(vtype) + if idx >= 0: + self.vehicle_type_combo.setCurrentIndex(idx) + self.axle_table.setRowCount(0) + self._selected_axle_row = None + + axles = vehicle_data.get("axles") + if not axles: + loads = vehicle_data.get("axle_loads", []) + spacings = vehicle_data.get("axle_spacings", []) + axles = [ + {"load_kN": loads[i], "spacing_m": spacings[i]} + for i in range(min(len(loads), len(spacings))) + ] + + if vtype in ["Tracked", "Bogie"]: + if axles: + self.tb_P_input.setText(self._fmt(float(axles[0].get("load_kN", 0.0)))) + self.tb_D_input.setText(self._fmt(float(axles[0].get("spacing_m", 0.0)))) + else: + for axle in axles: + row = self.axle_table.rowCount() + self.axle_table.insertRow(row) + self._set_axle_row(row, float(axle.get("load_kN", 0.0)), float(axle.get("spacing_m", 0.0))) + self._renumber_rows() + + mapping = { + "Minimum nose to tail distance (m)": "minimum_nose_to_tail_distance_m", + "Width of Wheel, w (mm)": "wheel_width_mm", + "Minimum Clearance from Carriageway Edge, f (mm)": "minimum_clearance_carriageway_edge_mm", + "Minimum Clearance from Crossing Vehicles, g (mm)": "minimum_clearance_crossing_vehicles_mm", + "Wheel Spacing in Transverse Direction (m)": "wheel_spacing_transverse_m", + "Impact Factor": "impact_factor", + } + for label, key in mapping.items(): + value = vehicle_data.get(key) + self.custom_fields[label].setText("") if value is None else self.custom_fields[label].setText(self._fmt(float(value))) + + self._refresh_axle_buttons_state() + self._on_vehicle_type_changed(vtype) diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/loading_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/loading_tab.py index 864deb9b3..301f0bd1a 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/loading_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/loading_tab.py @@ -12,10 +12,11 @@ QSizePolicy, ) from PySide6.QtCore import Qt +from PySide6.QtGui import QDoubleValidator, QIntValidator, QValidator +import copy from osdagbridge.core.utils.common import VALUES_YES_NO from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style -from osdagbridge.desktop.ui.dialogs.tabs.custom_vehicle_dialog import CustomVehicleDialog from osdagbridge.desktop.ui.dialogs.tabs.sub_tabs.loading.permanent_load_tab import PermanentLoadTab from osdagbridge.desktop.ui.dialogs.tabs.sub_tabs.loading.live_load_tab import LiveLoadTab from osdagbridge.desktop.ui.dialogs.tabs.sub_tabs.loading.seismic_load_tab import SeismicLoadTab @@ -37,7 +38,6 @@ def __init__(self, parent=None): self.braking_vehicle_checkboxes = [] self.braking_vehicle_labels = [] - self.custom_vehicle_dialog = CustomVehicleDialog(self) self.custom_load_items = [] self.load_combo_items = [] @@ -203,11 +203,6 @@ def _on_live_load_mode_changed(self, mode): if not is_custom: self.live_load_custom_input.clear() - def show_custom_vehicle_dialog(self): - self.custom_vehicle_dialog.show() - self.custom_vehicle_dialog.raise_() - self.custom_vehicle_dialog.activateWindow() - def update_permanent_load_dependencies(self, has_median: bool, has_footpath: bool): """ Forward dependency updates to PermanentLoadTab @@ -237,4 +232,218 @@ def reset_defaults(self): if hasattr(self, "temperature_load_tab") and hasattr(self.temperature_load_tab, "reset_defaults"): self.temperature_load_tab.reset_defaults() if hasattr(self, "custom_load_tab") and hasattr(self.custom_load_tab, "reset_defaults"): - self.custom_load_tab.reset_defaults() \ No newline at end of file + self.custom_load_tab.reset_defaults() + + def _format_field_name(self, name: str) -> str: + return str(name or "field").replace("_", " ").strip().title() + + def _build_named_widget_map(self): + named_widgets = {} + + def collect(scope_obj, prefix=""): + for attr_name, value in vars(scope_obj).items(): + if isinstance(value, (QLineEdit, QComboBox, QCheckBox)): + key = f"{prefix}.{attr_name}" if prefix else attr_name + named_widgets[key] = value + + collect(self) + for tab_name in ( + "permanent_load_tab", + "live_load_tab", + "seismic_load_tab", + "wind_load_tab", + "temperature_load_tab", + "custom_load_tab", + "load_combination_tab", + ): + tab = getattr(self, tab_name, None) + if tab is not None: + collect(tab, tab_name) + + return named_widgets + + def _sync_load_combo_included_flags(self): + tab = getattr(self, "load_combination_tab", None) + table = getattr(tab, "load_combo_table", None) if tab else None + if not tab or table is None: + return + + for row_idx in range(table.rowCount()): + if row_idx >= len(self.load_combo_items): + break + included = False + checkbox_widget = table.cellWidget(row_idx, 2) + if checkbox_widget is not None: + checkbox = checkbox_widget.findChild(QCheckBox) + if checkbox is not None: + included = checkbox.isChecked() + self.load_combo_items[row_idx]["included"] = included + + def validate_tab(self): + errors = [] + named_widgets = self._build_named_widget_map() + #Validate only fields from the currently active Loading sub-tab. + active_tab = self.load_tabs.currentWidget() if hasattr(self, "load_tabs") else None + active_tab_name = None + for tab_name in ( + "permanent_load_tab", + "live_load_tab", + "seismic_load_tab", + "wind_load_tab", + "temperature_load_tab", + "custom_load_tab", + "load_combination_tab", + ): + if getattr(self, tab_name, None) is active_tab: + active_tab_name = tab_name + break + + custom_entry_fields = { + "custom_load_case_name_input", + "custom_point_left_input", + "custom_point_bearing_input", + "custom_line_left_start", + "custom_line_left_end", + "custom_line_bearing_start", + "custom_line_bearing_end", + } + + for key, widget in named_widgets.items(): + if not isinstance(widget, QLineEdit): + continue + + # Validate only fields from the currently active Loading sub-tab. + key_parts = key.split(".", 1) + if len(key_parts) == 2: + key_tab_name, attr_name = key_parts + if active_tab_name and key_tab_name != active_tab_name: + continue + else: + attr_name = key_parts[0] + + # Custom Load Add/Edit inputs are transient and validated on tab-level Save. + if active_tab_name == "custom_load_tab" and attr_name in custom_entry_fields: + continue + + if not widget.isEnabled() or widget.isReadOnly(): + continue + if not widget.isVisible(): + continue + + field_name = self._format_field_name(key.split(".")[-1]) + text = widget.text().strip() + if not text: + errors.append(f"{field_name} cannot be empty.") + continue + + validator = widget.validator() + if validator is None: + continue + + state = validator.validate(text, 0)[0] + if state == QValidator.Acceptable: + continue + + if isinstance(validator, (QDoubleValidator, QIntValidator)): + errors.append( + f"{field_name} must be between {validator.bottom()} and {validator.top()}." + ) + else: + errors.append(f"{field_name} has invalid value.") + + # Additional consistency checks for custom collections used in Loading. + custom_load_tab = getattr(self, "custom_load_tab", None) + if custom_load_tab is not None and hasattr(custom_load_tab, "_editing_load_data"): + if getattr(custom_load_tab, "_editing_load_data", None): + errors.append("Please save or clear the Custom Load currently being edited.") + + return list(dict.fromkeys(errors)) + + def save_values(self): + values = {} + named_widgets = self._build_named_widget_map() + + for key, widget in named_widgets.items(): + if isinstance(widget, QLineEdit): + values[key] = widget.text() + elif isinstance(widget, QComboBox): + values[key] = widget.currentText() + elif isinstance(widget, QCheckBox): + values[key] = widget.isChecked() + + # Persist checkbox list states that are dynamically generated. + if getattr(self, "irc_vehicle_labels", None) and getattr(self, "irc_vehicle_checkboxes", None): + values["loading.irc_vehicle_checks"] = { + lbl.text(): cb.isChecked() + for lbl, cb in zip(self.irc_vehicle_labels, self.irc_vehicle_checkboxes) + } + + if getattr(self, "braking_vehicle_labels", None) and getattr(self, "braking_vehicle_checkboxes", None): + values["loading.braking_vehicle_checks"] = { + lbl.text(): cb.isChecked() + for lbl, cb in zip(self.braking_vehicle_labels, self.braking_vehicle_checkboxes) + } + + self._sync_load_combo_included_flags() + values["loading.custom_load_items"] = copy.deepcopy(self.custom_load_items) + values["loading.load_combo_items"] = copy.deepcopy(self.load_combo_items) + + live_tab = getattr(self, "live_load_tab", None) + if live_tab is not None: + values["loading.live_custom_vehicles"] = copy.deepcopy(getattr(live_tab, "custom_vehicles", {})) + values["loading.live_has_real_custom_vehicle"] = bool(getattr(live_tab, "has_real_custom_vehicle", False)) + + return values + + def restore_values(self, data: dict): + if not isinstance(data, dict): + return + + named_widgets = self._build_named_widget_map() + for key, value in data.items(): + if key not in named_widgets: + continue + widget = named_widgets[key] + if isinstance(widget, QLineEdit): + widget.setText(str(value)) + elif isinstance(widget, QComboBox): + widget.setCurrentText(str(value)) + elif isinstance(widget, QCheckBox): + widget.setChecked(bool(value)) + + custom_load_items = data.get("loading.custom_load_items") + if isinstance(custom_load_items, list): + self.custom_load_items.clear() + self.custom_load_items.extend(copy.deepcopy(custom_load_items)) + if hasattr(self, "custom_load_tab") and hasattr(self.custom_load_tab, "_refresh_custom_load_table"): + self.custom_load_tab._refresh_custom_load_table() + + load_combo_items = data.get("loading.load_combo_items") + if isinstance(load_combo_items, list): + self.load_combo_items.clear() + self.load_combo_items.extend(copy.deepcopy(load_combo_items)) + if hasattr(self, "load_combination_tab") and hasattr(self.load_combination_tab, "_refresh_load_combo_table"): + self.load_combination_tab._refresh_load_combo_table() + + irc_states = data.get("loading.irc_vehicle_checks") + if isinstance(irc_states, dict): + for lbl, cb in zip(getattr(self, "irc_vehicle_labels", []), getattr(self, "irc_vehicle_checkboxes", [])): + cb.setChecked(bool(irc_states.get(lbl.text(), cb.isChecked()))) + + braking_states = data.get("loading.braking_vehicle_checks") + if isinstance(braking_states, dict): + for lbl, cb in zip(getattr(self, "braking_vehicle_labels", []), getattr(self, "braking_vehicle_checkboxes", [])): + cb.setChecked(bool(braking_states.get(lbl.text(), cb.isChecked()))) + + live_tab = getattr(self, "live_load_tab", None) + custom_vehicles = data.get("loading.live_custom_vehicles") + if live_tab is not None and isinstance(custom_vehicles, dict): + if hasattr(live_tab, "custom_vehicle_table"): + live_tab.custom_vehicle_table.setRowCount(0) + live_tab.custom_vehicles.clear() + live_tab.has_real_custom_vehicle = bool(data.get("loading.live_has_real_custom_vehicle", bool(custom_vehicles))) + for vehicle_name, vehicle_data in custom_vehicles.items(): + merged = dict(vehicle_data) + merged["name"] = vehicle_name + if hasattr(live_tab, "_add_custom_vehicle"): + live_tab._add_custom_vehicle(merged) diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/custom_load_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/custom_load_tab.py index 3cfe392f9..aa53fb952 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/custom_load_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/custom_load_tab.py @@ -8,7 +8,6 @@ QHBoxLayout, QLabel, QLineEdit, - QMessageBox, QPushButton, QScrollArea, QStackedWidget, @@ -21,6 +20,7 @@ ) from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style +from osdagbridge.desktop.ui.dialogs.custom_messagebox import CustomMessageBox, MessageBoxType from osdagbridge.core.bridge_types.plate_girder.ui_fields_additional_input import CUSTOM_LOAD_TAB_SCHEMA @@ -63,7 +63,7 @@ def _build_ui(self): label_style = "font-size: 11px; color: #2a2a2a; background: transparent; border: none;" heading_style = "font-size: 11px; font-weight: 700; color: #1a1a1a; background: transparent; border: none;" - label_width = schema.get("label_width", 260) + label_width = schema.get("label_width", 280) field_width = schema.get("field_width", 140) left_column = QVBoxLayout() @@ -139,7 +139,7 @@ def _build_ui(self): owner.custom_load_type_combo = QComboBox() owner.custom_load_type_combo.addItems(schema["load_type_choices"]) - owner.custom_load_type_combo.setFixedWidth(field_width) + owner.custom_load_type_combo.setFixedWidth(field_width * 2 + 8) apply_field_style(owner.custom_load_type_combo) load_type_row.addWidget(lbl) @@ -159,7 +159,7 @@ def _build_ui(self): point_widget = QWidget() point_widget.setObjectName("customPointWidget") point_layout = QVBoxLayout(point_widget) - point_layout.setContentsMargins(0, 8, 0, 0) + point_layout.setContentsMargins(0, 0, 0, 0) point_layout.setSpacing(10) point_left_field = schema["fields"]["point_left"] @@ -171,7 +171,7 @@ def _build_ui(self): lbl.setFixedWidth(label_width) owner.custom_point_left_input = QLineEdit() - owner.custom_point_left_input.setFixedWidth(field_width) + owner.custom_point_left_input.setFixedWidth(field_width * 2 + 8) apply_field_style(owner.custom_point_left_input) self._apply_validator(owner.custom_point_left_input, point_left_field.get("validator")) @@ -189,7 +189,7 @@ def _build_ui(self): lbl.setFixedWidth(label_width) owner.custom_point_bearing_input = QLineEdit() - owner.custom_point_bearing_input.setFixedWidth(field_width) + owner.custom_point_bearing_input.setFixedWidth(field_width * 2 + 8) apply_field_style(owner.custom_point_bearing_input) self._apply_validator(owner.custom_point_bearing_input, point_bearing_field.get("validator")) @@ -203,14 +203,14 @@ def _build_ui(self): line_widget = QWidget() line_widget.setObjectName("customLineWidget") line_layout = QVBoxLayout(line_widget) - line_layout.setContentsMargins(0, 8, 0, 0) + line_layout.setContentsMargins(0, 0, 0, 0) line_layout.setSpacing(10) line_left_start_field = schema["fields"]["line_left_start"] line_left_end_field = schema["fields"]["line_left_end"] left_edge_row = QHBoxLayout() - left_edge_row.setSpacing(8) + left_edge_row.setSpacing(4) left_label = QLabel(line_left_start_field["label"]) left_label.setStyleSheet(label_style) @@ -222,7 +222,7 @@ def _build_ui(self): left_start_lbl.setStyleSheet("font-size: 9px; color: #505050;") left_start_lbl.setAlignment(Qt.AlignCenter) owner.custom_line_left_start = QLineEdit() - owner.custom_line_left_start.setFixedWidth(line_left_start_field["field_width"]) + owner.custom_line_left_start.setFixedWidth(field_width + 2) apply_field_style(owner.custom_line_left_start) self._apply_validator(owner.custom_line_left_start, line_left_start_field.get("validator")) left_start_container.addWidget(left_start_lbl) @@ -234,7 +234,7 @@ def _build_ui(self): left_end_lbl.setStyleSheet("font-size: 9px; color: #505050;") left_end_lbl.setAlignment(Qt.AlignCenter) owner.custom_line_left_end = QLineEdit() - owner.custom_line_left_end.setFixedWidth(line_left_end_field["field_width"]) + owner.custom_line_left_end.setFixedWidth(field_width + 2) apply_field_style(owner.custom_line_left_end) self._apply_validator(owner.custom_line_left_end, line_left_end_field.get("validator")) left_end_container.addWidget(left_end_lbl) @@ -250,7 +250,7 @@ def _build_ui(self): line_bearing_end_field = schema["fields"]["line_bearing_end"] bearing_row = QHBoxLayout() - bearing_row.setSpacing(8) + bearing_row.setSpacing(4) bearing_label = QLabel(line_bearing_start_field["label"]) bearing_label.setStyleSheet(label_style) @@ -262,7 +262,7 @@ def _build_ui(self): bearing_start_lbl.setStyleSheet("font-size: 9px; color: #505050;") bearing_start_lbl.setAlignment(Qt.AlignCenter) owner.custom_line_bearing_start = QLineEdit() - owner.custom_line_bearing_start.setFixedWidth(line_bearing_start_field["field_width"]) + owner.custom_line_bearing_start.setFixedWidth(field_width + 2) apply_field_style(owner.custom_line_bearing_start) self._apply_validator(owner.custom_line_bearing_start, line_bearing_start_field.get("validator")) bearing_start_container.addWidget(bearing_start_lbl) @@ -274,7 +274,7 @@ def _build_ui(self): bearing_end_lbl.setStyleSheet("font-size: 9px; color: #505050;") bearing_end_lbl.setAlignment(Qt.AlignCenter) owner.custom_line_bearing_end = QLineEdit() - owner.custom_line_bearing_end.setFixedWidth(line_bearing_end_field["field_width"]) + owner.custom_line_bearing_end.setFixedWidth(field_width + 2) apply_field_style(owner.custom_line_bearing_end) self._apply_validator(owner.custom_line_bearing_end, line_bearing_end_field.get("validator")) bearing_end_container.addWidget(bearing_end_lbl) @@ -351,10 +351,7 @@ def _build_ui(self): table_frame.setStyleSheet( """ QFrame { - border-left: 2px solid #7a7a7a; - border-right: 2px solid #7a7a7a; - border-bottom: 2px solid #7a7a7a; - border-top: 0px; + border: none; background: #ffffff; } """ @@ -378,22 +375,24 @@ def _build_ui(self): "Distance from Bearing (m)" ]) - self.custom_load_table.horizontalHeader().setSectionResizeMode(QHeaderView.Stretch) + self.custom_load_table.horizontalHeader().setSectionResizeMode(0, QHeaderView.Stretch) + self.custom_load_table.horizontalHeader().setSectionResizeMode(1, QHeaderView.Stretch) + self.custom_load_table.horizontalHeader().setSectionResizeMode(2, QHeaderView.Stretch) + self.custom_load_table.horizontalHeader().setSectionResizeMode(3, QHeaderView.Stretch) self.custom_load_table.verticalHeader().setVisible(False) self.custom_load_table.setSelectionBehavior(QTableWidget.SelectRows) self.custom_load_table.setSelectionMode(QTableWidget.SingleSelection) + self.custom_load_table.setCornerButtonEnabled(False) self.custom_load_table.setStyleSheet( """ QTableWidget { background: #ffffff; - border: none; + border: 1px solid #a0a0a0; + gridline-color: #d0d0d0; } - /* 🔥 REAL visible borders (this is the fix) */ QTableWidget::viewport { - border-left: 3px solid #8f8f8f; - border-right: 2px solid #8f8f8f; - border-bottom: 2px solid #8f8f8f; + border: none; background: #ffffff; } @@ -414,14 +413,17 @@ def _build_ui(self): font-size: 10px; font-weight: 600; padding: 5px; - border: 1px solid #d0d0d0; + border: none; + border-right: 1px solid #d0d0d0; + border-bottom: 1px solid #d0d0d0; } """ ) self.custom_load_table.setMinimumHeight(180) - - list_layout.addWidget(self.custom_load_table) + + table_layout.addWidget(self.custom_load_table) + list_layout.addWidget(table_frame) left_column.addWidget(list_card) @@ -540,16 +542,45 @@ def _on_save_custom_load(self): } if owner.custom_load_case_combo.currentText() == "Custom": - load_data["custom_load_case_name"] = owner.custom_load_case_name_input.text().strip() + custom_name = owner.custom_load_case_name_input.text().strip() + if not custom_name: + CustomMessageBox(title="Invalid Input", text="Please provide a name for the Custom load case.", buttons=["OK"], dialogType=MessageBoxType.Warning).exec() + return + load_data["custom_load_case_name"] = custom_name if owner.custom_load_type_combo.currentText() == "Point": - load_data["point_left"] = owner.custom_point_left_input.text().strip() - load_data["point_bearing"] = owner.custom_point_bearing_input.text().strip() + point_l = owner.custom_point_left_input.text().strip() + point_b = owner.custom_point_bearing_input.text().strip() + if not point_l or not point_b: + CustomMessageBox(title="Invalid Input", text="Please fill in all distance fields for the Point load.", buttons=["OK"], dialogType=MessageBoxType.Warning).exec() + return + load_data["point_left"] = point_l + load_data["point_bearing"] = point_b else: - load_data["line_left_start"] = owner.custom_line_left_start.text().strip() - load_data["line_left_end"] = owner.custom_line_left_end.text().strip() - load_data["line_bearing_start"] = owner.custom_line_bearing_start.text().strip() - load_data["line_bearing_end"] = owner.custom_line_bearing_end.text().strip() + line_l_start = owner.custom_line_left_start.text().strip() + line_l_end = owner.custom_line_left_end.text().strip() + line_b_start = owner.custom_line_bearing_start.text().strip() + line_b_end = owner.custom_line_bearing_end.text().strip() + + if not line_l_start or not line_l_end or not line_b_start or not line_b_end: + CustomMessageBox(title="Invalid Input", text="Please fill in all distance fields for the Line/Area load.", buttons=["OK"], dialogType=MessageBoxType.Warning).exec() + return + + try: + if float(line_l_start) > float(line_l_end): + CustomMessageBox(title="Invalid Input", text="Distance from Left Edge Start cannot be greater than End.", buttons=["OK"], dialogType=MessageBoxType.Warning).exec() + return + if float(line_b_start) > float(line_b_end): + CustomMessageBox(title="Invalid Input", text="Distance from Bearing Start cannot be greater than End.", buttons=["OK"], dialogType=MessageBoxType.Warning).exec() + return + except ValueError: + CustomMessageBox(title="Invalid Input", text="Distance fields must be numeric.", buttons=["OK"], dialogType=MessageBoxType.Warning).exec() + return + + load_data["line_left_start"] = line_l_start + load_data["line_left_end"] = line_l_end + load_data["line_bearing_start"] = line_b_start + load_data["line_bearing_end"] = line_b_end if hasattr(self, '_editing_load_data') and self._editing_load_data: for i, item in enumerate(self.custom_load_items): @@ -563,22 +594,17 @@ def _on_save_custom_load(self): self._clear_inputs() self._refresh_custom_load_table() - msg = QMessageBox(self) - msg.setIcon(QMessageBox.Information) - msg.setWindowTitle("Saved") - msg.setText("Custom load has been saved.") - msg.setStyleSheet("QLabel { color: black; }") - msg.exec() + CustomMessageBox(title="Saved", text="Custom load has been saved.", buttons=["OK"], dialogType=MessageBoxType.Success).exec() def _on_edit_custom_load(self): selected_rows = self.custom_load_table.selectionModel().selectedRows() if len(selected_rows) == 0: - QMessageBox.information(self, "Edit", "Please select one custom load to edit.") + CustomMessageBox(title="Edit", text="Please select one custom load to edit.", buttons=["OK"], dialogType=MessageBoxType.Information).exec() return if len(selected_rows) > 1: - QMessageBox.information(self, "Edit", "Please select only one custom load to edit.") + CustomMessageBox(title="Edit", text="Please select only one custom load to edit.", buttons=["OK"], dialogType=MessageBoxType.Information).exec() return row_idx = selected_rows[0].row() @@ -613,7 +639,7 @@ def _on_delete_custom_load(self): selected_rows = self.custom_load_table.selectionModel().selectedRows() if len(selected_rows) == 0: - QMessageBox.information(self, "Delete", "Please select at least one custom load to delete.") + CustomMessageBox(title="Delete", text="Please select at least one custom load to delete.", buttons=["OK"], dialogType=MessageBoxType.Information).exec() return rows_to_delete = sorted([row.row() for row in selected_rows], reverse=True) @@ -624,12 +650,7 @@ def _on_delete_custom_load(self): self._refresh_custom_load_table() - msg = QMessageBox(self) - msg.setIcon(QMessageBox.Information) - msg.setWindowTitle("Deleted") - msg.setText(f"{len(rows_to_delete)} custom load(s) deleted.") - msg.setStyleSheet("QLabel { color: black; } QPushButton { color: black; }") - msg.exec() + CustomMessageBox(title="Deleted", text=f"{len(rows_to_delete)} custom load(s) deleted.", buttons=["OK"], dialogType=MessageBoxType.Information).exec() def _clear_inputs(self): owner = self.owner diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/live_load_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/live_load_tab.py index f69b8133c..aa91e076d 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/live_load_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/live_load_tab.py @@ -2,11 +2,12 @@ from PySide6.QtWidgets import ( QWidget, QVBoxLayout, QHBoxLayout, QLabel, QCheckBox, QComboBox, QLineEdit, QPushButton, QScrollArea, QFrame, QTableWidget, - QTableWidgetItem, QMessageBox, QDialog, QHeaderView, QStyledItemDelegate + QTableWidgetItem, QDialog, QHeaderView, QStyledItemDelegate ) from PySide6.QtGui import QPainter, QPen from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style from osdagbridge.desktop.ui.dialogs.tabs.custom_vehicle_dialog import CustomVehicleDialog +from osdagbridge.desktop.ui.dialogs.custom_messagebox import CustomMessageBox, MessageBoxType from osdagbridge.core.bridge_types.plate_girder.ui_fields_additional_input import LIVE_LOAD_TAB_SCHEMA class BorderDelegate(QStyledItemDelegate): @@ -74,7 +75,7 @@ def _build_ui(self): left_layout.setContentsMargins(14, 14, 14, 14) left_layout.setSpacing(12) - title = QLabel("Live Load (LL) Inputs:") + title = QLabel("Live Load (LL) Inputs") title.setStyleSheet("font-size: 12px; font-weight: 700; color: #3a3a3a; background: transparent; border: none;") left_layout.addWidget(title) @@ -129,14 +130,14 @@ def _build_ui(self): header_row.setContentsMargins(0, 0, 0, 0) header_row.setSpacing(10) - header_label = QLabel(section.get("title", "")) - header_label.setStyleSheet("font-size: 11px; font-weight: 700; color: #3a3a3a; background: transparent; border: none;") - header_label.setMinimumWidth(LABEL_MIN_WIDTH) - header_row.addWidget(header_label) + self.custom_vehicle_header_label = QLabel(section.get("title", "")) + self.custom_vehicle_header_label.setStyleSheet("font-size: 11px; font-weight: 700; color: #3a3a3a; background: transparent; border: none;") + self.custom_vehicle_header_label.setMinimumWidth(LABEL_MIN_WIDTH) + header_row.addWidget(self.custom_vehicle_header_label) add_button_bind = section.get("add_button_bind") if add_button_bind: - setattr(owner, add_button_bind, QPushButton("Add")) + setattr(owner, add_button_bind, QPushButton("Add Custom Vehicle")) add_button = getattr(owner, add_button_bind) add_button.setStyleSheet("QPushButton { background-color: white; border: 1px solid #3a3a3a; border-radius: 3px; font-size: 10px; font-weight: 600; color: #3a3a3a; padding: 3px 8px; } QPushButton:hover { background-color: #f8f8f8; }") add_button.setFixedHeight(FIELD_HEIGHT) @@ -218,8 +219,16 @@ def _build_ui(self): ecc_row.addStretch() self.remaining_box_layout.addLayout(ecc_row) + left_layout.addWidget(remaining_box) + footpath_section = next((s for s in schema.get("sections", []) if s.get("id") == "footpath_pressure"), None) if footpath_section: + footpath_box = QFrame() + footpath_box.setStyleSheet("QFrame { border: 1px solid #9c9c9c; border-radius: 6px; background-color: #ffffff; padding: 0px; }") + footpath_box_layout = QVBoxLayout(footpath_box) + footpath_box_layout.setContentsMargins(12, 12, 12, 12) + footpath_box_layout.setSpacing(8) + footpath_row = QHBoxLayout() footpath_row.setSpacing(10) footpath_label = QLabel(footpath_section.get("label", "")) @@ -247,9 +256,8 @@ def _build_ui(self): footpath_row.addWidget(mode_combo) footpath_row.addWidget(value_input) footpath_row.addStretch() - self.remaining_box_layout.addLayout(footpath_row) - - left_layout.addWidget(remaining_box) + footpath_box_layout.addLayout(footpath_row) + left_layout.addWidget(footpath_box) left_layout.addStretch() left_card_layout.addWidget(content_wrapper) @@ -281,6 +289,7 @@ def _build_ui(self): main_layout.addWidget(scroll_area) owner.custom_vehicle_add_button.clicked.connect(self.show_custom_vehicle_dialog) + self._update_custom_vehicle_header() footpath_section = next((s for s in schema.get("sections", []) if s.get("id") == "footpath_pressure"), None) if footpath_section: @@ -303,8 +312,9 @@ def _update_braking_vehicles_section(self): irc_section = next((s for s in self.schema.get("sections", []) if s.get("id") == "irc_vehicles_section"), None) irc_vehicles = irc_section.get("items", []) if irc_section else [] + irc_braking_vehicles = [v for v in irc_vehicles if v == "Class SV"] custom_vehicle_names = list(self.custom_vehicles.keys()) if self.has_real_custom_vehicle else [] - all_braking_vehicles = irc_vehicles + custom_vehicle_names + all_braking_vehicles = irc_braking_vehicles + custom_vehicle_names self.owner.braking_vehicle_checkboxes = [] self.owner.braking_vehicle_labels = [] @@ -345,7 +355,12 @@ def _add_custom_vehicle(self, vehicle_data): name = vehicle_data["name"] if name in self.custom_vehicles: - QMessageBox.warning(self, "Duplicate Vehicle", f"Custom vehicle '{name}' already exists.") + CustomMessageBox( + title="Duplicate Vehicle", + text=f"Custom vehicle '{name}' already exists.", + buttons=["OK"], + dialogType=MessageBoxType.Warning, + ).exec() return self.custom_vehicles[name] = vehicle_data @@ -396,6 +411,7 @@ def _add_custom_vehicle(self, vehicle_data): self._update_custom_vehicle_table_height() self._update_custom_vehicle_box_height() self._update_braking_vehicles_section() + self._update_custom_vehicle_header() def _update_row_borders(self): """Force table to repaint with updated borders""" @@ -412,7 +428,12 @@ def _edit_custom_vehicle(self, name): if new_name != name: if new_name in self.custom_vehicles: - QMessageBox.warning(self, "Duplicate Vehicle", f"Custom vehicle '{new_name}' already exists.") + CustomMessageBox( + title="Duplicate Vehicle", + text=f"Custom vehicle '{new_name}' already exists.", + buttons=["OK"], + dialogType=MessageBoxType.Warning, + ).exec() return self.custom_vehicles.pop(name) @@ -429,14 +450,14 @@ def _edit_custom_vehicle(self, name): self.custom_vehicles[name] = new_data def _delete_custom_vehicle(self, name): - msg = QMessageBox(self) - msg.setWindowTitle("Delete Vehicle") - msg.setText(f"Delete custom vehicle '{name}'?") - msg.setStandardButtons(QMessageBox.Yes | QMessageBox.No) - msg.setStyleSheet("QLabel { color: black; font-size: 12px; } QPushButton { min-width: 70px; font-size: 11px; }") - reply = msg.exec() - - if reply == QMessageBox.Yes: + reply = CustomMessageBox( + title="Delete Vehicle", + text=f"Delete custom vehicle '{name}'?", + buttons=["Yes", "No"], + dialogType=MessageBoxType.Warning, + ).exec() + + if reply == "Yes": self.custom_vehicles.pop(name, None) for row in range(self.custom_vehicle_table.rowCount()): @@ -453,6 +474,7 @@ def _delete_custom_vehicle(self, name): self._update_custom_vehicle_table_height() self._update_custom_vehicle_box_height() self._update_braking_vehicles_section() + self._update_custom_vehicle_header() def reset_defaults(self): """Reset Live Load inputs to schema default values""" @@ -478,6 +500,7 @@ def reset_defaults(self): self._update_custom_vehicle_table_height() self._update_custom_vehicle_box_height() self._update_braking_vehicles_section() + self._update_custom_vehicle_header() braking_section = next((s for s in self.schema.get("sections", []) if s.get("id") == "braking_section"), None) if braking_section: @@ -498,6 +521,15 @@ def _update_custom_vehicle_table_height(self): total_height = min(total_height, 150) self.custom_vehicle_table.setFixedHeight(total_height) + def _update_custom_vehicle_header(self): + has_vehicles = self.custom_vehicle_table.rowCount() > 0 + if has_vehicles: + self.custom_vehicle_header_label.setVisible(True) + self.owner.custom_vehicle_add_button.setText("Add") + else: + self.custom_vehicle_header_label.setVisible(False) + self.owner.custom_vehicle_add_button.setText("Add Custom Vehicle") + def _update_custom_vehicle_box_height(self): """Update the custom vehicle box height based on content""" rows = self.custom_vehicle_table.rowCount() diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/load_combination_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/load_combination_tab.py index f91ec3773..8f6925c61 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/load_combination_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/load_combination_tab.py @@ -18,6 +18,7 @@ from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar +from osdagbridge.desktop.ui.dialogs.custom_messagebox import CustomMessageBox, MessageBoxType from osdagbridge.core.bridge_types.plate_girder.ui_fields_additional_input import ( LOAD_COMBINATION_TAB_SCHEMA, ) @@ -34,6 +35,8 @@ def __init__(self, owner): def _build_ui(self): owner = self.owner + schema = LOAD_COMBINATION_TAB_SCHEMA + self.setStyleSheet("background-color: #f5f5f5;") page_layout = QVBoxLayout(self) page_layout.setContentsMargins(12, 12, 12, 12) @@ -43,25 +46,110 @@ def _build_ui(self): content_row.setContentsMargins(0, 0, 0, 0) content_row.setSpacing(16) - heading_style = "font-size: 12px; font-weight: 700; color: #2b2b2b; background: transparent; border: none;" + left_container = QWidget() + left_container.setStyleSheet("background-color: transparent;") + left_layout = QVBoxLayout(left_container) + left_layout.setContentsMargins(0, 0, 0, 0) + left_layout.setSpacing(16) + + # Build sections from schema + for section in schema.get("sections", []): + if section["type"] == "dynamic_checkbox_list": + section_widget = self._build_dynamic_checkbox_section(section) + elif section["type"] == "custom_load_combo_table": + section_widget = self._build_custom_combo_section(section) + else: + section_widget = owner._build_section(section, schema) + left_layout.addWidget(section_widget) + + left_layout.addStretch() - left_card = owner._create_card() - left_card.setStyleSheet( - "QFrame { border: 1px solid #b2b2b2; border-radius: 10px; background-color: #ffffff; }" - ) - left_layout = QVBoxLayout(left_card) - left_layout.setContentsMargins(16, 16, 16, 16) - left_layout.setSpacing(10) + right_card = owner._create_card() + right_card.setStyleSheet("QFrame { border: 1px solid #9c9c9c; border-radius: 10px; background-color: #c8c8c8; }") + right_card.setMinimumWidth(270) + right_card.setMinimumHeight(360) + right_layout = QVBoxLayout(right_card) + right_layout.setContentsMargins(18, 18, 18, 18) + right_layout.setSpacing(12) + description_label = QLabel("Description Box") + description_label.setAlignment(Qt.AlignCenter) + description_label.setStyleSheet("font-size: 12px; font-weight: 700; color: #000000;") + description_label.setMinimumHeight(320) + right_layout.addWidget(description_label) - title = QLabel("Load Combination Inputs") - title.setStyleSheet(heading_style) - left_layout.addWidget(title) + content_row.addWidget(left_container, 3) + content_row.addWidget(right_card, 2) + page_layout.addLayout(content_row) - controls_row = self._build_controls_row() - left_layout.addLayout(controls_row) + owner.load_combo_add_btn.clicked.connect(self._on_add_load_combo) + self.edit_btn.clicked.connect(self._on_edit_load_combo) + self.delete_btn.clicked.connect(self._on_delete_load_combo) + + self.load_combo_table.itemSelectionChanged.connect(self._on_table_selection_changed) + self._refresh_load_combo_table() + + def _build_dynamic_checkbox_section(self, section): + from PySide6.QtWidgets import QFrame + frame = QFrame() + frame.setStyleSheet("QFrame { border: 1px solid #b2b2b2; border-radius: 6px; background-color: #ffffff; }") + layout = QVBoxLayout(frame) + layout.setContentsMargins(12, 12, 12, 12) + layout.setSpacing(10) + + title = QLabel(section.get("title", "")) + title.setStyleSheet("font-size: 11px; font-weight: bold; color: #2b2b2b; border: none;") + layout.addWidget(title) + + self.irc_content_layout = QVBoxLayout() + layout.addLayout(self.irc_content_layout) + + self.irc_placeholder = QWidget() + self.irc_placeholder.setMinimumHeight(100) + self.irc_placeholder.setStyleSheet("border: none;") + self.irc_content_layout.addWidget(self.irc_placeholder) + + return frame + + def _build_custom_combo_section(self, section_config): + from PySide6.QtWidgets import QFrame + frame = QFrame() + frame.setStyleSheet("QFrame { border: 1px solid #b2b2b2; border-radius: 6px; background-color: #ffffff; }") + layout = QVBoxLayout(frame) + layout.setContentsMargins(12, 12, 12, 12) + layout.setSpacing(10) + + header_row = QHBoxLayout() + self.custom_combo_title = QLabel(section_config.get("title", "")) + self.custom_combo_title.setStyleSheet("font-size: 11px; font-weight: bold; color: #2b2b2b; border: none;") + self.custom_combo_title.setVisible(bool(self.load_combo_items)) + header_row.addWidget(self.custom_combo_title) + + button_style = ( + "QPushButton { background: #ffffff; border: 1px solid #a0a0a0; border-radius: 3px; " + "padding: 4px 10px; font-size: 11px; color: #2a2a2a; }" + "QPushButton:hover { background: #f0f0f0; }" + "QPushButton:pressed { background: #e0e0e0; }" + ) + add_btn = QPushButton("Add Custom Combination") + add_btn.setStyleSheet(button_style) + setattr(self.owner, section_config["add_button_bind"], add_btn) + header_row.addWidget(add_btn) + + self.edit_btn = QPushButton("Modify") + self.edit_btn.setStyleSheet(button_style) + self.edit_btn.setVisible(False) + header_row.addWidget(self.edit_btn) + + self.delete_btn = QPushButton("Delete") + self.delete_btn.setStyleSheet(button_style) + self.delete_btn.setVisible(False) + header_row.addWidget(self.delete_btn) + + header_row.addStretch() + layout.addLayout(header_row) self.load_combo_table = QTableWidget(0, 3) - self.load_combo_table.setHorizontalHeaderLabels(["Sr. No.", "Combination Name", "Include"]) + self.load_combo_table.setHorizontalHeaderLabels(["S.No.", "Combination Name", "Include"]) self.load_combo_table.verticalHeader().setDefaultSectionSize(40) self.load_combo_table.horizontalHeader().setSectionResizeMode(0, QHeaderView.Fixed) @@ -112,58 +200,10 @@ def _build_ui(self): self.load_combo_table.setMaximumHeight(260) self.load_combo_table.setAlternatingRowColors(False) - left_layout.addWidget(self.load_combo_table) - left_layout.addStretch() - - right_card = owner._create_card() - right_card.setStyleSheet( - "QFrame { border: 1px solid #9c9c9c; border-radius: 10px; background-color: #c8c8c8; }" - ) - right_card.setMinimumWidth(270) - right_card.setMinimumHeight(360) - right_layout = QVBoxLayout(right_card) - right_layout.setContentsMargins(18, 18, 18, 18) - right_layout.setSpacing(12) - description_label = QLabel("Description Box") - description_label.setAlignment(Qt.AlignCenter) - description_label.setStyleSheet("font-size: 12px; font-weight: 700; color: #000000;") - description_label.setMinimumHeight(320) - right_layout.addWidget(description_label) - - content_row.addWidget(left_card, 3) - content_row.addWidget(right_card, 2) - - page_layout.addLayout(content_row) - - owner.load_combo_add_btn.clicked.connect(self._on_add_load_combo) - owner.load_combo_edit_btn.clicked.connect(self._on_edit_load_combo) - owner.load_combo_delete_btn.clicked.connect(self._on_delete_load_combo) - - self._refresh_load_combo_table() - - def _build_controls_row(self): - schema = LOAD_COMBINATION_TAB_SCHEMA - controls_row = QHBoxLayout() - controls_row.setSpacing(6) + layout.addWidget(self.load_combo_table) + setattr(self.owner, section_config["bind"], self.load_combo_table) - button_style = ( - "QPushButton { background: #ffffff; border: 1px solid #a0a0a0; border-radius: 3px; " - "padding: 4px 10px; font-size: 11px; color: #2a2a2a; }" - "QPushButton:hover { background: #f0f0f0; }" - "QPushButton:pressed { background: #e0e0e0; }" - ) - - for btn_config in schema["controls"]: - if btn_config["label"] == "Default": - continue - btn = QPushButton(btn_config["label"]) - btn.setFixedWidth(btn_config["width"]) - btn.setStyleSheet(button_style) - setattr(self.owner, btn_config["bind"], btn) - controls_row.addWidget(btn) - - controls_row.addStretch() - return controls_row + return frame def _get_default_combos(self): return [] @@ -171,13 +211,19 @@ def _get_default_combos(self): def _refresh_load_combo_table(self): if not hasattr(self, "load_combo_table"): return + + has_items = bool(self.load_combo_items) + if hasattr(self, "custom_combo_title"): + self.custom_combo_title.setVisible(has_items) self.load_combo_table.setRowCount(0) - if not self.load_combo_items: - self.load_combo_table.setFixedHeight(180) + if not has_items: + self.load_combo_table.setVisible(False) return + self.load_combo_table.setVisible(True) + for idx, combo in enumerate(self.load_combo_items): row_idx = self.load_combo_table.rowCount() @@ -241,6 +287,13 @@ def _get_included_load_combos(self): included.append(row_idx) return included + def _on_table_selection_changed(self): + has_selection = bool(self.load_combo_table.selectedItems()) + if hasattr(self, 'edit_btn'): + self.edit_btn.setVisible(has_selection) + if hasattr(self, 'delete_btn'): + self.delete_btn.setVisible(has_selection) + def _on_add_load_combo(self): data = self._open_load_combo_dialog() if data: @@ -290,11 +343,14 @@ def _open_load_combo_dialog(self, existing=None): main_layout.addWidget(separator) content_widget = QWidget(dialog) + content_widget.setObjectName("LoadCombinationContent") main_layout.addWidget(content_widget, 1) dialog.setStyleSheet(""" - QDialog#LoadCombinationDialog { + QDialog#LoadCombinationDialog, QWidget#LoadCombinationContent { background-color: #ffffff; + } + QDialog#LoadCombinationDialog { border: 1px solid rgba(144, 175, 19, 140); border-radius: 4px; } @@ -339,9 +395,7 @@ def _open_load_combo_dialog(self, existing=None): layout.addLayout(name_row) input_section = QFrame() - input_section.setStyleSheet( - "QFrame { border: 1px solid #c0c0c0; border-radius: 4px; background-color: #f8f8f8; padding: 8px; }" - ) + input_section.setStyleSheet("QFrame { border: none; background-color: transparent; }") input_section_layout = QVBoxLayout(input_section) input_section_layout.setContentsMargins(12, 12, 12, 12) input_section_layout.setSpacing(10) @@ -352,7 +406,21 @@ def _open_load_combo_dialog(self, existing=None): load_case_label = QLabel("Load Case:") load_case_label.setStyleSheet(label_style) load_case_combo = QComboBox() - load_case_combo.addItems(["DL", "SIDL", "LL", "WL", "EL", "IMF", "TL"]) + + base_items = ["DL", "DW", "SIDL", "LL", "WL", "EL", "TL"] + custom_items = [] + if hasattr(self.owner, "custom_load_items"): + for item in self.owner.custom_load_items: + case = item.get("load_case", "") + if case == "Custom": + custom_name = item.get("custom_load_case_name", "") + if custom_name and custom_name not in custom_items and custom_name not in base_items: + custom_items.append(custom_name) + elif case and case not in custom_items and case not in base_items: + custom_items.append(case) + + load_case_combo.addItems(base_items + custom_items) + load_case_combo.setMinimumWidth(100) apply_field_style(load_case_combo) @@ -382,7 +450,7 @@ def _open_load_combo_dialog(self, existing=None): table_container_layout.setSpacing(10) table = QTableWidget(0, 3) - table.setHorizontalHeaderLabels(["Sr.No", "Load Case", "Partial Safety Factor"]) + table.setHorizontalHeaderLabels(["S.No", "Load Case", "Partial Safety Factor"]) table.horizontalHeader().setSectionResizeMode(0, QHeaderView.Fixed) table.horizontalHeader().setSectionResizeMode(1, QHeaderView.Stretch) @@ -587,6 +655,18 @@ def load_existing(): def on_save(): name_text = name_input.text().strip() or "Load Combination" + + # Prevent duplicate names + existing_names = [item.get("name") for item in self.load_combo_items if item != existing] + if name_text in existing_names: + CustomMessageBox( + title="Duplicate Name", + text=f"A load combination with the name '{name_text}' already exists. Please choose a different name.", + buttons=["OK"], + dialogType=MessageBoxType.Warning, + ).exec() + return + rows = [] for row_idx in range(table.rowCount()): diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/permanent_load_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/permanent_load_tab.py index 66e7582a9..a57a165da 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/permanent_load_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/permanent_load_tab.py @@ -163,22 +163,6 @@ def _create_field_widget(self, field_def): return widget - def update_dependency_states(self, has_median: bool, has_footpath: bool): - """ - Enable/disable load options based on basic inputs - """ - # Median dependency - if hasattr(self, 'include_median_combo'): - self.include_median_combo.setEnabled(has_median) - if not has_median: - self.include_median_combo.setCurrentText("No") - - # Railing dependency - if hasattr(self, 'include_railing_combo'): - self.include_railing_combo.setEnabled(has_footpath) - if not has_footpath: - self.include_railing_combo.setCurrentText("No") - def reset_defaults(self): """Reset Permanent Load inputs to default values""" schema = PERMANENT_LOAD_TAB_SCHEMA diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/seismic_load_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/seismic_load_tab.py index f391e7e8d..8fc259d80 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/seismic_load_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/seismic_load_tab.py @@ -109,7 +109,8 @@ def _build_ui(self): bind_name = field.get("bind") if bind_name: setattr(self, bind_name, widget) - + + # Seismic zone combo (if configured as combo) is derived from project location output. row_layout.addWidget(widget) elif field_type == "line": @@ -122,6 +123,13 @@ def _build_ui(self): bind_name = field.get("bind") if bind_name: setattr(self, bind_name, widget) + + if field.get("id") == "seismic_zone": + widget.setReadOnly(True) + widget.setToolTip("Auto-filled from software output (project location seismic zone)") + + if not field.get("enabled", True): + widget.setEnabled(False) row_layout.addWidget(widget) @@ -258,8 +266,12 @@ def _build_ui(self): self._apply_seismic_defaults() self._toggle_seismic_custom_inputs() - if hasattr(self.owner, "project_seismic_zone"): - self.seismic_zone_combo.setCurrentText(self.owner.project_seismic_zone) + if hasattr(self.owner, "project_seismic_zone") and hasattr(self, "seismic_zone_combo"): + zone_val = str(self.owner.project_seismic_zone) + if isinstance(self.seismic_zone_combo, QComboBox): + self.seismic_zone_combo.setCurrentText(zone_val) + elif isinstance(self.seismic_zone_combo, QLineEdit): + self.seismic_zone_combo.setText(zone_val) def _apply_seismic_defaults(self): """Apply default values from schema""" @@ -298,4 +310,25 @@ def _toggle_seismic_custom_inputs(self): def reset_defaults(self): """Reset Seismic Load inputs to schema default values""" self._apply_seismic_defaults() - self._toggle_seismic_custom_inputs() \ No newline at end of file + self._toggle_seismic_custom_inputs() + + def update_project_location(self, location_data): + if not location_data: + return + + weather = location_data.get("weather_data") + if weather: + zone = weather.get("zone") + z_val = weather.get("z_value") + + if zone is not None and hasattr(self, "seismic_zone_combo"): + if isinstance(self.seismic_zone_combo, QComboBox): + # Check if 'zone' text exists in choices, avoiding errors + idx = self.seismic_zone_combo.findText(str(zone)) + if idx >= 0: + self.seismic_zone_combo.setCurrentIndex(idx) + elif isinstance(self.seismic_zone_combo, QLineEdit): + self.seismic_zone_combo.setText(str(zone)) + + if z_val is not None and "zone_factor" in getattr(self, "seismic_computed_fields", {}): + self.seismic_computed_fields["zone_factor"].setText(str(z_val)) \ No newline at end of file diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/temperature_load_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/temperature_load_tab.py index 1e601907f..a64043c8a 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/temperature_load_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/temperature_load_tab.py @@ -94,7 +94,10 @@ def _build_ui(self): validator_config.get("decimals", 2), input_widget ) - validator.setNotation(QDoubleValidator.StandardNotation) + if validator_config.get("notation") == "scientific": + validator.setNotation(QDoubleValidator.ScientificNotation) + else: + validator.setNotation(QDoubleValidator.StandardNotation) input_widget.setValidator(validator) elif validator_config["type"] == "int_range": validator = QIntValidator( @@ -107,6 +110,9 @@ def _build_ui(self): if field.get("read_only", False): input_widget.setReadOnly(True) input_widget.setStyleSheet(readonly_input_style) + + if not field.get("enabled", True): + input_widget.setEnabled(False) bind_name = field.get("bind") if bind_name: @@ -130,7 +136,8 @@ def _build_ui(self): right_layout.setContentsMargins(16, 16, 16, 16) right_layout.setSpacing(10) - desc_title = QLabel("Description Box") + description = schema.get("description", {}) + desc_title = QLabel(description.get("title", "Description Box")) desc_title.setAlignment(Qt.AlignCenter) desc_title.setStyleSheet( "font-size: 12px; font-weight: 700; color: #2b2b2b; background: transparent; border: none;" @@ -141,4 +148,18 @@ def _build_ui(self): content_row.addWidget(left_card, 3) content_row.addWidget(right_card, 2) - page_layout.addLayout(content_row) \ No newline at end of file + page_layout.addLayout(content_row) + + def update_project_location(self, location_data): + if not location_data: + return + + weather = location_data.get("weather_data") + if weather: + max_t = weather.get("max_temp") + min_t = weather.get("min_temp") + + if max_t is not None and hasattr(self.owner, "highest_max_temp_input"): + self.owner.highest_max_temp_input.setText(str(max_t)) + if min_t is not None and hasattr(self.owner, "lowest_min_temp_input"): + self.owner.lowest_min_temp_input.setText(str(min_t)) \ No newline at end of file diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/wind_load_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/wind_load_tab.py index f217a476d..1ba132346 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/wind_load_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/loading/wind_load_tab.py @@ -70,7 +70,7 @@ def _build_ui(self): section_type = section.get("type") section_id = section.get("id") - if section_type == "input_group" and section_id == "wind_inputs_section": + if section_type == "input_group": wind_inputs_box = QFrame() wind_inputs_box.setStyleSheet(""" QFrame { @@ -90,6 +90,7 @@ def _build_ui(self): for field in section.get("fields", []): field_type = field.get("type") + field_id = field.get("id") row_layout = QHBoxLayout() row_layout.setSpacing(10) @@ -111,6 +112,14 @@ def _build_ui(self): bind_name = field.get("bind") if bind_name: setattr(owner, bind_name, widget) + + if field.get("read_only"): + widget.setReadOnly(True) + if field_id == "basic_wind_speed": + widget.setToolTip("Auto-filled from software output (project location wind speed)") + + if not field.get("enabled", True): + widget.setEnabled(False) row_layout.addWidget(widget) @@ -119,7 +128,8 @@ def _build_ui(self): widget.addItems(field.get("choices", [])) if field.get("default"): widget.setCurrentText(field.get("default")) - widget.setFixedSize(COMBO_WIDTH, FIELD_HEIGHT) + combo_width = COMBO_WIDTH + widget.setFixedSize(combo_width, FIELD_HEIGHT) apply_field_style(widget) bind_name = field.get("bind") @@ -327,4 +337,15 @@ def reset_defaults(self): value_input.setEnabled(False) - self._block(mode_combos, False) \ No newline at end of file + self._block(mode_combos, False) + + def update_project_location(self, location_data): + if not location_data: + return + + weather = location_data.get("weather_data") + if weather: + wind = weather.get("wind_speed") + + if wind is not None and hasattr(self.owner, "basic_wind_speed_input"): + self.owner.basic_wind_speed_input.setText(str(wind)) \ No newline at end of file diff --git a/src/osdagbridge/desktop/ui/docks/input_dock.py b/src/osdagbridge/desktop/ui/docks/input_dock.py index fd2c0c104..4fdd3cc54 100644 --- a/src/osdagbridge/desktop/ui/docks/input_dock.py +++ b/src/osdagbridge/desktop/ui/docks/input_dock.py @@ -751,6 +751,11 @@ def _show_additional_inputs_dialog(self, target_tab_name=None): self.additional_inputs = AdditionalInputs(footpath_value, carriageway_width) self.additional_inputs_widget = self.additional_inputs + + # Propagate project location data to additional inputs (for Temperature Load etc) + location_data = self.backend.get_input_value(KEY_PROJECT_LOCATION) if hasattr(self.backend, "get_input_value") else None + if location_data and hasattr(self.additional_inputs, 'update_project_location'): + self.additional_inputs.update_project_location(location_data) # Restore previously saved dialog state (includes stiffener details). if isinstance(getattr(self, "_additional_inputs_saved_data", None), dict) and self._additional_inputs_saved_data: From 754ec2f2c96352a47a4ac0a5b2d6f122b963d9b9 Mon Sep 17 00:00:00 2001 From: Manav Sharma Date: Mon, 16 Mar 2026 17:35:09 +0530 Subject: [PATCH 082/225] Added Dead Load Cases Removed Waste Files Sucessfully updated the logic of overhang with correct naming Connected the Analyser and Analysis_Result File Via The Help of Instance Added Reaction And Verification Added A Verification Table Added Consistency To Data Corrected the Logic For finding the reaction of moving load case --- .gitignore | 1 + .../bridge_types/plate_girder/analyser.py | 17 +- .../plate_girder/analysis_results.py | 331 ++++++++++++++---- 3 files changed, 278 insertions(+), 71 deletions(-) diff --git a/.gitignore b/.gitignore index b4add9f52..834cec667 100644 --- a/.gitignore +++ b/.gitignore @@ -79,6 +79,7 @@ local_settings.py # Project-specific temp files temp_plot.html *.html +mat_lib.json src/osdag_map_cache/ /osdag_map_cache/ diff --git a/src/osdagbridge/core/bridge_types/plate_girder/analyser.py b/src/osdagbridge/core/bridge_types/plate_girder/analyser.py index 5af777f15..f30afafa8 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/analyser.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/analyser.py @@ -329,7 +329,12 @@ def create_model(self): self.model.set_member(self.longitudinal_beam, member="interior_main_beam") self.model.set_member(self.longitudinal_beam, member="exterior_main_beam_1") self.model.set_member(self.longitudinal_beam, member="exterior_main_beam_2") - self.model.set_member(self.edge_longitudinal_beam, member="edge_beam") + + # Assign edge properties only if overhang exists; otherwise treat as normal girders + if self.edge_dist > 0: + self.model.set_member(self.edge_longitudinal_beam, member="edge_beam") + else: + self.model.set_member(self.longitudinal_beam, member="edge_beam") self.model.set_member(self.transverse_slab, member="transverse_slab") self.model.set_member(self.end_transverse_slab, member="start_edge") self.model.set_member(self.end_transverse_slab, member="end_edge") @@ -1324,7 +1329,7 @@ def plot(self, model=None): L=33.5 * m, n_l=7, n_t=11, - edge_dist=0 * m, + edge_dist=0 * m, # 0-consider edge , else not overhang-edgebeams ext_to_int_dist=2.2775 * m, angle=0, carriageway_width=10.0 * m, @@ -1403,10 +1408,12 @@ def plot(self, model=None): result_handler = PlateGirderAnalysisResults( dataset=results, - model=bridge.model, + bridge=bridge, edge_dist=bridge.edge_dist ) - # result_handler.debug_loadcase_detection() + result_handler.run_interactive_viewer() - # result_handler.print_moving_load_trace() \ No newline at end of file + + # result_handler.print_moving_load_trace() + diff --git a/src/osdagbridge/core/bridge_types/plate_girder/analysis_results.py b/src/osdagbridge/core/bridge_types/plate_girder/analysis_results.py index 6b0293499..6ca2bdad6 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/analysis_results.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/analysis_results.py @@ -17,9 +17,10 @@ class PlateGirderAnalysisResults: # ======================================================== # INITIALIZATION # ======================================================== - def __init__(self, dataset, model, edge_dist=0): # storing analysis result + def __init__(self, dataset, bridge, edge_dist=0): # storing analysis result self.ds = dataset - self.model = model + self.bridge = bridge + self.model = getattr(bridge, 'model', None) self.edge_dist = edge_dist # ======================================================== @@ -47,7 +48,30 @@ def get_available_loadcases(self): # get loadcases return list(self.ds.coords["Loadcase"].values) # ======================================================== - # LOADCASE CLASSIFICATION + # LOADCASE CLASSIFICATION AND DISPLAY + # ======================================================== + def print_load_availability(self): + """ + Prints a summarized view of available load cases/categories. + """ + lc_groups = self.classify_loadcases() + print("\nAvailable Load Categories:") + if lc_groups["dead"]: + print(f"- Dead Loads: {', '.join(lc_groups['dead'])}") + if lc_groups["vehicle_static"]: + unique_statics = sorted(list(set(lc_groups["vehicle_static"]))) + print(f"- Static Vehicles: {', '.join(unique_statics)}") + + if lc_groups["vehicle_moving"]: + # Moving cases have many positions, extract unique base names + moving_cases = [] + for lc in lc_groups["vehicle_moving"]: + base_name = lc.split(" at global position ")[0] if " at global position " in str(lc) else str(lc) + moving_cases.append(base_name) + + unique_moving = sorted(list(set(moving_cases))) + print(f"- Moving Vehicles: {', '.join(unique_moving)} (Total positions: {len(lc_groups['vehicle_moving'])})") + def classify_loadcases(self): all_lc = self.get_available_loadcases() @@ -254,15 +278,12 @@ def build_girders(self, verbose=True): for i, (s, e) in enumerate(all_pairs, start=1): # --- NAMING LOGIC --- + name = f"G{i}" if self.edge_dist > 0: if i == 1: name = "EB1" elif i == num_pairs: name = "EB2" - else: - name = f"G{i - 1}" - else: - name = f"G{i}" path = self.bfs_shortest_path(adj, s, e) path_elements, element_map = self.get_elements_along_path(path, elements) @@ -297,16 +318,7 @@ def build_girders(self, verbose=True): return girder_map, elements def filter_girders(self, girder_map): - if self.edge_dist > 0: - # If there's an overhang, show everything (EB1, G1...Gn, EB2) - return girder_map - else: - # If no overhang (dist=0), hide the physical edge girders (G1 and Gn) - keys = list(girder_map.keys()) - if len(keys) <= 2: - return girder_map - filtered_keys = keys[1:-1] - return {k: girder_map[k] for k in filtered_keys} + return girder_map # ======================================================== # PRINT MOVING LOAD TRACE @@ -372,23 +384,25 @@ def to_list(val): # 5. Get results for this girder and loadcase try: - subset = self.ds.sel(Loadcase=lc, Element=elements) + subset = self.ds.sel(Loadcase=lc, Element=elements).copy() + + # Extract values and create DataFrame df = pd.DataFrame({ "Element": elements, - "Vx_i": subset.sel(Component="Vx_i")["forces"].values, - "Vx_j": subset.sel(Component="Vx_j")["forces"].values, - "Vy_i": subset.sel(Component="Vy_i")["forces"].values, - "Vy_j": subset.sel(Component="Vy_j")["forces"].values, - "Vz_i": subset.sel(Component="Vz_i")["forces"].values, - "Vz_j": subset.sel(Component="Vz_j")["forces"].values, - "Mx_i": subset.sel(Component="Mx_i")["forces"].values, - "Mx_j": subset.sel(Component="Mx_j")["forces"].values, - "My_i": subset.sel(Component="My_i")["forces"].values, - "My_j": subset.sel(Component="My_j")["forces"].values, - "Mz_i": subset.sel(Component="Mz_i")["forces"].values, - "Mz_j": subset.sel(Component="Mz_j")["forces"].values, + "Vx_i (kN)": subset.sel(Component="Vx_i")["forces"].values / 1000, + "Vx_j (kN)": subset.sel(Component="Vx_j")["forces"].values / 1000, + "Vy_i (kN)": subset.sel(Component="Vy_i")["forces"].values / 1000, + "Vy_j (kN)": subset.sel(Component="Vy_j")["forces"].values / 1000, + "Vz_i (kN)": subset.sel(Component="Vz_i")["forces"].values / 1000, + "Vz_j (kN)": subset.sel(Component="Vz_j")["forces"].values / 1000, + "Mx_i (kNm)": subset.sel(Component="Mx_i")["forces"].values / 1000, + "Mx_j (kNm)": subset.sel(Component="Mx_j")["forces"].values / 1000, + "My_i (kNm)": subset.sel(Component="My_i")["forces"].values / 1000, + "My_j (kNm)": subset.sel(Component="My_j")["forces"].values / 1000, + "Mz_i (kNm)": subset.sel(Component="Mz_i")["forces"].values / 1000, + "Mz_j (kNm)": subset.sel(Component="Mz_j")["forces"].values / 1000, }) print(df.to_string(index=False)) @@ -439,11 +453,16 @@ def to_list(val): if g_filter and girder_name not in g_filter: continue + if self.edge_dist > 0 and girder_name in ["EB1", "EB2"]: + continue # dont calculate it for calculating other values + elements = girder_data["elements"] try: # Select ONLY this loadcase and elements for this girder - subset = self.ds.sel(Loadcase=lc, Element=elements) + subset = self.ds.sel(Loadcase=lc, Element=elements).copy() + + # --- Vy Envelope --- vy_i = subset.sel(Component="Vy_i")["forces"] @@ -472,80 +491,80 @@ def to_list(val): # Compute max/min for Vy mxi, mxj = float(vy_i.max()), float(vy_j.max()) if mxi >= mxj: - v_max, v_max_e = mxi, int(vy_i.idxmax()) + v_max, v_max_e = mxi / 1000, int(vy_i.idxmax()) else: - v_max, v_max_e = mxj, int(vy_j.idxmax()) + v_max, v_max_e = mxj / 1000, int(vy_j.idxmax()) mni, mnj = float(vy_i.min()), float(vy_j.min()) if mni <= mnj: - v_min, v_min_e = mni, int(vy_i.idxmin()) + v_min, v_min_e = mni / 1000, int(vy_i.idxmin()) else: - v_min, v_min_e = mnj, int(vy_j.idxmin()) + v_min, v_min_e = mnj / 1000, int(vy_j.idxmin()) # Compute max/min for Vx mx_i_val, mx_j_val = float(vx_i.max()), float(vx_j.max()) if mx_i_val >= mx_j_val: - vx_max, vx_max_e = mx_i_val, int(vx_i.idxmax()) + vx_max, vx_max_e = mx_i_val / 1000, int(vx_i.idxmax()) else: - vx_max, vx_max_e = mx_j_val, int(vx_j.idxmax()) + vx_max, vx_max_e = mx_j_val / 1000, int(vx_j.idxmax()) mn_i_val, mn_j_val = float(vx_i.min()), float(vx_j.min()) if mn_i_val <= mn_j_val: - vx_min, vx_min_e = mn_i_val, int(vx_i.idxmin()) + vx_min, vx_min_e = mn_i_val / 1000, int(vx_i.idxmin()) else: - vx_min, vx_min_e = mn_j_val, int(vx_j.idxmin()) + vx_min, vx_min_e = mn_j_val / 1000, int(vx_j.idxmin()) # Compute max/min for Vz mz_i_val, mz_j_val = float(vz_i.max()), float(vz_j.max()) if mz_i_val >= mz_j_val: - vz_max, vz_max_e = mz_i_val, int(vz_i.idxmax()) + vz_max, vz_max_e = mz_i_val / 1000, int(vz_i.idxmax()) else: - vz_max, vz_max_e = mz_j_val, int(vz_j.idxmax()) + vz_max, vz_max_e = mz_j_val / 1000, int(vz_j.idxmax()) mnz_i_val, mnz_j_val = float(vz_i.min()), float(vz_j.min()) if mnz_i_val <= mnz_j_val: - vz_min, vz_min_e = mnz_i_val, int(vz_i.idxmin()) + vz_min, vz_min_e = mnz_i_val / 1000, int(vz_i.idxmin()) else: - vz_min, vz_min_e = mnz_j_val, int(vz_j.idxmin()) + vz_min, vz_min_e = mnz_j_val / 1000, int(vz_j.idxmin()) # Compute max/min for Mx mx_i_val, mx_j_val = float(mx_i.max()), float(mx_j.max()) if mx_i_val >= mx_j_val: - mx_max, mx_max_e = mx_i_val, int(mx_i.idxmax()) + mx_max, mx_max_e = mx_i_val / 1000, int(mx_i.idxmax()) else: - mx_max, mx_max_e = mx_j_val, int(mx_j.idxmax()) + mx_max, mx_max_e = mx_j_val / 1000, int(mx_j.idxmax()) mnx_i_val, mnx_j_val = float(mx_i.min()), float(mx_j.min()) if mnx_i_val <= mnx_j_val: - mx_min, mx_min_e = mnx_i_val, int(mx_i.idxmin()) + mx_min, mx_min_e = mnx_i_val / 1000, int(mx_i.idxmin()) else: - mx_min, mx_min_e = mnx_j_val, int(mx_j.idxmin()) + mx_min, mx_min_e = mnx_j_val / 1000, int(mx_j.idxmin()) # Compute max/min for My my_i_val, my_j_val = float(my_i.max()), float(my_j.max()) if my_i_val >= my_j_val: - my_max, my_max_e = my_i_val, int(my_i.idxmax()) + my_max, my_max_e = my_i_val / 1000, int(my_i.idxmax()) else: - my_max, my_max_e = my_j_val, int(my_j.idxmax()) + my_max, my_max_e = my_j_val / 1000, int(my_j.idxmax()) mny_i_val, mny_j_val = float(my_i.min()), float(my_j.min()) if mny_i_val <= mny_j_val: - my_min, my_min_e = mny_i_val, int(my_i.idxmin()) + my_min, my_min_e = mny_i_val / 1000, int(my_i.idxmin()) else: - my_min, my_min_e = mny_j_val, int(my_j.idxmin()) + my_min, my_min_e = mny_j_val / 1000, int(my_j.idxmin()) # Compute max/min for Mz mmxi, mmxj = float(mz_i.max()), float(mz_j.max()) if mmxi >= mmxj: - m_max, m_max_e = mmxi, int(mz_i.idxmax()) + m_max, m_max_e = mmxi / 1000, int(mz_i.idxmax()) else: - m_max, m_max_e = mmxj, int(mz_j.idxmax()) + m_max, m_max_e = mmxj / 1000, int(mz_j.idxmax()) mmni, mmnj = float(mz_i.min()), float(mz_j.min()) if mmni <= mmnj: - m_min, m_min_e = mmni, int(mz_i.idxmin()) + m_min, m_min_e = mmni / 1000, int(mz_i.idxmin()) else: - m_min, m_min_e = mmnj, int(mz_j.idxmin()) + m_min, m_min_e = mmnj / 1000, int(mz_j.idxmin()) # Group results by element to avoid redundant rows crit_eles = defaultdict( @@ -671,9 +690,13 @@ def print_critical_max_state(self): # 3. Search for absolute maximum within selected category for lc in relevant_lcs: for g_name, g_data in girder_map.items(): + if self.edge_dist > 0 and g_name in ["EB1", "EB2"]: + continue # Skip EB1 and EB2 when finding maximum + elements = g_data["elements"] try: - subset = self.ds.sel(Loadcase=lc, Element=elements, Component=comp)["forces"] + subset = self.ds.sel(Loadcase=lc, Element=elements, Component=comp)["forces"].copy() + # Find both max and min in this subset s_max = float(subset.max()) @@ -700,7 +723,7 @@ def print_critical_max_state(self): if crit_lc is None: print("❌ No results found.") - return + return # reactions vy start ra and end rb, point load and line load , point-coordinate,line-start and end print("\n" + "=" * 100) print(" " * 35 + "GLOBAL CRITICAL MAXIMUM SUMMARY") @@ -719,7 +742,7 @@ def print_critical_max_state(self): "Component": comp, "Girder": crit_girder, "Element": crit_ele, - "Value": f"{crit_val:.3f}", + "Value (kN/kNm)": f"{crit_val / 1000:.3f}", "Loadcase (Short)": short_lc, "Position": position_str }] @@ -734,7 +757,9 @@ def print_critical_max_state(self): elements = g_data["elements"] print(f"\n>>> Girder: {g_name}") try: - subset = self.ds.sel(Loadcase=crit_lc, Element=elements) + subset = self.ds.sel(Loadcase=crit_lc, Element=elements).copy() + + vx_i = subset.sel(Component="Vx_i")["forces"].values vx_j = subset.sel(Component="Vx_j")["forces"].values @@ -776,6 +801,145 @@ def print_critical_max_state(self): print("\n" + "=" * 80) + def print_girder_reactions(self, load_case_filter=None, girder_filter=None): + """ + Calculates and prints Ra (shear at start node) and Rb (shear at end node) + for every girder under every selected load case. + + :param load_case_filter: (str or list) Filter load cases by name. + :param girder_filter: (str or list) Filter girders by name. + """ + def to_list(val): + if val is None: return None + return [val] if not isinstance(val, (list, tuple)) else val + + lc_filter = to_list(load_case_filter) + g_filter = to_list(girder_filter) + + all_lcs = self.get_available_loadcases() + + if lc_filter: + all_lcs = [lc for lc in all_lcs if any(str(f).lower() in str(lc).lower() for f in lc_filter)] + + if not all_lcs: + print("❌ No load cases matched the filter.") + return + + girder_map, _ = self.build_girders(verbose=False) + girder_map = self.filter_girders(girder_map) + + print("\n" + "=" * 60) + print(" " * 15 + "GIRDER REACTIONS (Ra, Rb) SUMMARY") + print("=" * 60) + + for lc in all_lcs: + print(f"\n>>> Load Case: {lc}") + + rows = [] + for g_name, g_data in girder_map.items(): + if g_filter and g_name not in g_filter: + continue + + element_map = g_data["element_map"] + if not element_map: + continue + + # First element: Ra is at the start node n1 + eid_start, n1_start, _ = element_map[0] + # Last element: Rb is at the end node n2 + eid_end, _, n2_end = element_map[-1] + + try: + # Identify components based on element connectivity in OpenSees + # ops.eleNodes(eid) returns [iNode, jNode] + nodes_start = ops.eleNodes(eid_start) + comp_ra = "Vy_i" if n1_start == nodes_start[0] else "Vy_j" + + nodes_end = ops.eleNodes(eid_end) + comp_rb = "Vy_j" if n2_end == nodes_end[1] else "Vy_i" + + # Fetch raw values from dataset (divide by 1000 for kN) + ra_val = float(self.ds.sel(Loadcase=lc, Element=eid_start, Component=comp_ra)["forces"]) / 1000 + # Rb is usually shown as negative at the end of a girder in SFDs + rb_val = -float(self.ds.sel(Loadcase=lc, Element=eid_end, Component=comp_rb)["forces"]) / 1000 + + + rows.append({ + "Girder": g_name, + "Ra (kN)": f"{ra_val:.3f}", + "Rb (kN)": f"{rb_val:.3f}" + }) + except Exception as e: + rows.append({ + "Girder": g_name, + "Ra (kN)": "ERR", + "Rb (kN)": "N/A" + }) + + if rows: + df = pd.DataFrame(rows) + print(df.to_string(index=False)) + + print("\n" + "=" * 60) + + def verify_sections(self): + """ + Prints the section properties for a sample element of each member type + from the bridge model to verify correct implementation. + """ + print("\n" + "=" * 105) + print(" " * 35 + "SECTION PROPERTIES VERIFICATION LOG") + print("=" * 105) + + # Determine which section attribute was assigned to edge beams based on edge distance + eb_attr_name = "edge_longitudinal_section" if self.edge_dist > 0 else "longitudinal_section" + + # Member categories to check vs the bridge instance attributes + categories = [ + ("Edge Beams (EB)", "edge_beam", eb_attr_name), + ("Interior Girders (G)", "interior_main_beam", "longitudinal_section"), + ("Exterior Girders (G)", "exterior_main_beam_1", "longitudinal_section"), + ("Transverse Slabs", "transverse_slab", "transverse_section") + ] + + rows = [] + for label, m_type, attr_name in categories: + try: + # Find which elements belong to this category + elements = self.bridge.model.get_element(member=m_type, options="elements") + section_obj = getattr(self.bridge, attr_name, None) + + if not elements or section_obj is None: + continue + + eid = elements[0] + + # Extract properties from the ospgrillage section object + rows.append({ + "Girder Category": label, + "Assigned Section Object": f"bridge.{attr_name}", + "Sample ID": eid, + "Area (A)": f"{section_obj.A:.4f}", + "Torsion (J)": f"{section_obj.J:.4f}", + "Iz (strong)": f"{section_obj.Iz:.4f}", + "Iy (weak)": f"{section_obj.Iy:.4f}", + "Az": f"{section_obj.Az:.4f}", + "Ay": f"{section_obj.Ay:.4f}", + }) + + except Exception: + continue + + if rows: + df = pd.DataFrame(rows) + print(df.to_string(index=False)) + else: + print("❌ No section data could be retrieved for verification.") + + print("\n" + "=" * 105) + print(" " * 30 + "End of Verification (Exiting Analysis Tools)") + print("=" * 105) + def run_interactive_viewer(self): while True: @@ -787,12 +951,14 @@ def run_interactive_viewer(self): print("3. Show moving load trace") print("4. Show max/min envelopes") print("5. Show critical maximum state") + print("6. Show girder reactions (Ra, Rb)") print("0. Exit") print("==============================") main_choice = input("Enter choice: ").strip() if main_choice == "0": + self.verify_sections() break # ====================================================== @@ -885,7 +1051,7 @@ def run_interactive_viewer(self): # ================= LOADCASE LOOP ================= while True: - + self.print_load_availability() print("\nSelect Loadcase:") for i, lc in enumerate(loadcases, 1): print(f"{i}. {lc}") @@ -926,7 +1092,7 @@ def run_interactive_viewer(self): comp = component_map[r] - # ---------------- FORCES ---------------- + # ---------------- FORCES / MOMENTS ---------------- res = self.get_beam_element_results( girder_elements, lc, comp ) @@ -937,11 +1103,12 @@ def run_interactive_viewer(self): data = [] for eid, val in res.items(): try: - # Handle potential array values to get a clean scalar - scalar_val = float(val) if val is not None else val + # Handle potential array values to get a clean scalar and convert to kN/kNm + scalar_val = float(val) / 1000 if val is not None else val except (TypeError, ValueError): scalar_val = val - data.append({"Element": eid, comp: scalar_val}) + unit = "kN" if "V" in comp else "kNm" + data.append({"Element": eid, f"{comp} ({unit})": scalar_val}) df = pd.DataFrame(data) print(df.to_string(index=False)) @@ -981,7 +1148,8 @@ def run_interactive_viewer(self): continue # Show available moving load cases - print("\nAvailable Moving Load Categories:") + self.print_load_availability() + print("\nSelect Moving Load Category:") case_types = defaultdict(list) for lc in moving_lcs: parts = lc.split() @@ -1031,7 +1199,8 @@ def run_interactive_viewer(self): print("❌ Invalid selection") continue - lc_input = input("Enter Load Case Filter (e.g. 'ClassA') or leave blank for all: ").strip() + self.print_load_availability() + lc_input = input("\nEnter Load Case Filter (e.g. 'ClassA') or leave blank for all: ").strip() if not lc_input: lc_input = None self.print_envelopes(load_case_filter=lc_input, girder_filter=g_input) @@ -1041,6 +1210,36 @@ def run_interactive_viewer(self): self.print_critical_max_state() continue + elif main_choice == "6": + print("\n--- Girder Reactions Configuration ---") + girder_map, _ = self.build_girders(verbose=False) + girder_map = self.filter_girders(girder_map) + g_list = list(girder_map.keys()) + + print("\nSelect Girder:") + for i, g in enumerate(g_list, 1): + print(f"{i}. {g}") + print(f"{len(g_list)+1}. All Girders") + print("0. Back") + + g_choice = input("Enter choice: ").strip() + if g_choice == "0": continue + + if not g_choice or g_choice == str(len(g_list)+1): + g_input = None + elif g_choice.isdigit() and 1 <= int(g_choice) <= len(g_list): + g_input = g_list[int(g_choice)-1] + else: + print("❌ Invalid selection") + continue + + self.print_load_availability() + lc_input = input("\nEnter Load Case Filter (e.g. 'ClassA' or 'Dead') or leave blank for all: ").strip() + if not lc_input: lc_input = None + + self.print_girder_reactions(load_case_filter=lc_input, girder_filter=g_input) + continue + else: print("❌ Invalid option") From 646f314745bcfccba0f04139770e8dc2285c9be5 Mon Sep 17 00:00:00 2001 From: Aditya-Donde Date: Mon, 30 Mar 2026 19:12:34 +0530 Subject: [PATCH 083/225] Add tonne and change wheel load units from kN to t --- src/osdagbridge/core/utils/codes/irc6_2017.py | 28 +++++++++---------- src/osdagbridge/core/utils/codes/keyfile.py | 3 +- 2 files changed, 16 insertions(+), 15 deletions(-) diff --git a/src/osdagbridge/core/utils/codes/irc6_2017.py b/src/osdagbridge/core/utils/codes/irc6_2017.py index 0a544823c..8564eff12 100644 --- a/src/osdagbridge/core/utils/codes/irc6_2017.py +++ b/src/osdagbridge/core/utils/codes/irc6_2017.py @@ -67,8 +67,8 @@ def cl_204_1_Class70R_vehicle_wheel(): # Mapping to the 7 longitudinal positions in `load_positions_x`. # Values provided by user (converted to kN): # [8, 12, 12, 17, 17, 17, 17] - wheel_loads = [8 * kN, 12 * kN, 12 * kN, 17 * kN, - 17 * kN, 17 * kN, 17 * kN] + wheel_loads = [8 * t, 12 * t, 12 * t, 17 * t, + 17 * t, 17 * t, 17 * t] # Define longitudinal positions of each axle load_positions_x = [ @@ -106,14 +106,14 @@ def cl_204_1_Class70R_vehicle_track(): Returns a dictionary with keys: 'x' - list of longitudinal load positions vertex(m) 'z' - list of transverse load positions vertex(m) - 'wheel_loads' - list of wheel loads (kN) + 'wheel_loads' - list of wheel loads (t) """ # Define units start_vertex_x = 0.0 * m end_vertex_x = 4.570 * m - # Define track loads (kN/m2) - track_loads_udl = 4.32 * kN / m2 + # Define track loads (t/m) + track_loads_udl = 7.66 * t / m # Define longitudinal positions of track vertices load_positions_x = [ @@ -157,8 +157,8 @@ def cl_204_1_ClassA_vehicle(): # Mapping to the 8 longitudinal positions in `load_positions_x`. # Values provided by user (converted to kN): # [2.7, 2.7, 11.4, 11.4, 6.8, 6.8, 6.8, 6.8] - wheel_loads = [2.7 * kN, 2.7 * kN, 11.4 * kN, 11.4 * kN, - 6.8 * kN, 6.8 * kN, 6.8 * kN, 6.8 * kN] + wheel_loads = [2.7 * t, 2.7 * t, 11.4 * t, 11.4 * t, + 6.8 * t, 6.8 * t, 6.8 * t, 6.8 * t] # Define longitudinal positions of each axle load_positions_x = [ @@ -363,18 +363,18 @@ def cl_204_6_fatigue_load(): Returns a dictionary with keys: 'x' - list of longitudinal load positions (m) 'z' - list of transverse load positions (m) - 'wheel_loads' - list of wheel loads (kN) + 'wheel_loads' - list of wheel loads (t) """ # Define units axle_dist1= 4.50 * m axle_dist2= 1.40 * m - # Define wheel loads (kN) for each longitudinal axle position + # Define wheel loads (t) for each longitudinal axle position # Mapping to the 3 longitudinal positions in `load_positions_x`. - # Values provided by user (converted to kN): + # Values provided by user (converted to t): # [12, 14, 14] - wheel_loads = [12 * kN, 14 * kN, 14 * kN] + wheel_loads = [12 * t, 14 * t, 14 * t] # Define longitudinal positions of each axle load_positions_x = [ @@ -826,15 +826,15 @@ def cl_211_2_braking_force(design_lanes): """ Returns braking force as per IRC:6-2017 Clause 211.2. Returns: - float: Braking force in kN (rounded to 3 decimal places) + float: Braking force in t (rounded to 3 decimal places) """ for lane in range(1, design_lanes + 1): if lane == 1 or lane == 2: wheel_load = IRC6_2017.cl_204_1_ClassA_vehicle()['wheel_loads'] - braking_force_1 = 0.20 * sum(wheel_load) # kN + braking_force_1 = 0.20 * sum(wheel_load) # t if lane > 2: wheel_load = IRC6_2017.cl_204_1_Class70R_vehicle_wheel()['wheel_loads'] - braking_force_2 = 0.05 * sum(wheel_load) # kN + braking_force_2 = 0.05 * sum(wheel_load) # t total_braking_force = braking_force_1 + braking_force_2 return round(total_braking_force, 3) diff --git a/src/osdagbridge/core/utils/codes/keyfile.py b/src/osdagbridge/core/utils/codes/keyfile.py index fd9214571..8b2c2d44c 100644 --- a/src/osdagbridge/core/utils/codes/keyfile.py +++ b/src/osdagbridge/core/utils/codes/keyfile.py @@ -3,16 +3,17 @@ milli = 1e-3 N = 1 m = 1 +g = 9.81 mm = milli * m m2 = m ** 2 m3 = m ** 3 m4 = m ** 4 kN = kilo * N +t = kN * g Pa = 1 MPa = N / ((mm) ** 2) GPa = kilo * MPa kPa = kilo * Pa -g = 9.81 # Carriageway Width limits per IRC 5 Clause 104.3.1 CARRIAGEWAY_WIDTH_MIN = 4.25 # No median present From 6398a338c44af94ae4c740cb709b488c01a524b4 Mon Sep 17 00:00:00 2001 From: Aditya-Donde Date: Mon, 30 Mar 2026 19:54:44 +0530 Subject: [PATCH 084/225] corrected axle geometry for class 70R and class A vehicle --- src/osdagbridge/core/utils/codes/irc6_2017.py | 4 +++- 1 file changed, 3 insertions(+), 1 deletion(-) diff --git a/src/osdagbridge/core/utils/codes/irc6_2017.py b/src/osdagbridge/core/utils/codes/irc6_2017.py index 8564eff12..847f54981 100644 --- a/src/osdagbridge/core/utils/codes/irc6_2017.py +++ b/src/osdagbridge/core/utils/codes/irc6_2017.py @@ -78,7 +78,8 @@ def cl_204_1_Class70R_vehicle_wheel(): front_gap + axle_dist1 + axle_dist2 + gap_bogie, front_gap + axle_dist1 + axle_dist2 + gap_bogie + bogie_axle_dist1, front_gap + axle_dist1 + axle_dist2 + gap_bogie + bogie_axle_dist1 + bogie_axle_dist2, - front_gap + axle_dist1 + axle_dist2 + gap_bogie + bogie_axle_dist1 + bogie_axle_dist2 + rear_gap, + front_gap + axle_dist1 + axle_dist2 + gap_bogie + bogie_axle_dist1 + bogie_axle_dist2 + bogie_axle_dist1, + front_gap + axle_dist1 + axle_dist2 + gap_bogie + bogie_axle_dist1 + bogie_axle_dist2 + bogie_axle_dist1 + rear_gap, ] # Transverse position of each wheel @@ -169,6 +170,7 @@ def cl_204_1_ClassA_vehicle(): front_gap + axle_dist1 + axle_dist2 + axle_dist3 + gap_bogie, front_gap + axle_dist1 + axle_dist2 + axle_dist3 + gap_bogie + bogie_axle_dist, front_gap + axle_dist1 + axle_dist2 + axle_dist3 + gap_bogie + bogie_axle_dist + bogie_axle_dist, + front_gap + axle_dist1 + axle_dist2 + axle_dist3 + gap_bogie + bogie_axle_dist + bogie_axle_dist + bogie_axle_dist, front_gap + axle_dist1 + axle_dist2 + axle_dist3 + gap_bogie + bogie_axle_dist + bogie_axle_dist + bogie_axle_dist + rear_gap, ] # Transverse position of each wheel From 5540c49cb2c6ecc3bf921676aed98f2b3c4ec6a8 Mon Sep 17 00:00:00 2001 From: Yugh Juneja Date: Thu, 26 Feb 2026 14:32:51 +0530 Subject: [PATCH 085/225] Changes for colors, irc , spacing , slope --- src/osdagbridge/desktop/cad/irc5_geometry.py | 101 ++ .../desktop/ui/dialogs/additional_inputs.py | 134 +++ .../dialogs/tabs/typical_section_details.py | 261 +++++- .../desktop/ui/docks/cad_cross_section.py | 876 +++++++++++++----- .../desktop/ui/docks/cad_dual_view.py | 62 +- .../desktop/ui/docks/cad_top_view.py | 80 +- src/osdagbridge/desktop/ui/template_page.py | 58 +- 7 files changed, 1267 insertions(+), 305 deletions(-) create mode 100644 src/osdagbridge/desktop/cad/irc5_geometry.py diff --git a/src/osdagbridge/desktop/cad/irc5_geometry.py b/src/osdagbridge/desktop/cad/irc5_geometry.py new file mode 100644 index 000000000..79b88b344 --- /dev/null +++ b/src/osdagbridge/desktop/cad/irc5_geometry.py @@ -0,0 +1,101 @@ +class CrashBarrierGeometry: + + @staticmethod + def get_geometry(barrier_type: str) -> dict: + + if barrier_type == "IRC 5 - High Containment RCC Crash Barrier": + return { + "type": "rcc", + "total_height": 900.0, + "top_width": 175.0, + "bottom_width": 350.0, + "base_vertical": 100.0, + "mid_offset": 350.0, + } + + elif barrier_type == "IRC 5 - RCC Crash Barrier": + return { + "type": "rcc", + "total_height": 750.0, + "top_width": 150.0, + "bottom_width": 300.0, + "base_vertical": 100.0, + "mid_offset": 300.0, + } + + elif barrier_type == "IRC 5 - Metallic Crash Barrier with Single W-Beam": + return { + "type": "metallic", + "w_beams": 1, + "post_height": 750.0, + "kerb_height": 150.0, + } + + elif barrier_type == "IRC 5 - Metallic Crash Barrier with Double W-Beam": + return { + "type": "metallic", + "w_beams": 2, + "post_height": 750.0, + "kerb_height": 150.0, + } + + return {} + + +class RailingGeometry: + + @staticmethod + def get_geometry(railing_type: str) -> dict: + + if railing_type == "IRC 5 - RCC Railing": + return { + "type": "rcc", + "height": 1100, + "width": 275, + "post_spacing": 2000, + } + + elif railing_type == "IRC 5 - Steel Railing": + return { + "type": "steel", + "height": 1100, + "post_dia": 50, + "rail_count": 3, + "post_spacing": 2000, + } + + return {} + + +class MedianGeometry: + + @staticmethod + def get_geometry(median_type: str) -> dict: + + if median_type == "IRC 5 - Raised Kerb": + return { + "type": "kerb", + "median_width": 1200, + "kerb_height": 225, + "kerb_top_width": 1150, + "kerb_bottom_width": 1200, + } + + elif median_type == "IRC 5 - RCC Crash Barrier": + return { + "type": "rcc_barrier", + "median_width": 1200, + "barrier_height": 900, + "top_width": 175, + "bottom_width": 450, + } + + elif median_type == "IRC 5 - Metallic Crash Barrier": + return { + "type": "metallic", + "median_width": 1200, + "post_height": 950, + "w_beams": 1, + } + + return {} \ No newline at end of file diff --git a/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py b/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py index 9706799be..0ae7d0b54 100644 --- a/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py +++ b/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py @@ -430,6 +430,140 @@ def _apply_defaults(self): if hasattr(self.design_options_cont_tab, "reset_defaults"): self.design_options_cont_tab.reset_defaults() return + # Confirm save to the user (requested behavior). Use an explicit message box + # instance so it stays on top of the frameless dialog. + box = QMessageBox(self) + box.setIcon(QMessageBox.Information) + box.setWindowTitle("Saved") + box.setText("Inputs saved successfully.") + box.setStandardButtons(QMessageBox.Ok) + box.setDefaultButton(QMessageBox.Ok) + box.setWindowModality(Qt.ApplicationModal) + box.exec() + """ + Save additional inputs and close dialog. + Data will be collected by template_page via get_all_values(). + """ + self.accept() + + def get_all_values(self): + """ + Return CAD-relevant numeric values from Additional Inputs. + This is consumed by InputDock / template_page. + """ + + from osdagbridge.core.utils.common import ( + KEY_NO_OF_GIRDERS, + KEY_GIRDER_SPACING, + KEY_DECK_OVERHANG, + KEY_DECK_THICKNESS, + KEY_FOOTPATH_WIDTH, + KEY_FOOTPATH_THICKNESS, + KEY_CROSS_BRACING_SPACING, + KEY_WEARING_COAT_THICKNESS, + KEY_WEARING_COAT_DENSITY, + KEY_WEARING_COAT_MATERIAL, + ) + + values = {} + + # ---- Typical Section tab ---- + ts = self.typical_section_tab + + if hasattr(ts, "no_of_girders") and ts.no_of_girders.text(): + values[KEY_NO_OF_GIRDERS] = int(float(ts.no_of_girders.text())) + + if hasattr(ts, "girder_spacing") and ts.girder_spacing.text(): + values[KEY_GIRDER_SPACING] = float(ts.girder_spacing.text()) + + if hasattr(ts, "deck_overhang") and ts.deck_overhang.text(): + values[KEY_DECK_OVERHANG] = float(ts.deck_overhang.text()) + + if hasattr(ts, "deck_thickness") and ts.deck_thickness.text(): + values[KEY_DECK_THICKNESS] = float(ts.deck_thickness.text()) + + if hasattr(ts, "footpath_width") and ts.footpath_width.text(): + values[KEY_FOOTPATH_WIDTH] = float(ts.footpath_width.text()) + + if hasattr(ts, "footpath_thickness") and ts.footpath_thickness.text(): + values[KEY_FOOTPATH_THICKNESS] = float(ts.footpath_thickness.text()) + + if hasattr(ts, "wearing_material"): + values[KEY_WEARING_COAT_MATERIAL] = ts.wearing_material.currentText() + + if hasattr(ts, "wearing_thickness") and ts.wearing_thickness.text(): + values[KEY_WEARING_COAT_THICKNESS] = float(ts.wearing_thickness.text()) + + if hasattr(ts, "wearing_density") and ts.wearing_density.text(): + values[KEY_WEARING_COAT_DENSITY] = float(ts.wearing_density.text()) + + # ---- Crash Barrier ---- + if hasattr(ts, "crash_barrier_type"): + values["crash_barrier_type"] = ts.crash_barrier_type.currentText() + + if hasattr(ts, "crash_barrier_width") and ts.crash_barrier_width.text(): + values["crash_barrier_width"] = float(ts.crash_barrier_width.text()) + + if hasattr(ts, "crash_barrier_height") and ts.crash_barrier_height.text(): + values["crash_barrier_height"] = float(ts.crash_barrier_height.text()) + + # ---- Railing ---- + if hasattr(ts, "railing_type"): + values["railing_type"] = ts.railing_type.currentText() + + if hasattr(ts, "railing_height") and ts.railing_height.text(): + values["railing_height"] = float(ts.railing_height.text()) + + if hasattr(ts, "railing_post_spacing") and ts.railing_post_spacing.text(): + values["railing_post_spacing"] = float(ts.railing_post_spacing.text()) + + if hasattr(ts, "railing_rail_count") and ts.railing_rail_count.text(): + values["railing_rail_count"] = int(float(ts.railing_rail_count.text())) + + if hasattr(ts, "railing_post_dia") and ts.railing_post_dia.text(): + values["railing_post_dia"] = float(ts.railing_post_dia.text()) + + if hasattr(ts, "railing_top_width") and ts.railing_top_width.text(): + values["railing_top_width"] = float(ts.railing_top_width.text()) + + if hasattr(ts, "railing_bottom_width") and ts.railing_bottom_width.text(): + values["railing_bottom_width"] = float(ts.railing_bottom_width.text()) + + # ---- Median ---- + if hasattr(ts, "median_type"): + values["median_type"] = ts.median_type.currentText() + + if hasattr(ts, "median_width") and ts.median_width.text(): + values["median_width"] = float(ts.median_width.text()) + + if hasattr(ts, "median_kerb_height") and ts.median_kerb_height.text(): + values["median_kerb_height"] = float(ts.median_kerb_height.text()) + + if hasattr(ts, "median_top_width") and ts.median_top_width.text(): + values["median_top_width"] = float(ts.median_top_width.text()) + + if hasattr(ts, "median_bottom_width") and ts.median_bottom_width.text(): + values["median_bottom_width"] = float(ts.median_bottom_width.text()) + + if hasattr(ts, "median_barrier_height") and ts.median_barrier_height.text(): + values["median_barrier_height"] = float(ts.median_barrier_height.text()) + + if hasattr(ts, "median_post_height") and ts.median_post_height.text(): + values["median_post_height"] = float(ts.median_post_height.text()) + + + # ---- Cross bracing spacing (Section Properties tab) ---- + try: + bracing_tab = self.section_properties_tab.cross_bracing_details_tab + if hasattr(bracing_tab, "bracing_spacing") and bracing_tab.bracing_spacing.text(): + values[KEY_CROSS_BRACING_SPACING] = float(bracing_tab.bracing_spacing.text()) + + except Exception: + pass + + return values + + def _build_sections_from_schema(self, parent_layout, sections, heading_style, label_style, field_width): for section in sections: diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py b/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py index 908ded84d..ca9319bc3 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py @@ -23,6 +23,11 @@ from osdagbridge.desktop.ui.dialogs.tabs.sub_tabs.typical_section.wearing_course_tab import WearingCourseTab from osdagbridge.desktop.ui.dialogs.tabs.sub_tabs.typical_section.lane_details_tab import LaneDetailsTab from osdagbridge.desktop.ui.docks.cad_cross_section import CrossSectionCADWidget +from osdagbridge.desktop.cad.irc5_geometry import ( + CrashBarrierGeometry, + MedianGeometry, + RailingGeometry, +) @@ -240,7 +245,32 @@ def init_ui(self): self.lane_details_tab = LaneDetailsTab(self) self.input_tabs.addTab(self.lane_details_tab, "Lane Details") + + # CONNECT COMBO BOXES TO IRC DEFAULT HANDLERS + + if hasattr(self, "crash_barrier_type"): + self.crash_barrier_type.currentTextChanged.connect( + self.on_crash_barrier_type_changed + ) + + # CONNECT MEDIAN TAB DROPDOWN + if hasattr(self.median_tab, "median_type"): + self.median_tab.median_type.currentTextChanged.connect( + self.on_median_type_changed + ) + + # CONNECT RAILING TAB DROPDOWN + if hasattr(self.railing_tab, "railing_type"): + self.railing_tab.railing_type.currentTextChanged.connect( + self.on_railing_type_changed + ) + if hasattr(self, "wearing_thickness"): + self.wearing_thickness.editingFinished.connect(self._update_cad_preview) + + if hasattr(self, "wearing_material"): + self.wearing_material.currentTextChanged.connect(self._update_cad_preview) + input_layout.addWidget(self.input_tabs) main_layout.addWidget(input_container) @@ -306,10 +336,85 @@ def _update_cad_preview(self): if hasattr(self, "footpath_thickness") and self.footpath_thickness.text(): params['footpath_thickness'] = float(self.footpath_thickness.text()) + + if hasattr(self, "crash_barrier_type"): + ui_cb_type = self.crash_barrier_type.currentText() + params["crash_barrier_type"] = ui_cb_type + + # ---- Wearing Course ---- + if hasattr(self, "wearing_coat_thickness") and self.wearing_coat_thickness.text(): + params[KEY_WEARING_COAT_THICKNESS] = float(self.wearing_coat_thickness.text()) + + if hasattr(self, "wearing_coat_density") and self.wearing_coat_density.text(): + params[KEY_WEARING_COAT_DENSITY] = float(self.wearing_coat_density.text()) + + if hasattr(self, "wearing_coat_material"): + params[KEY_WEARING_COAT_MATERIAL] = self.wearing_coat_material.currentText() + + # ---- Median ---- + if hasattr(self, "median_type"): + params["median_type"] = self.median_type.currentText() + + if hasattr(self, "median_width") and self.median_width.text(): + params["median_width"] = float(self.median_width.text()) * 1000 + + if hasattr(self, "median_height") and self.median_height.text(): + params["median_height"] = float(self.median_height.text()) * 1000 + + # ---- Railing ---- + if hasattr(self, "railing_type"): + params["railing_type"] = self.railing_type.currentText() + + if hasattr(self, "railing_width") and self.railing_width.text(): + params["railing_width"] = float(self.railing_width.text()) * 1000 + + if hasattr(self, "railing_height") and self.railing_height.text(): + params["railing_height"] = float(self.railing_height.text()) * 1000 + + # ---- Median presence ---- + if hasattr(self, "median_type"): + params["median_present"] = self.median_type.currentText() != "None" if params: self.cad_preview.update_params(params) + + def get_typical_section_params(self) -> dict: + params = {} + + # ---- Crash Barrier ---- + if hasattr(self, "crash_barrier_type"): + params["crash_barrier_type"] = self.crash_barrier_type.currentText() + + if hasattr(self, "crash_barrier_width") and self.crash_barrier_width.text(): + params["crash_barrier_width"] = float(self.crash_barrier_width.text()) * 1000 + + if hasattr(self, "crash_barrier_height") and self.crash_barrier_height.text(): + params["crash_barrier_height"] = float(self.crash_barrier_height.text()) * 1000 + + # ---- Median (ADD THIS) ---- + if hasattr(self, "median_type"): + params["median_type"] = self.median_type.currentText() + + if hasattr(self, "median_present"): + params["median_present"] = self.median_present.isChecked() + if hasattr(self, "median_width") and self.median_width.text(): + params["median_width"] = float(self.median_width.text()) * 1000 + + if hasattr(self, "median_height") and self.median_height.text(): + params["median_height"] = float(self.median_height.text()) * 1000 + + # ---- Railing (ADD THIS) ---- + if hasattr(self, "railing_type"): + params["railing_type"] = self.railing_type.currentText() + + if hasattr(self, "railing_width") and self.railing_width.text(): + params["railing_width"] = float(self.railing_width.text()) * 1000 + + if hasattr(self, "railing_height") and self.railing_height.text(): + params["railing_height"] = float(self.railing_height.text()) * 1000 + + return params def _get_footpath_count(self): if self.footpath_value == "Both": @@ -1052,9 +1157,8 @@ def _apply_crash_barrier_defaults(self, barrier_type: str, force: bool = False): is_metallic = self._is_metallic_barrier(barrier_type) is_custom = barrier_type == "Custom" - default_density = DEFAULT_CONCRETE_DENSITY # kN/m3 - default_width = f"{DEFAULT_CRASH_BARRIER_WIDTH}" # m - default_height = "0.75" # m + geom = CrashBarrierGeometry.get_geometry(barrier_type) + def _set(widget, value: str): if widget is None: @@ -1062,10 +1166,14 @@ def _set(widget, value: str): if force or not widget.text(): widget.setText(value) - if is_rcc: - _set(self.crash_barrier_density, f"{default_density:.1f}") - _set(self.crash_barrier_width, default_width) - _set(self.crash_barrier_height, default_height) + if is_rcc and geom: + _set(self.crash_barrier_density, f"{DEFAULT_CONCRETE_DENSITY:.1f}") + + if "top_width" in geom: + _set(self.crash_barrier_width, f"{geom['top_width'] / 1000:.2f}") + + if "total_height" in geom: + _set(self.crash_barrier_height, f"{geom['total_height'] / 1000:.2f}") if self.crash_barrier_width and self.crash_barrier_height: try: w_val = float(self.crash_barrier_width.text() or 0.0) @@ -1085,17 +1193,29 @@ def _set(widget, value: str): self.crash_barrier_load.clear() self._update_crash_barrier_visibility(barrier_type) + # ---- CAD UPDATE AFTER DEFAULTS CHANGE ---- + if hasattr(self, "cad_preview"): + params = { + "crash_barrier_type": barrier_type, + } + + if self.crash_barrier_width and self.crash_barrier_width.text(): + params["crash_barrier_width"] = float(self.crash_barrier_width.text()) * 1000 + + if self.crash_barrier_height and self.crash_barrier_height.text(): + params["crash_barrier_height"] = float(self.crash_barrier_height.text()) * 1000 + + self.cad_preview.update_params(params) def _apply_median_defaults(self, median_type: str, force: bool = False): if not hasattr(self, "median_density"): return + is_rcc = self._is_rcc_median(median_type) is_metallic = self._is_metallic_median(median_type) is_custom = median_type == "Custom" - default_density = DEFAULT_CONCRETE_DENSITY # kN/m3 - default_width = f"{DEFAULT_CRASH_BARRIER_WIDTH}" # m - default_height = "0.75" # m + geom = MedianGeometry.get_geometry(median_type) def _set(widget, value: str): if widget is None: @@ -1103,16 +1223,22 @@ def _set(widget, value: str): if force or not widget.text(): widget.setText(value) - if is_rcc: - _set(self.median_density, f"{default_density:.1f}") - _set(self.median_width, default_width) - _set(self.median_height, default_height) + if is_rcc and geom: + _set(self.median_density, f"{DEFAULT_CONCRETE_DENSITY:.1f}") + + if "median_width" in geom: + _set(self.median_width, f"{geom['median_width'] / 1000:.2f}") + + if "barrier_height" in geom: + _set(self.median_height, f"{geom['barrier_height'] / 1000:.2f}") + elif "kerb_height" in geom: + _set(self.median_height, f"{geom['kerb_height'] / 1000:.2f}") + if self.median_width and self.median_height: try: - w_val = float(self.median_width.text() or 0.0) - h_val = float(self.median_height.text() or 0.0) - area_val = w_val * h_val - _set(self.median_area, f"{area_val:.2f}") + w = float(self.median_width.text()) + h = float(self.median_height.text()) + _set(self.median_area, f"{w * h:.2f}") except: pass self._auto_compute_median_load() @@ -1127,21 +1253,79 @@ def _set(widget, value: str): self._update_median_visibility(median_type, include_median=True) + geom = MedianGeometry.get_geometry(median_type) + + params = { + "median_type": median_type, + } + + if geom: + if "median_width" in geom: + params["median_width"] = geom["median_width"] + + if "barrier_height" in geom: + params["median_height"] = geom["barrier_height"] + elif "kerb_height" in geom: + params["median_height"] = geom["kerb_height"] + + self.cad_preview.update_params(params) + + if hasattr(self, "cad_preview"): + params = { + "median_present": True, + "median_type": median_type, + } + + if self.median_width and self.median_width.text(): + params["median_width"] = float(self.median_width.text()) * 1000 + + if self.median_height and self.median_height.text(): + params["median_height"] = float(self.median_height.text()) * 1000 + + self.cad_preview.update_params(params) + def _apply_railing_defaults(self, force: bool = False): if not hasattr(self, "railing_type"): return + railing_type = self.railing_type.currentText() + geom = RailingGeometry.get_geometry(railing_type) + def _set(widget, value: str): if widget is None: return if force or not widget.text(): widget.setText(value) - _set(self.railing_width, f"{DEFAULT_RAILING_WIDTH * 1000:.0f}") - _set(self.railing_height, f"{MIN_RAILING_HEIGHT:.2f}") + if geom: + if "width" in geom: + _set(self.railing_width, f"{geom['width'] / 1000:.2f}") + + if "height" in geom: + _set(self.railing_height, f"{geom['height'] / 1000:.2f}") + if hasattr(self, "railing_load_mode"): + self.railing_load_mode.blockSignals(True) self.railing_load_mode.setCurrentText("Automatic (IRC 6)") - self.on_railing_load_mode_changed(self.railing_load_mode.currentText()) + self.railing_load_mode.blockSignals(False) + + # Manually apply once + self.on_railing_load_mode_changed("Automatic (IRC 6)") + + geom = RailingGeometry.get_geometry(railing_type) + + params = { + "railing_type": railing_type, + } + + if geom: + if "height" in geom: + params["railing_height"] = geom["height"] + + if "width" in geom: + params["railing_width"] = geom["width"] + + self.cad_preview.update_params(params) def _is_metallic_barrier(self, barrier_type): return barrier_type.startswith("IRC 5 - Metallic Crash Barrier") @@ -1200,8 +1384,24 @@ def _auto_compute_median_load(self): self.median_load.clear() def on_median_type_changed(self, median_type): - self._update_median_visibility(median_type, include_median=True) - self._apply_median_defaults(median_type) + print(f"Median type changed to: {median_type}") + self._apply_median_defaults(median_type, force=True) + + if hasattr(self, "cad_preview"): + params = {"median_type": median_type} + self.cad_preview.update_params(params) + + self.recalculate_girders() + + def on_railing_type_changed(self, railing_type): + print(f"Railing type changed to: {railing_type}") + self._apply_railing_defaults(force=True) + + if hasattr(self, "cad_preview"): + params = {"railing_type": railing_type} + self.cad_preview.update_params(params) + + self.recalculate_girders() def _update_median_visibility(self, median_type, include_median=True): is_metallic = self._is_metallic_median(median_type) @@ -1413,11 +1613,18 @@ def update_footpath_thickness(self): def on_crash_barrier_type_changed(self, barrier_type): if (barrier_type in ["Flexible", "Semi-Rigid"]) and (self.footpath_value == "None"): - show_critical(self, "Crash Barrier Type Not Permitted", - f"{barrier_type} crash barriers are not permitted on bridges without an outer footpath per IRC 5 Clause 109.6.4.") - # Apply new visibility and load rules + show_critical( + self, + "Crash Barrier Type Not Permitted", + f"{barrier_type} crash barriers are not permitted on bridges without an outer footpath per IRC 5 Clause 109.6.4.", + ) + + # IMPORTANT: force=True so layout recalculation cannot override geometry self._update_crash_barrier_visibility(barrier_type) - self._apply_crash_barrier_defaults(barrier_type) + self._apply_crash_barrier_defaults(barrier_type, force=True) + + # Recalculate AFTER geometry is locked + self.recalculate_girders() def on_railing_load_mode_changed(self, mode): if not hasattr(self, "railing_load_value"): diff --git a/src/osdagbridge/desktop/ui/docks/cad_cross_section.py b/src/osdagbridge/desktop/ui/docks/cad_cross_section.py index 681ed99ec..cf5aee493 100644 --- a/src/osdagbridge/desktop/ui/docks/cad_cross_section.py +++ b/src/osdagbridge/desktop/ui/docks/cad_cross_section.py @@ -9,8 +9,57 @@ from PySide6.QtCore import Qt, QRectF, QPointF, QTimer from PySide6.QtGui import QPainter, QPen, QColor, QFont, QBrush, QPolygonF from PySide6.QtGui import QPixmap +from osdagbridge.desktop.cad.irc5_geometry import ( + CrashBarrierGeometry, + RailingGeometry, + MedianGeometry, +) +from osdagbridge.core.utils.common import ( + KEY_WEARING_COAT_THICKNESS, + KEY_WEARING_COAT_DENSITY, + KEY_WEARING_COAT_MATERIAL, +) import random +CRASH_BARRIER_TYPES = { + + # === RCC BARRIERS === + "IRC 5 - RCC Crash Barrier": { + "type": "rcc", + "total_height": 750.0, + "top_width": 150.0, + "bottom_width": 300.0, + "base_vertical": 100.0, + "mid_offset": 300.0, + }, + + "IRC 5 - High Containment RCC Crash Barrier": { + "type": "rcc", + "total_height": 900.0, + "top_width": 175.0, + "bottom_width": 350.0, + "base_vertical": 100.0, + "mid_offset": 350.0, + }, + + # === METALLIC BARRIERS === + "IRC 5 - Metallic Crash Barrier with Single W-Beam": { + "type": "metallic", + "post_height": 750.0, + "kerb_height": 150.0, + "w_beams": 1, + }, + + "IRC 5 - Metallic Crash Barrier with Double W-Beam": { + "type": "metallic", + "post_height": 750.0, + "kerb_height": 150.0, + "w_beams": 2, + }, +} + + + class CrossSectionCADWidget(QWidget): """Widget for drawing bridge cross-section view""" # ===== SHARED CAD COLORS ===== @@ -28,8 +77,13 @@ class CrossSectionCADWidget(QWidget): def __init__(self, parent=None): super().__init__(parent) + self.show_dimensions = False self.setMouseTracking(True) # enable mouse tracking for hover self.concrete_brush = self.create_concrete_brush() + self.crash_barrier_params = {} + self.crash_barrier_type = "IRC 5 - High Containment RCC Crash Barrier" + self.railing_type = None + self.median_type = None # hover label regions: list of (QRectF, text, bg_color, text_color) self.hover_labels = [] self.hovered_label_index = -1 @@ -70,18 +124,18 @@ def __init__(self, parent=None): self.girder = { 'depth': 500, 'top_flange_width': 180, - 'top_flange_thickness': 17.2, + 'top_flange_thickness': 22, 'bottom_flange_width': 180, - 'bottom_flange_thickness': 17.2, - 'web_thickness': 10.2, + 'bottom_flange_thickness': 22, + 'web_thickness': 15, # Legacy support for symmetric sections 'flange_width': 180, - 'flange_thickness': 17.2, + 'flange_thickness': 22, } # stiffener dimensions self.stiffener = { - 'width': 84.9, + 'width': 312, 'height': 465.6, } @@ -362,8 +416,36 @@ def resizeEvent(self, event): super().resizeEvent(event) self._position_zoom_buttons() - def update_params(self, params): + def update_params(self, params: dict): + self.show_dimensions = True + + + if "crash_barrier_geometry" in params: + self.crash_barrier_params = params["crash_barrier_geometry"] + + if "railing_type" in params: + self.railing_type = params["railing_type"] + + if "median_type" in params: + self.median_type = params["median_type"] + + # ---- Wearing Course ---- + if KEY_WEARING_COAT_THICKNESS in params: + self.params["wearing_coat_thickness"] = params[KEY_WEARING_COAT_THICKNESS] + + if KEY_WEARING_COAT_MATERIAL in params: + self.params["wearing_coat_material"] = params[KEY_WEARING_COAT_MATERIAL] + + if KEY_WEARING_COAT_DENSITY in params: + self.params["wearing_coat_density"] = params[KEY_WEARING_COAT_DENSITY] + + self.params.update(params) + + + print("WEARING:", self.params.get("wearing_coat_thickness")) + + # ---- Trigger redraw ---- self.update() def mouseMoveEvent(self, event): @@ -774,7 +856,10 @@ def create_concrete_brush(self): def draw_median_crash_barriers(self, painter, median_start_x, median_end_x, deck_top_y, scale, median_color): """Draw two crash barriers for median, facing outward""" painter.setBrush(QBrush(median_color)) - MEDIAN_GREY = QColor(221, 221, 221) + if self.hovered_element == 'median': + MEDIAN_GREY = QColor(255, 250, 220) # same highlight as crash barrier + else: + MEDIAN_GREY = QColor(126, 126, 126) CONCRETE_COLOR = QColor(225, 225, 225) @@ -854,21 +939,31 @@ def draw_median_crash_barriers(self, painter, median_start_x, median_end_x, deck painter.setBrush(QBrush(MEDIAN_GREY)) painter.setPen(QPen(QColor(0, 0, 0), max(1.5, scale * 1.5))) painter.drawPolygon(QPolygonF(points_right)) + # ---- Register hover zone for median ---- + hover_rect = QRectF( + median_start_x, + y_top, + median_end_x - median_start_x, + h + ) + self.cross_section_hover_zones.append((hover_rect, 'median')) def draw_cross_section(self, painter): """Draw cross-section with median support and hover highlighting""" GIRDER_COLOR = QColor(179, 180, 160) # girder → dark olive-grey STIFFENER_COLOR = QColor(79, 78, 70) # stiffener → very dark olive - CROSS_BRACING_COLOR = QColor(235, 236, 211) # cross bracing → light olive + CROSS_BRACING_COLOR = QColor(239, 240, 215) # cross bracing → light olive END_DIAPHRAGM_COLOR = QColor(134, 134, 100) BARRIER_GREY = QColor(221, 221, 221) # slightly dark grey RAILING_GREY = QColor(221, 221, 221) MEDIAN_GREY = QColor(221, 221, 221) CONCRETE_COLOR = QColor(225, 225, 225) + WEARING_COAT_COLOR = QColor(200, 200, 200) # slightly darker than deck base_width = 800 base_height = 400 + width = base_width * self.zoom_level height = base_height * self.zoom_level @@ -881,24 +976,38 @@ def draw_cross_section(self, painter): # Reduced margins for better space utilization margin = 80 - scale = min((width - 2*margin) / total_deck_width, - (height - 2*margin - 80) / (self.girder['depth'] * self.girder_visual_scale['depth'] + - self.params['deck_thickness'] + - self.params['footpath_thickness'] + 1500)) + scale = min( + (width - 2*margin) / total_deck_width, + (height - 2*margin - 80) / ( + self.girder['depth'] * self.girder_visual_scale['depth'] + + self.params['deck_thickness'] + + self.params['footpath_thickness'] + + self.params.get("wearing_coat_thickness", 0) + + 1500 + ) + ) # Apply scale factor for size adjustment (zoom_level already applied to width/height) scale = scale * self.scale_factor + # ================= WEARING COAT THICKNESS ================= + wearing_coat_px = 0.0 + if "wearing_coat_thickness" in self.params: + wearing_coat_px = float(self.params["wearing_coat_thickness"]) * scale + DIM_OFFSET = 510 * scale DIM_OFFSET_SMALL = 588 * scale center_x = self.width() / 2 # Position bridge in the center vertically - total_bridge_height = (self.girder['depth'] * scale * self.girder_visual_scale['depth'] + - self.params['deck_thickness'] * scale + - self.params['footpath_thickness'] * scale + - self.crash_barrier['height'] * scale + - self.railing['height'] * scale) + total_bridge_height = ( + self.girder['depth'] * scale * self.girder_visual_scale['depth'] + + self.params['deck_thickness'] * scale + + self.params['footpath_thickness'] * scale + + wearing_coat_px + + self.crash_barrier['height'] * scale + + self.railing['height'] * scale + ) # Ensure proper positioning - use margin from top instead of centering for small heights top_margin = 20 @@ -911,14 +1020,34 @@ def draw_cross_section(self, painter): girder_top_y = base_y - girder_depth_visual deck_thick_px = self.params['deck_thickness'] * scale fp_thick_px = self.params['footpath_thickness'] * scale + deck_start_x = center_x - (total_deck_width * scale) / 2 + deck_left_x = deck_start_x + deck_right_x = deck_start_x + total_deck_width * scale + + # ================= DECK SLOPE ================= + DECK_SLOPE = 0.025 # 2.5% cross slope (IRC) + deck_center_x = (deck_left_x + deck_right_x) / 2 + + def deck_y_at_x(x, base_y): + dx = x - deck_center_x + return base_y + dx * DECK_SLOPE + deck_bottom_y = girder_top_y - deck_top_y = deck_bottom_y - deck_thick_px + def slope_offset_at_x(x): + """Vertical shift due to deck slope at x""" + return deck_y_at_x(x, deck_bottom_y) - deck_bottom_y + deck_thick_px = self.params['deck_thickness'] * scale fp_bottom_y = deck_bottom_y fp_top_y = fp_bottom_y - fp_thick_px - deck_start_x = center_x - (total_deck_width * scale) / 2 - deck_left_x = deck_start_x - deck_right_x = deck_start_x + total_deck_width * scale + deck_top_y_left = deck_y_at_x(deck_left_x, deck_bottom_y - deck_thick_px) + deck_top_y_right = deck_y_at_x(deck_right_x, deck_bottom_y - deck_thick_px) + + deck_top_y_left -= wearing_coat_px + deck_top_y_right -= wearing_coat_px + + # use a single representative value + deck_top_y = (deck_top_y_left + deck_top_y_right) / 2 # Calculate all widths in pixels crash_barrier_width_px = self.params['crash_barrier_width'] * scale @@ -994,23 +1123,91 @@ def draw_cross_section(self, painter): deck_hovered = (self.hovered_element == 'deck') deck_color = QColor(240, 240, 240) if deck_hovered else CONCRETE_COLOR - painter.setPen(QPen(QColor(0, 0, 0), 2)) - painter.setBrush(Qt.NoBrush) - painter.drawRect(QRectF(deck_slab_left, deck_top_y, - deck_slab_right - deck_slab_left, deck_thick_px)) + #painter.setPen(QPen(QColor(0, 0, 0), 2)) + #painter.setBrush(Qt.NoBrush) + #painter.drawRect(QRectF(deck_slab_left, deck_top_y, + #deck_slab_right - deck_slab_left, deck_thick_px)) + + # ================= WEARING COAT LAYER ================= + if KEY_WEARING_COAT_THICKNESS in self.params: + wc_thickness_mm = self.params[KEY_WEARING_COAT_THICKNESS] + + if wc_thickness_mm > 0: + wc_px = wc_thickness_mm * scale + + # Wearing coat follows deck slope + wc_top_left_y = deck_top_y_left + wc_top_right_y = deck_top_y_right + + wc_bottom_left_y = wc_top_left_y + wc_px + wc_bottom_right_y = wc_top_right_y + wc_px + + wearing_coat_poly = QPolygonF([ + QPointF(deck_slab_left, wc_top_left_y), + QPointF(deck_slab_right, wc_top_right_y), + QPointF(deck_slab_right, wc_bottom_right_y), + QPointF(deck_slab_left, wc_bottom_left_y), + ]) + + painter.setBrush(QBrush(WEARING_COAT_COLOR)) + painter.setPen(QPen(QColor(0, 0, 0), 1.0)) + painter.drawPolygon(wearing_coat_poly) + + # Hover zone (optional but recommended) + self.cross_section_hover_zones.append( + (wearing_coat_poly.boundingRect(), 'wearing_coat') + ) # ---- DRAW FULL DECK SLAB (ONCE) ---- painter.setBrush(self.concrete_brush) painter.setPen(Qt.NoPen) - painter.drawRect(QRectF( - deck_slab_left, - deck_top_y, - deck_slab_right - deck_slab_left, - deck_thick_px - )) + deck_polygon = QPolygonF([ + QPointF(deck_slab_left, deck_top_y_left), # top-left + QPointF(deck_slab_right, deck_top_y_right), # top-right + QPointF(deck_slab_right, deck_top_y_right + deck_thick_px),# bottom-right + QPointF(deck_slab_left, deck_top_y_left + deck_thick_px) # bottom-left + ]) + painter.setBrush(self.concrete_brush) + painter.setPen(QPen(QColor(0, 0, 0), 2)) + painter.drawPolygon(deck_polygon) + + # ---- OUTLINE DECK TOP EDGES OUTSIDE CARRIAGEWAY (CONSISTENCY FIX) ---- + painter.setPen(QPen(QColor(0, 0, 0), 2)) + painter.setBrush(Qt.NoBrush) - if median_present: + # LEFT side: between railing and crash barrier + if fp_config in ['left', 'both'] and left_fp_width > 0: + painter.drawLine( + QPointF(deck_left_x, deck_y_at_x(deck_left_x, deck_bottom_y - deck_thick_px)), + QPointF(deck_slab_left, deck_y_at_x(deck_slab_left, deck_bottom_y - deck_thick_px)) + ) + + # RIGHT side: between crash barrier and railing + if fp_config in ['right', 'both'] and right_fp_width > 0: + painter.drawLine( + QPointF(deck_slab_right, deck_y_at_x(deck_slab_right, deck_bottom_y - deck_thick_px)), + QPointF(deck_right_x, deck_y_at_x(deck_right_x, deck_bottom_y - deck_thick_px)) + ) + # ---- OUTLINE DECK BOTTOM EDGES UNDER FOOTPATHS (CONSISTENCY FIX) ---- + painter.setPen(QPen(QColor(0, 0, 0), 1.5)) + painter.setBrush(Qt.NoBrush) + + # LEFT bottom edge (under left footpath) + if fp_config in ['left', 'both'] and left_fp_width > 0: + painter.drawLine( + QPointF(deck_left_x, deck_y_at_x(deck_left_x, deck_bottom_y)), + QPointF(deck_slab_left, deck_y_at_x(deck_slab_left, deck_bottom_y)) + ) + + # RIGHT bottom edge (under right footpath) + if fp_config in ['right', 'both'] and right_fp_width > 0: + painter.drawLine( + QPointF(deck_slab_right, deck_y_at_x(deck_slab_right, deck_bottom_y)), + QPointF(deck_right_x, deck_y_at_x(deck_right_x, deck_bottom_y)) + ) + + '''if median_present: painter.setPen(QPen(QColor(0, 0, 0), 2)) painter.setBrush(Qt.NoBrush) painter.drawRect(QRectF(deck_slab_left, deck_top_y, @@ -1020,21 +1217,20 @@ def draw_cross_section(self, painter): painter.setBrush(self.concrete_brush) painter.setPen(Qt.NoPen) painter.drawRect(QRectF(carriageway_start_x, deck_top_y, - carriageway_end_x - carriageway_start_x, deck_thick_px)) + carriageway_end_x - carriageway_start_x, deck_thick_px))''' # Register hover zone for deck - deck_hover_rect = QRectF(deck_slab_left, deck_top_y, - deck_slab_right - deck_slab_left, deck_thick_px) + deck_hover_rect = deck_polygon.boundingRect() self.cross_section_hover_zones.append((deck_hover_rect, 'deck')) # Crash barrier deck zones painter.setBrush(self.concrete_brush) - painter.drawRect(QRectF(left_barrier_x, deck_top_y, + '''painter.drawRect(QRectF(left_barrier_x, deck_top_y, crash_barrier_width_px, deck_thick_px)) painter.drawRect(QRectF(right_barrier_x, deck_top_y, - crash_barrier_width_px, deck_thick_px)) + crash_barrier_width_px, deck_thick_px))''' # footpath to deck connecting line dashed_pen = QPen(QColor(0, 0, 0), 1.5, Qt.DashLine) @@ -1046,37 +1242,57 @@ def draw_cross_section(self, painter): painter.setBrush(self.concrete_brush) painter.setPen(Qt.NoPen) - painter.drawRect(QRectF(left_fp_x, fp_top_y, - left_fp_width_px, fp_thick_px)) + fp_left_top_y = deck_y_at_x(left_fp_x, deck_bottom_y) - fp_thick_px + fp_right_top_y = deck_y_at_x(left_barrier_x, deck_bottom_y) - fp_thick_px + + left_fp_poly = QPolygonF([ + QPointF(left_fp_x, fp_left_top_y), + QPointF(left_barrier_x, fp_right_top_y), + QPointF(left_barrier_x, fp_right_top_y + fp_thick_px), + QPointF(left_fp_x, fp_left_top_y + fp_thick_px), + ]) + + painter.drawPolygon(left_fp_poly) # Draw horizontal edges as solid - painter.setPen(QPen(QColor(0, 0, 0), 2)) - painter.setBrush(Qt.NoBrush) + #painter.setPen(QPen(QColor(0, 0, 0), 2)) + #painter.setBrush(Qt.NoBrush) # Top edge - painter.drawLine(QPointF(left_fp_x, fp_top_y), - QPointF(left_fp_x + left_fp_width_px, fp_top_y)) + #painter.drawLine(QPointF(left_fp_x, fp_top_y), + #QPointF(left_fp_x + left_fp_width_px, fp_top_y)) # Bottom edge - painter.drawLine(QPointF(left_fp_x, fp_top_y + fp_thick_px), - QPointF(left_fp_x + left_fp_width_px, fp_top_y + fp_thick_px)) + #painter.drawLine(QPointF(left_fp_x, fp_top_y + fp_thick_px), + #QPointF(left_fp_x + left_fp_width_px, fp_top_y + fp_thick_px)) # Left edge - painter.setPen(QPen(QColor(0, 0, 0), 2)) - painter.drawLine(QPointF(left_fp_x, fp_top_y), - QPointF(left_fp_x, fp_top_y + fp_thick_px)) + #painter.setPen(QPen(QColor(0, 0, 0), 2)) + #painter.drawLine(QPointF(left_fp_x, fp_top_y), + #QPointF(left_fp_x, fp_top_y + fp_thick_px)) # Right edge - painter.setPen(dashed_pen) - painter.drawLine(QPointF(left_fp_x + left_fp_width_px, fp_top_y), - QPointF(left_fp_x + left_fp_width_px, fp_top_y + fp_thick_px)) + #painter.setPen(dashed_pen) + #painter.drawLine(QPointF(left_fp_x + left_fp_width_px, fp_top_y), + #QPointF(left_fp_x + left_fp_width_px, fp_top_y + fp_thick_px)) if fp_config in ['right', 'both'] and right_fp_width > 0: # Draw footpath fill painter.setBrush(self.concrete_brush) painter.setPen(Qt.NoPen) - painter.drawRect(QRectF(right_fp_x, fp_top_y, - right_fp_width_px, fp_thick_px)) + fp_right_top_y1 = deck_y_at_x(right_fp_x, deck_bottom_y) - fp_thick_px + fp_right_top_y2 = deck_y_at_x(deck_right_x, deck_bottom_y) - fp_thick_px + + right_fp_poly = QPolygonF([ + QPointF(right_fp_x, fp_right_top_y1), + QPointF(deck_right_x, fp_right_top_y2), + QPointF(deck_right_x, fp_right_top_y2 + fp_thick_px), + QPointF(right_fp_x, fp_right_top_y1 + fp_thick_px), + ]) + + painter.setBrush(self.concrete_brush) + painter.setPen(Qt.NoPen) + painter.drawPolygon(right_fp_poly) - # Draw horizontal edges as solid + '''# Draw horizontal edges as solid painter.setPen(QPen(QColor(0, 0, 0), 2)) painter.setBrush(Qt.NoBrush) # Top edge @@ -1094,58 +1310,109 @@ def draw_cross_section(self, painter): # Right edge (outer edge where railing sits) - SOLID painter.setPen(QPen(QColor(0, 0, 0), 2)) painter.drawLine(QPointF(right_fp_x + right_fp_width_px, fp_top_y), - QPointF(right_fp_x + right_fp_width_px, fp_top_y + fp_thick_px)) + QPointF(right_fp_x + right_fp_width_px, fp_top_y + fp_thick_px))''' # Draw crash barriers - cb_y = deck_top_y + #cb_y = deck_top_y - 1 # Left barrier: x is where it STARTS (left edge) - self.draw_crash_barrier(painter, left_barrier_x, cb_y, scale, side='left') + #self.draw_crash_barrier(painter, left_barrier_x, cb_y, scale, side='left') # Right barrier: x is where it ENDS (right edge) = right_barrier_end_x - self.draw_crash_barrier(painter, right_barrier_end_x, cb_y, scale, side='right') + #self.draw_crash_barrier(painter, right_barrier_end_x, cb_y, scale, side='right') - if median_present: - self.draw_median_crash_barriers(painter, median_start_x, median_end_x, deck_top_y, scale, MEDIAN_GREY) + if median_present and median_start_x is not None and median_end_x is not None: + median_center_x = (median_start_x + median_end_x) / 2 + + median_deck_y = deck_y_at_x( + median_center_x, + deck_bottom_y - deck_thick_px - wearing_coat_px + ) + + self.draw_median_crash_barriers( + painter, + median_start_x, + median_end_x, + median_deck_y, + scale, + MEDIAN_GREY + ) # Draw the main deck bottom line solid (only the deck slab portion) painter.setPen(QPen(QColor(0, 0, 0), 1.5)) - painter.drawLine(QPointF(deck_slab_left, deck_bottom_y), - QPointF(deck_slab_right, deck_bottom_y)) + painter.drawLine( + QPointF(deck_slab_left, deck_y_at_x(deck_slab_left, deck_bottom_y)), + QPointF(deck_slab_right, deck_y_at_x(deck_slab_right, deck_bottom_y)) + ) # Draw dashed lines for footpath area bottom and vertical connections # Left footpath area if fp_config in ['left', 'both'] and left_fp_width > 0: + fp_dim_x = left_fp_x + left_fp_width_px / 2 + + fp_top_dim_y = deck_y_at_x(fp_dim_x, deck_bottom_y) - fp_thick_px + fp_bottom_dim_y = deck_y_at_x(fp_dim_x, deck_bottom_y) + painter.setPen(dashed_pen) - # Bottom line under footpath area (dashed) - painter.drawLine(QPointF(deck_left_x, deck_bottom_y), - QPointF(deck_slab_left, deck_bottom_y)) + painter.drawLine( + QPointF(fp_dim_x, fp_top_dim_y), + QPointF(fp_dim_x, fp_bottom_dim_y) + ) # Outer vertical line from footpath bottom to deck bottom level (dashed) - painter.drawLine(QPointF(deck_left_x, fp_top_y + fp_thick_px), - QPointF(deck_left_x, deck_bottom_y)) + fp_outer_bottom_y = deck_y_at_x(deck_left_x, deck_bottom_y) + + painter.drawLine( + QPointF(deck_left_x, fp_outer_bottom_y - fp_thick_px), + QPointF(deck_left_x, fp_outer_bottom_y) + ) # Right footpath area if fp_config in ['right', 'both'] and right_fp_width > 0: + fp_dim_x = right_fp_x + right_fp_width_px / 2 + + fp_top_dim_y = deck_y_at_x(fp_dim_x, deck_bottom_y) - fp_thick_px + fp_bottom_dim_y = deck_y_at_x(fp_dim_x, deck_bottom_y) + painter.setPen(dashed_pen) - # Bottom line under footpath area (dashed) - painter.drawLine(QPointF(deck_slab_right, deck_bottom_y), - QPointF(deck_right_x, deck_bottom_y)) + painter.drawLine( + QPointF(fp_dim_x, fp_top_dim_y), + QPointF(fp_dim_x, fp_bottom_dim_y) + ) # Outer vertical line from footpath bottom to deck bottom level (dashed) - painter.drawLine(QPointF(deck_right_x, fp_top_y + fp_thick_px), - QPointF(deck_right_x, deck_bottom_y)) + fp_outer_bottom_y = deck_y_at_x(deck_right_x, deck_bottom_y) + + painter.drawLine( + QPointF(deck_right_x, fp_outer_bottom_y - fp_thick_px), + QPointF(deck_right_x, fp_outer_bottom_y) + ) # Draw girders and stiffeners for girder_x in positions: - self.draw_i_section(painter, girder_x, base_y, scale, GIRDER_COLOR) - self.draw_stiffeners(painter, girder_x, base_y, scale, STIFFENER_COLOR) - - # -------- 4.d CL OF BEARING (DASHED BLACK) -------- - painter.setPen(QPen(QColor(0, 0, 0), 1.0, Qt.DashLine)) - painter.setBrush(Qt.NoBrush) + y_shift = slope_offset_at_x(girder_x) + + self.draw_i_section( + painter, + girder_x, + base_y + y_shift, + scale, + GIRDER_COLOR + ) - for girder_x in positions: - painter.drawLine( - QPointF(girder_x, base_y), - QPointF(girder_x, deck_bottom_y) + self.draw_stiffeners( + painter, + girder_x, + base_y + y_shift, + scale, + STIFFENER_COLOR ) + # -------- 4.d CL OF BEARING (DASHED BLACK) -------- + # painter.setPen(QPen(QColor(0, 0, 0), 1.0, Qt.DashLine)) + # painter.setBrush(Qt.NoBrush) + + # for girder_x in positions: + # painter.drawLine( + # QPointF(girder_x, base_y), + # QPointF(girder_x, deck_bottom_y) + # ) + # ---- Flange thickness (same as I-section) ---- if 'top_flange_thickness' in self.girder and 'bottom_flange_thickness' in self.girder: tf_top = self.girder['top_flange_thickness'] * scale * self.girder_visual_scale['flange_thickness'] @@ -1162,106 +1429,154 @@ def draw_cross_section(self, painter): bf_thickness = self.girder['bottom_flange_thickness'] * scale * self.girder_visual_scale['flange_thickness'] else: bf_thickness = self.girder['flange_thickness'] * scale * self.girder_visual_scale['flange_thickness'] + + - girder_top_edge = base_y - girder_depth_visual - # Correct bottom edge: above base_y by bottom flange thickness - girder_bottom_edge = base_y - bf_thickness - - # Mid of top & bottom flange (REFERENCE POINTS) + '''# Mid of top & bottom flange (REFERENCE POINTS) top_flange_mid_y = girder_top_edge + tf_top / 2 bottom_flange_mid_y = girder_bottom_edge - tf_bottom / 2 # --- Correct connection points (flange-web junction) --- top_connection_y = girder_top_edge + tf_top + (0.02 * girder_depth_visual) - bottom_connection_y = girder_bottom_edge - tf_bottom + (0.02 * girder_depth_visual) + bottom_connection_y = girder_bottom_edge - tf_bottom + (0.02 * girder_depth_visual)''' - for i in range(n - 1): - # Shift bracing attachment from girder center to inner web face - web_thickness_px = ( - self.girder['web_thickness'] * scale * - self.girder_visual_scale['web_thickness'] - ) + for i in range(n - 1): + # Web offset + web_thickness_px = ( + self.girder['web_thickness'] * scale * + self.girder_visual_scale['web_thickness'] + ) + half_web = web_thickness_px / 2.0 - half_web = web_thickness_px / 2.0 + # X locations + x1 = positions[i] + half_web + x2 = positions[i + 1] - half_web - x1 = positions[i] + half_web - x2 = positions[i + 1] - half_web + # Independent slope offsets + y_shift_left = slope_offset_at_x(positions[i]) + y_shift_right = slope_offset_at_x(positions[i + 1]) - - # Draw cross bracing lines - line_spacing = 3 - painter.setBrush(Qt.NoBrush) - painter.setPen(QPen(CROSS_BRACING_COLOR, 1.0)) - - dx = x2 - x1 - dy = girder_bottom_edge - girder_top_edge - length = math.sqrt(dx * dx + dy * dy) - - if length > 0: - perp_x = -dy / length - perp_y = dx / length + # Girder edges + girder_top_left = (base_y + y_shift_left) - girder_depth_visual + girder_bottom_left = (base_y + y_shift_left) - bf_thickness - thickness = 3.0 # visual thickness of bracing - half_t = thickness / 2 + girder_top_right = (base_y + y_shift_right) - girder_depth_visual + girder_bottom_right = (base_y + y_shift_right) - bf_thickness - off_x = perp_x * half_t - off_y = perp_y * half_t + # Connection points + top_L = girder_top_left + tf_top + 0.02 * girder_depth_visual + bottom_L = girder_bottom_left - tf_bottom + 0.02 * girder_depth_visual + top_R = girder_top_right + tf_top + 0.02 * girder_depth_visual + bottom_R = girder_bottom_right - tf_bottom + 0.02 * girder_depth_visual - # CROSS BRACING 1 (\ direction) + # Geometry vector (true bracing direction) + dx = x2 - x1 + dy = bottom_R - top_L + length = math.hypot(dx, dy) + if length <= 0: + continue - p1 = QPointF(x1 + off_x, top_connection_y + off_y) - p2 = QPointF(x2 + off_x, bottom_connection_y + off_y) - p3 = QPointF(x2 - off_x, bottom_connection_y - off_y) - p4 = QPointF(x1 - off_x, top_connection_y - off_y) + # Perpendicular direction + perp_x = -dy / length + perp_y = dx / length - painter.setPen(Qt.NoPen) - painter.setBrush(QBrush(CROSS_BRACING_COLOR)) - painter.drawPolygon(QPolygonF([p1, p2, p3, p4])) + thickness = 3.5 * (self.zoom_level / 1.2) + off_x = perp_x * thickness / 2 + off_y = perp_y * thickness / 2 - # DARK BOUNDARY LINES - painter.setPen(QPen(CROSS_BRACING_COLOR.darker(220), 1.5)) - painter.drawLine(p1, p2) - painter.drawLine(p4, p3) + # ===== CROSS BRACING (\) ===== + p1 = QPointF(x1 + off_x, top_L + off_y) + p2 = QPointF(x2 + off_x, bottom_R + off_y) + p3 = QPointF(x2 - off_x, bottom_R - off_y) + p4 = QPointF(x1 - off_x, top_L - off_y) - # CROSS BRACING 2 (/ direction) + painter.setPen(Qt.NoPen) + painter.setBrush(QBrush(CROSS_BRACING_COLOR)) + painter.drawPolygon(QPolygonF([p1, p2, p3, p4])) - p1 = QPointF(x1 + off_x, bottom_connection_y + off_y) - p2 = QPointF(x2 + off_x, top_connection_y + off_y) - p3 = QPointF(x2 - off_x, top_connection_y - off_y) - p4 = QPointF(x1 - off_x, bottom_connection_y - off_y) + painter.setPen(QPen(CROSS_BRACING_COLOR.darker(220), 1.5)) + painter.drawLine(p1, p2) + painter.drawLine(p4, p3) - painter.setPen(Qt.NoPen) - painter.setBrush(QBrush(CROSS_BRACING_COLOR)) - painter.drawPolygon(QPolygonF([p1, p2, p3, p4])) + # ===== CROSS BRACING (/) ===== + p1 = QPointF(x1 + off_x, bottom_L + off_y) + p2 = QPointF(x2 + off_x, top_R + off_y) + p3 = QPointF(x2 - off_x, top_R - off_y) + p4 = QPointF(x1 - off_x, bottom_L - off_y) - painter.setPen(QPen(CROSS_BRACING_COLOR.darker(220), 1.5)) - painter.drawLine(p1, p2) - painter.drawLine(p4, p3) + painter.setPen(Qt.NoPen) + painter.setBrush(QBrush(CROSS_BRACING_COLOR)) + painter.drawPolygon(QPolygonF([p1, p2, p3, p4])) + painter.setPen(QPen(CROSS_BRACING_COLOR.darker(220), 1.5)) + painter.drawLine(p1, p2) + painter.drawLine(p4, p3) # Draw railings left_railing_rect = None right_railing_rect = None + # LEFT railing if fp_config in ['left', 'both'] and left_fp_width > 0: railing_x = deck_left_x - left_railing_rect = self.draw_railing_post_fixed(painter, railing_x, fp_top_y, scale, "left") - + railing_base_y = deck_y_at_x( + railing_x + railing_width_px / 2, + deck_bottom_y + ) + left_railing_rect = self.draw_railing_post_fixed( + painter, railing_x, railing_base_y, scale, "left" + ) + + # RIGHT railing if fp_config in ['right', 'both'] and right_fp_width > 0: railing_x = deck_right_x - railing_outer_width_px - right_railing_rect = self.draw_railing_post_fixed(painter, railing_x, fp_top_y, scale, "right") + railing_base_y = deck_y_at_x( + railing_x + railing_width_px / 2, + deck_bottom_y + ) + right_railing_rect = self.draw_railing_post_fixed( + painter, railing_x, railing_base_y, scale, "right" + ) + # LEFT crash barrier base sits on sloped deck + cb_left_y = deck_y_at_x( + left_barrier_x + crash_barrier_width_px / 2, + deck_bottom_y - deck_thick_px + ) - # Add dimensions - self.add_professional_cross_section_dimensions( - painter, deck_left_x, deck_right_x, carriageway_start_x, carriageway_end_x, - left_barrier_x, right_barrier_x, deck_top_y, deck_bottom_y, fp_top_y, - base_y, scale, positions, n, fp_config, left_fp_width, right_fp_width, - left_fp_x, right_fp_x, railing_width_px, girder_depth_visual, - median_present, median_start_x, median_end_x, median_width, - crash_barrier_width_px, left_barrier_end_x, right_barrier_end_x, DIM_OFFSET, DIM_OFFSET_SMALL + # RIGHT crash barrier base sits on sloped deck + cb_right_y = deck_y_at_x( + right_barrier_x + crash_barrier_width_px / 2, + deck_bottom_y - deck_thick_px + ) + + self.draw_crash_barrier( + painter, + left_barrier_x, + cb_left_y, + scale, + side='left' + ) + + self.draw_crash_barrier( + painter, + right_barrier_end_x, + cb_right_y, + scale, + side='right' ) + # Add dimensions + if self.show_dimensions: + self.add_professional_cross_section_dimensions( + painter, deck_left_x, deck_right_x, carriageway_start_x, carriageway_end_x, + left_barrier_x, right_barrier_x, deck_top_y, deck_bottom_y, fp_top_y, + base_y, scale, positions, n, fp_config, left_fp_width, right_fp_width, + left_fp_x, right_fp_x, railing_width_px, girder_depth_visual, + median_present, median_start_x, median_end_x, median_width, + crash_barrier_width_px, left_barrier_end_x, right_barrier_end_x, + DIM_OFFSET, DIM_OFFSET_SMALL + ) # Add hover labels self.add_cross_section_hover_labels( @@ -1322,7 +1637,7 @@ def draw_railing_post_fixed(self, painter, x, y, scale, side): inner_height = post_h - inner_top_margin - inner_bottom_margin if inner_w > 3 and inner_height > 5: - painter.setBrush(QBrush(QColor(255, 255, 255))) + painter.setBrush(QBrush(QColor(220, 220, 220))) painter.setPen(QPen(QColor(120, 120, 120), max(1, scale))) inner_rect = QRectF(inner_x, post_top_y + inner_top_margin, inner_w, inner_height) @@ -1340,14 +1655,14 @@ def draw_railing_post_fixed(self, painter, x, y, scale, side): rail_rect = QRectF(inner_x + 2, rail_y, inner_w - 4, rail_height) painter.drawRect(rail_rect) - painter.setPen(QPen(QColor(150, 150, 150), 1, Qt.DashLine)) - painter.setBrush(Qt.NoBrush) - outline_margin = 2 - outline_rect = QRectF(rect_x - outline_margin, - post_top_y - outline_margin, - outer_w + 2 * outline_margin, - total_h + 2 * outline_margin) - painter.drawRoundedRect(outline_rect, corner_radius + 2, corner_radius + 2) + #painter.setPen(QPen(QColor(150, 150, 150), 1, Qt.DashLine)) + #painter.setBrush(Qt.NoBrush) + #outline_margin = 2 + #outline_rect = QRectF(rect_x - outline_margin, + #post_top_y - outline_margin, + #outer_w + 2 * outline_margin, + #total_h + 2 * outline_margin) + #painter.drawRoundedRect(outline_rect, corner_radius + 2, corner_radius + 2) # Return bounding box with actual outer width return (rect_x, post_top_y, rect_x + outer_w, y, outer_w) @@ -1659,13 +1974,25 @@ def add_cross_section_hover_labels(self, painter, carriageway_start_x, carriagew railing_top_y = right_railing_rect[1] components.append((railing_rect, "Railing", railing_center_x, railing_top_y, 'on_figure_top', None)) - # Median barriers - straight line same level as deck + # Median barriers - text on top of figure (like railing) if median_present and median_start_x is not None: - median_rect = QRectF(median_start_x, deck_top_y - cb_height, - median_end_x - median_start_x, cb_height) + median_rect = QRectF( + median_start_x, + deck_top_y - cb_height, + median_end_x - median_start_x, + cb_height + ) median_center_x = (median_start_x + median_end_x) / 2 - components.append((median_rect, "Median", - median_center_x, deck_bottom_y, 'straight_line', None)) + median_top_y = deck_top_y - cb_height + + components.append(( + median_rect, + "Median", + median_center_x, + median_top_y, + 'on_figure_top', # SAME AS RAILING + None + )) # Girders with stiffeners - pointer 50 below for i, girder_x in enumerate(positions): @@ -1890,24 +2217,43 @@ def draw_stiffeners(self, painter, x, base_y, scale, stiffener_color): """Draw vertical stiffeners with chamfered inner corners""" visual = self.girder_visual_scale - stiff_w = self.stiffener['width'] * scale * visual['flange_width'] - stiff_h = self.stiffener['height'] * scale * visual['depth'] * 0.976 + '''stiff_w = ( + (min(self.girder['top_flange_width'], self.girder['bottom_flange_width']) + - self.girder['web_thickness']) / 2 + ) * scale * visual['web_thickness'] ''' + stiff_w = self.stiffener['width'] * scale + + stiff_h = ( + self.girder['depth'] + - self.girder['top_flange_thickness'] + - self.girder['bottom_flange_thickness'] + ) * scale * visual['depth'] tw = self.girder['web_thickness'] * scale * visual['web_thickness'] - # Flange thickness (top) + # Flange thickness (top) — MUST match depth scaling if 'top_flange_thickness' in self.girder: - flange_thick = self.girder['top_flange_thickness'] * scale * visual['flange_thickness'] + flange_thick = self.girder['top_flange_thickness'] * scale * visual['depth'] else: - flange_thick = self.girder['flange_thickness'] * scale * visual['flange_thickness'] + flange_thick = self.girder['flange_thickness'] * scale * visual['depth'] girder_depth_visual = self.girder['depth'] * scale * visual['depth'] painter.setBrush(QBrush(stiffener_color)) painter.setPen(QPen(QColor(0, 0, 0), 1)) - stiff_top_y = base_y - girder_depth_visual + flange_thick - stiff_bottom_y = stiff_top_y + stiff_h + # --- vertical limits of stiffener --- + + stiff_top_y = ( + base_y + - girder_depth_visual + + self.girder['top_flange_thickness'] * scale * visual['flange_thickness'] + ) + + stiff_bottom_y = ( + base_y + - self.girder['bottom_flange_thickness'] * scale * visual['flange_thickness'] + ) # Chamfer size (small & proportional) chamfer = min(stiff_w, flange_thick) * 1.3 @@ -1943,79 +2289,125 @@ def draw_stiffeners(self, painter, x, base_y, scale, stiffener_color): painter.drawPolygon(right_stiffener) def draw_crash_barrier(self, painter, x, y, scale, side='left'): - """Draw RCC crash barrier matching the exact irc diamentions.""" - - # DIMENSIONS (in mm) - TOTAL_HEIGHT = 900.0 - TOP_WIDTH = 175.0 - BOTTOM_WIDTH = 350.0 - BASE_VERTICAL = 100.0 - - # Scale everything - h = TOTAL_HEIGHT * scale - top_w = TOP_WIDTH * scale - bottom_w = BOTTOM_WIDTH * scale - base_v = BASE_VERTICAL * scale - - # Key Y positions (from deck going up, so negative) - y_bottom = y - y_base_top = y - base_v - y_mid = y - (1000 - 650) * scale - y_top = y - h - - # Offsets - right_at_mid = (400 - 150) * scale # 250 * scale - left_at_top = (200 - 150) * scale # 50 * scale - right_at_top = (375 - 150) * scale # 225 * scale - - # Check if crash barrier is hovered (more visible brightness) - barrier_hovered = (self.hovered_element == 'crash_barrier') - if barrier_hovered: - barrier_color = QColor(255, 250, 220) # Strong glow effect - else: - barrier_color = QColor(126,126,126) - - if side == 'left': - # Left barrier: x is the LEFT edge (where barrier starts) - # Barrier extends to the RIGHT from x - - p0 = QPointF(x, y_bottom) # bottom-left - p1 = QPointF(x + bottom_w, y_bottom) # bottom-right - p2 = QPointF(x + bottom_w, y_base_top) # right after base - p3 = QPointF(x + right_at_mid, y_mid) # right at middle - p4 = QPointF(x + right_at_top, y_top) # top-right - p5 = QPointF(x + left_at_top, y_top) # top-left - p6 = QPointF(x, y_base_top) # left after base - - points = [p0, p1, p2, p3, p4, p5, p6] - - # Register hover zone for left crash barrier - hover_rect = QRectF(x, y_top, bottom_w, h) - self.cross_section_hover_zones.append((hover_rect, 'crash_barrier')) - - else: # right side - # Right barrier: x is the RIGHT edge (where barrier ends) - # Barrier extends to the LEFT from x - # The shape is mirrored so front (sloped side) faces left toward carriageway - - x_right = x # Right edge of barrier - x_left = x - bottom_w # Left edge of barrier at bottom - - p0 = QPointF(x_left, y_bottom) # bottom-left - p1 = QPointF(x_right, y_bottom) # bottom-right - p2 = QPointF(x_right, y_base_top) # right after base - p3 = QPointF(x_right - left_at_top, y_top) # top-right (mirrored) - p4 = QPointF(x_right - right_at_top, y_top) # top-left (mirrored) - p5 = QPointF(x_right - right_at_mid, y_mid) # left at middle (mirrored) - p6 = QPointF(x_left, y_base_top) # left after base - - points = [p0, p1, p2, p3, p4, p5, p6] + + cb_type = self.crash_barrier_type + cb = CRASH_BARRIER_TYPES.get(cb_type) + + if not cb: + return + + + # ================= RCC CRASH BARRIER ================= + if cb["type"] == "rcc": + TOTAL_HEIGHT = cb["total_height"] + TOP_WIDTH = cb["top_width"] + BOTTOM_WIDTH = cb["bottom_width"] + BASE_VERTICAL = cb["base_vertical"] + MID_OFFSET = cb["mid_offset"] + + h = TOTAL_HEIGHT * scale + bottom_w = self.params['crash_barrier_width'] * scale + base_v = BASE_VERTICAL * scale - # Register hover zone for right crash barrier - hover_rect = QRectF(x_left, y_top, bottom_w, h) + # ----- slope-aware base correction ----- + half_w = bottom_w / 2 + + if side == 'left': + x_left = x + x_right = x + bottom_w + center_x = x + half_w + else: + x_right = x + x_left = x - bottom_w + center_x = x - half_w + + # deck slope correction + slope = 0.025 # MUST match DECK_SLOPE used elsewhere + + y_left = y + y_right = y + y_base_top_left = y_left - base_v + y_base_top_right = y_right - base_v + + y_mid_left = y_left - MID_OFFSET * scale + y_mid_right = y_right - MID_OFFSET * scale + + y_top_left = y_left - h + y_top_right = y_right - h + # top Y for hover rect (safe) + y_top_min = min(y_top_left, y_top_right) + right_at_mid = 250 * scale + left_at_top = 50 * scale + right_at_top = 225 * scale + + barrier_color = QColor(126, 126, 126) + + if self.hovered_element == 'crash_barrier': + barrier_color = QColor(255, 250, 220) + + if side == 'left': + points = [ + QPointF(x_left, y_left), + QPointF(x_right, y_right), + QPointF(x_right, y_base_top_right), + QPointF(x_right + right_at_mid - bottom_w, y_mid_right), + QPointF(x + right_at_top, y_top_right), + QPointF(x + left_at_top, y_top_left), + QPointF(x_left, y_base_top_left), + ] + hover_rect = QRectF(x_left, y_top_min, bottom_w, h) + else: + points = [ + QPointF(x_left, y_left), + QPointF(x_right, y_right), + QPointF(x_right, y_base_top_right), + QPointF(x_right - left_at_top, y_top_right), + QPointF(x_right - right_at_top, y_top_right), + QPointF(x_right - right_at_mid, y_mid_right), + QPointF(x_left, y_base_top_left), + ] + hover_rect = QRectF(x_left, y_top_min, bottom_w, h) + self.cross_section_hover_zones.append((hover_rect, 'crash_barrier')) - - # Draw the barrier + painter.setBrush(QBrush(barrier_color)) + painter.setPen(QPen(QColor(0, 0, 0), max(1.5, scale * 1.5))) + painter.drawPolygon(QPolygonF(points)) + return + + # ================= METALLIC W-BEAM ================= + # Simple, visible, correct representation (posts + beams) + + post_h = 750 * scale + kerb_h = 150 * scale + beam_spacing = 200 * scale + beam_thickness = 20 * scale + width = 350 * scale + + barrier_color = QColor(0, 120, 255) if "Single" in cb_type else QColor(255, 120, 0) + + if self.hovered_element == 'crash_barrier': + barrier_color = QColor(255, 250, 220) + + if side == 'left': + base_x = x + else: + base_x = x - width + + # Kerb + painter.setBrush(QBrush(QColor(180, 180, 180))) + painter.setPen(QPen(Qt.black, 1.2)) + painter.drawRect(QRectF(base_x, y - kerb_h, width, kerb_h)) + + # Posts + post_x = base_x + width / 2 painter.setBrush(QBrush(barrier_color)) - painter.setPen(QPen(QColor(0, 0, 0), max(1.5, scale * 1.5))) - painter.drawPolygon(QPolygonF(points)) \ No newline at end of file + painter.drawRect(QRectF(post_x - 10 * scale, y - kerb_h - post_h, 20 * scale, post_h)) + + # W-beams + beams = 1 if "Single" in cb_type else 2 + for i in range(beams): + beam_y = y - kerb_h - 200 * scale - i * beam_spacing + painter.drawRect(QRectF(base_x + 20 * scale, beam_y, width - 40 * scale, beam_thickness)) + + hover_rect = QRectF(base_x, y - kerb_h - post_h, width, post_h + kerb_h) + self.cross_section_hover_zones.append((hover_rect, 'crash_barrier')) \ No newline at end of file diff --git a/src/osdagbridge/desktop/ui/docks/cad_dual_view.py b/src/osdagbridge/desktop/ui/docks/cad_dual_view.py index 2994a8a70..1751b3d9e 100644 --- a/src/osdagbridge/desktop/ui/docks/cad_dual_view.py +++ b/src/osdagbridge/desktop/ui/docks/cad_dual_view.py @@ -8,6 +8,11 @@ from PySide6.QtCore import Qt, QPropertyAnimation, QEasingCurve from .cad_cross_section import CrossSectionCADWidget from .cad_top_view import TopViewCADWidget +from osdagbridge.desktop.cad.irc5_geometry import ( + CrashBarrierGeometry, + MedianGeometry, + RailingGeometry, +) class BridgeDualCADWidget(QWidget): """Split view widget showing both cross-section and top view with individual controls""" @@ -151,7 +156,7 @@ def update_from_osdag_inputs(self, input_dict): KEY_SPAN, KEY_CARRIAGEWAY_WIDTH, KEY_SKEW_ANGLE, KEY_FOOTPATH, KEY_NO_OF_GIRDERS, KEY_GIRDER_SPACING, KEY_DECK_OVERHANG, KEY_DECK_THICKNESS, KEY_FOOTPATH_WIDTH, KEY_FOOTPATH_THICKNESS, - KEY_CROSS_BRACING_SPACING, KEY_INCLUDE_MEDIAN + KEY_CROSS_BRACING_SPACING, KEY_INCLUDE_MEDIAN, KEY_WEARING_COAT_THICKNESS, KEY_WEARING_COAT_DENSITY, KEY_WEARING_COAT_MATERIAL, ) params = {} @@ -191,6 +196,61 @@ def update_from_osdag_inputs(self, input_dict): # Map footpath thickness (mm) if KEY_FOOTPATH_THICKNESS in input_dict: params['footpath_thickness'] = float(input_dict[KEY_FOOTPATH_THICKNESS]) + + if "crash_barrier_type" in input_dict: + params['crash_barrier_type'] = input_dict["crash_barrier_type"] + + if "crash_barrier_height" in input_dict: + params['crash_barrier_height'] = float(input_dict["crash_barrier_height"]) * 1000 + + if "crash_barrier_width" in input_dict: + params['crash_barrier_width'] = float(input_dict["crash_barrier_width"]) * 1000 + + if "railing_type" in input_dict: + railing_type = input_dict["railing_type"] + geom = RailingGeometry.get_geometry(railing_type) + + params["railing_type"] = railing_type + + if geom: + if "height" in geom: + params["railing_height"] = geom["height"] + + if "width" in geom: + params["railing_width"] = geom["width"] + + + if "median_type" in input_dict: + median_type = input_dict["median_type"] + geom = MedianGeometry.get_geometry(median_type) + + params["median_type"] = median_type + + if geom: + if "median_width" in geom: + params["median_width"] = geom["median_width"] + + if "barrier_height" in geom: + params["median_height"] = geom["barrier_height"] + elif "kerb_height" in geom: + params["median_height"] = geom["kerb_height"] + + # ---- Wearing Coat ---- + if KEY_WEARING_COAT_THICKNESS in input_dict: + params[KEY_WEARING_COAT_THICKNESS] = float( + input_dict[KEY_WEARING_COAT_THICKNESS] + ) + + if KEY_WEARING_COAT_DENSITY in input_dict: + params[KEY_WEARING_COAT_DENSITY] = float( + input_dict[KEY_WEARING_COAT_DENSITY] + ) + + if KEY_WEARING_COAT_MATERIAL in input_dict: + params[KEY_WEARING_COAT_MATERIAL] = input_dict[ + KEY_WEARING_COAT_MATERIAL + ] + # Map footpath configuration if KEY_FOOTPATH in input_dict: diff --git a/src/osdagbridge/desktop/ui/docks/cad_top_view.py b/src/osdagbridge/desktop/ui/docks/cad_top_view.py index 4fce0fc3d..cb96f30be 100644 --- a/src/osdagbridge/desktop/ui/docks/cad_top_view.py +++ b/src/osdagbridge/desktop/ui/docks/cad_top_view.py @@ -10,12 +10,27 @@ from PySide6.QtGui import QPainter, QPen, QColor, QFont, QBrush, QPolygonF from .cad_cross_section import CrossSectionCADWidget +# ---- CAD Grey Palette ---- +CAD_DARK_GREY = QColor(90, 90, 90) +CAD_MEDIUM_GREY = QColor(130, 130, 130) +CAD_LIGHT_GREY = QColor(180, 180, 180) +CAD_HOVER_GREY = QColor(110, 110, 110) +GIRDER_HIGHLIGHT = CAD_HOVER_GREY +CROSS_BRACING_HIGHLIGHT = CAD_HOVER_GREY +END_DIAPHRAGM_HIGHLIGHT = CAD_HOVER_GREY +BEARING_HIGHLIGHT = CAD_HOVER_GREY +# ---- Dimension text spacing (CAD standard) ---- +DIM_TEXT_GAP = 15 # distance from dimension line to text +DIM_STACK_GAP = 15 # vertical gap between stacked dimensions +LEADER_TEXT_OFFSET = 25 # leader label distance + class TopViewCADWidget(QWidget): """Widget for drawing bridge top view""" def __init__(self, parent=None): super().__init__(parent) + self.show_dimensions = False self.setMouseTracking(True) # enable mouse tracking for hover # top view hover tracking @@ -327,6 +342,11 @@ def eventFilter(self, obj, event): def update_params(self, params): self.params.update(params) + + # Show dimensions once user provides inputs + if params: + self.show_dimensions = True + self.update() def mouseMoveEvent(self, event): @@ -747,10 +767,10 @@ def draw_top_view(self, painter): # Highlight colors - GIRDER_HIGHLIGHT = QColor(80, 140, 220) - CROSS_BRACING_HIGHLIGHT = QColor(255, 180, 90) - END_DIAPHRAGM_HIGHLIGHT = QColor(180, 120, 80) - BEARING_HIGHLIGHT = QColor(255, 80, 80) + GIRDER_HIGHLIGHT = CAD_HOVER_GREY + CROSS_BRACING_HIGHLIGHT = CAD_HOVER_GREY + END_DIAPHRAGM_HIGHLIGHT = CAD_HOVER_GREY + BEARING_HIGHLIGHT = CAD_HOVER_GREY # Use base canvas dimensions for consistent drawing regardless of zoom width = 800 * self.zoom_level @@ -913,7 +933,7 @@ def draw_top_view(self, painter): )) # Draw center line of bearings - bearing_color = BEARING_HIGHLIGHT if bearing_hovered else QColor(255, 0, 0) + bearing_color = BEARING_HIGHLIGHT if bearing_hovered else CAD_DARK_GREY bearing_width = 2.5 if bearing_hovered else 1.5 pen = QPen(bearing_color, bearing_width, Qt.CustomDashLine) @@ -981,12 +1001,13 @@ def draw_top_view(self, painter): skew_rad, scale, left_bearing_base_x) # Add dimensions (always visible) and hover labels (only on hover) - self.add_clean_top_view_dimensions( - painter, girder_lines, girder_positions_y, scale, n, bracing_positions_x, - skew_rad, start_x_base, end_x_base, left_bearing_base_x, right_bearing_base_x, - top_extent, bottom_extent, left_top_x, right_top_x, - GIRDER_COLOR, CROSS_BRACING_COLOR, END_DIAPHRAGM_COLOR - ) + if self.show_dimensions: + self.add_clean_top_view_dimensions( + painter, girder_lines, girder_positions_y, scale, n, bracing_positions_x, + skew_rad, start_x_base, end_x_base, left_bearing_base_x, right_bearing_base_x, + top_extent, bottom_extent, left_top_x, right_top_x, + GIRDER_COLOR, CROSS_BRACING_COLOR, END_DIAPHRAGM_COLOR + ) # Notes removed for cleaner layout in split view @@ -1117,7 +1138,8 @@ def add_clean_top_view_dimensions(self, painter, girder_lines, girder_positions_ y_offset_last = last_girder_y - girder_positions_y[0] x_offset_last = y_offset_last * math.tan(skew_rad) - dim_y_base = last_girder_y + 50 + #dim_y_base = last_girder_y + 50 + dim_y_base = last_girder_y + 28 # SPAN LENGTH dimension (always visible) dim_y1 = dim_y_base @@ -1132,7 +1154,8 @@ def add_clean_top_view_dimensions(self, painter, girder_lines, girder_positions_ # BRACING SPACING dimension (always visible) if self.params['cross_bracing_spacing'] > 0 and len(bracing_positions) > 1: - dim_y2 = dim_y_base + 15 + #dim_y2 = dim_y_base + 15 + dim_y2 = dim_y_base + DIM_STACK_GAP cb_spacing_m = self.params['cross_bracing_spacing'] / 1000 x1_brace = bracing_positions[0] + x_offset_last @@ -1163,8 +1186,9 @@ def add_clean_top_view_dimensions(self, painter, girder_lines, girder_positions_ ) # Girder Spacing label + value (3 lines) - label_x = max(x1_at_end, x2_at_end) + 25 - label_y = (y1 + y2) / 2 + label_x = max(x1_at_end, x2_at_end) + 12 + LABEL_OFFSET = 14 # tweak 10–18 if needed + label_y = (y1 + y2) / 2 + LABEL_OFFSET label_text = f"Girder\nSpacing\n= {gs_m:.2f} m" @@ -1172,22 +1196,22 @@ def add_clean_top_view_dimensions(self, painter, girder_lines, girder_positions_ painter, label_x, label_y, label_text, QColor(255, 255, 255, 250), - QColor(0, 100, 0), 9, True + CAD_DARK_GREY, 9, True ) # CL OF BEARING labels - ALWAYS VISIBLE (moved outside hover condition) - label_y_bearing = top_extent - 15 + label_y_bearing = top_extent - 8 - left_label_x = left_top_x - 80 + left_label_x = left_top_x - 45 right_label_x = right_top_x - 45 self.draw_text_with_background(painter, left_label_x, label_y_bearing, "CL of Bearing", QColor(255, 255, 255, 250), - QColor(200, 0, 0), 9, True) + CAD_DARK_GREY, 9, True) self.draw_text_with_background(painter, right_label_x, label_y_bearing, "CL of Bearing", QColor(255, 255, 255, 250), - QColor(200, 0, 0), 9, True) + CAD_DARK_GREY, 9, True) # HOVER LABELS (only shown when hovered) @@ -1198,10 +1222,12 @@ def add_clean_top_view_dimensions(self, painter, girder_lines, girder_positions_ target_y = first_girder['y'] label_x = target_x - label_y = target_y - 30 + + label_y = target_y - LEADER_TEXT_OFFSET + label_offset = LEADER_TEXT_OFFSET self.draw_clean_leader_line(painter, target_x, target_y, label_x, label_y, - "Girder", girder_color, QColor(0, 100, 0)) + "Girder", CAD_DARK_GREY, CAD_DARK_GREY) # 2. CROSS BRACING label - show only when cross bracing is hovered if n > 1 and len(bracing_positions) > 0 and self.hovered_top_view_element == 'cross_bracing': @@ -1224,7 +1250,7 @@ def add_clean_top_view_dimensions(self, painter, girder_lines, girder_positions_ label_y = target_y - label_offset self.draw_clean_leader_line(painter, target_x, target_y, label_x, label_y, - "Cross Bracing", cross_bracing_color, QColor(200, 100, 0)) + "Cross Bracing", CAD_DARK_GREY, CAD_DARK_GREY) # 3. END DIAPHRAGM label - show only when end diaphragm is hovered if n > 1 and len(girder_positions_y) >= 2 and self.hovered_top_view_element == 'end_diaphragm': @@ -1244,7 +1270,7 @@ def add_clean_top_view_dimensions(self, painter, girder_lines, girder_positions_ label_y = target_y + 5 self.draw_clean_leader_line(painter, target_x, target_y, label_x, label_y, - "End Diaphragm", end_diaphragm_color, QColor(139, 69, 19)) + "End Diaphragm", CAD_DARK_GREY, QColor(139, 69, 19)) def draw_dimension_arrow_with_extensions_up(self, painter, x1, y1, x2, y2, text, girder_y): """Dimension line with arrows and extension lines going UP to girder level (dimension below)""" @@ -1290,7 +1316,7 @@ def draw_dimension_arrow_with_extensions_up(self, painter, x1, y1, x2, y2, text, # Draw text BELOW the dimension line (above in terms of value since we add to y) text_x = (x1 + x2) / 2 - text_y = y1 + 15 # Below the dimension line + text_y = y1 + DIM_TEXT_GAP # Below the dimension line font = QFont('Arial', 9, QFont.Bold) painter.setFont(font) @@ -1366,8 +1392,8 @@ def draw_skewed_dimension_arrow(self, painter, x1, y1, x2, y2, text, skew_rad): mid_x = (x1 + x2) / 2 mid_y = (y1 + y2) / 2 - text_x = mid_x + 8 - text_y = mid_y + 4 + text_x = mid_x + DIM_TEXT_GAP + text_y = mid_y self.draw_text_with_background(painter, text_x, text_y, text, QColor(255, 255, 255, 240), QColor(0, 0, 0), 9, True) diff --git a/src/osdagbridge/desktop/ui/template_page.py b/src/osdagbridge/desktop/ui/template_page.py index 75ea6a886..c127d37e2 100644 --- a/src/osdagbridge/desktop/ui/template_page.py +++ b/src/osdagbridge/desktop/ui/template_page.py @@ -32,17 +32,59 @@ def __init__(self, title: str, backend: object, parent=None): margin: 0px; padding: 0px; } - QMenuBar { - background-color: #F4F4F4; - color: #000000; - padding: 0px; + + /* ===== SLIM SCROLLBARS (GLOBAL) ===== */ + + QScrollBar:vertical { + width: 8px; + background: transparent; + margin: 0px; + } + + QScrollBar::handle:vertical { + background: #B0B0B0; + min-height: 30px; + border-radius: 4px; + } + + QScrollBar::handle:vertical:hover { + background: #8A8A8A; + } + + QScrollBar::add-line:vertical, + QScrollBar::sub-line:vertical { + height: 0px; + } + + QScrollBar::add-page:vertical, + QScrollBar::sub-page:vertical { + background: transparent; } - QMenuBar::item { - padding: 5px 10px; + + QScrollBar:horizontal { + height: 8px; background: transparent; + margin: 0px; + } + + QScrollBar::handle:horizontal { + background: #B0B0B0; + min-width: 30px; + border-radius: 4px; } - QMenuBar::item:selected { - background: #FFFFFF; + + QScrollBar::handle:horizontal:hover { + background: #8A8A8A; + } + + QScrollBar::add-line:horizontal, + QScrollBar::sub-line:horizontal { + width: 0px; + } + + QScrollBar::add-page:horizontal, + QScrollBar::sub-page:horizontal { + background: transparent; } """ ) From 740b317e5121bb648a9b747b7dc24e7033d7691e Mon Sep 17 00:00:00 2001 From: Yugh Juneja Date: Thu, 26 Feb 2026 22:26:47 +0530 Subject: [PATCH 086/225] Reverted Changes for Wearing Course and Slope --- .../desktop/ui/docks/cad_cross_section.py | 500 ++++++------------ 1 file changed, 150 insertions(+), 350 deletions(-) diff --git a/src/osdagbridge/desktop/ui/docks/cad_cross_section.py b/src/osdagbridge/desktop/ui/docks/cad_cross_section.py index cf5aee493..8cc350635 100644 --- a/src/osdagbridge/desktop/ui/docks/cad_cross_section.py +++ b/src/osdagbridge/desktop/ui/docks/cad_cross_section.py @@ -417,9 +417,10 @@ def resizeEvent(self, event): self._position_zoom_buttons() def update_params(self, params: dict): + + self.params.update(params) self.show_dimensions = True - if "crash_barrier_geometry" in params: self.crash_barrier_params = params["crash_barrier_geometry"] @@ -429,23 +430,6 @@ def update_params(self, params: dict): if "median_type" in params: self.median_type = params["median_type"] - # ---- Wearing Course ---- - if KEY_WEARING_COAT_THICKNESS in params: - self.params["wearing_coat_thickness"] = params[KEY_WEARING_COAT_THICKNESS] - - if KEY_WEARING_COAT_MATERIAL in params: - self.params["wearing_coat_material"] = params[KEY_WEARING_COAT_MATERIAL] - - if KEY_WEARING_COAT_DENSITY in params: - self.params["wearing_coat_density"] = params[KEY_WEARING_COAT_DENSITY] - - - self.params.update(params) - - - print("WEARING:", self.params.get("wearing_coat_thickness")) - - # ---- Trigger redraw ---- self.update() def mouseMoveEvent(self, event): @@ -959,11 +943,9 @@ def draw_cross_section(self, painter): RAILING_GREY = QColor(221, 221, 221) MEDIAN_GREY = QColor(221, 221, 221) CONCRETE_COLOR = QColor(225, 225, 225) - WEARING_COAT_COLOR = QColor(200, 200, 200) # slightly darker than deck base_width = 800 base_height = 400 - width = base_width * self.zoom_level height = base_height * self.zoom_level @@ -976,38 +958,24 @@ def draw_cross_section(self, painter): # Reduced margins for better space utilization margin = 80 - scale = min( - (width - 2*margin) / total_deck_width, - (height - 2*margin - 80) / ( - self.girder['depth'] * self.girder_visual_scale['depth'] + - self.params['deck_thickness'] + - self.params['footpath_thickness'] + - self.params.get("wearing_coat_thickness", 0) + - 1500 - ) - ) + scale = min((width - 2*margin) / total_deck_width, + (height - 2*margin - 80) / (self.girder['depth'] * self.girder_visual_scale['depth'] + + self.params['deck_thickness'] + + self.params['footpath_thickness'] + 1500)) # Apply scale factor for size adjustment (zoom_level already applied to width/height) scale = scale * self.scale_factor - # ================= WEARING COAT THICKNESS ================= - wearing_coat_px = 0.0 - if "wearing_coat_thickness" in self.params: - wearing_coat_px = float(self.params["wearing_coat_thickness"]) * scale - DIM_OFFSET = 510 * scale DIM_OFFSET_SMALL = 588 * scale center_x = self.width() / 2 # Position bridge in the center vertically - total_bridge_height = ( - self.girder['depth'] * scale * self.girder_visual_scale['depth'] + - self.params['deck_thickness'] * scale + - self.params['footpath_thickness'] * scale + - wearing_coat_px + - self.crash_barrier['height'] * scale + - self.railing['height'] * scale - ) + total_bridge_height = (self.girder['depth'] * scale * self.girder_visual_scale['depth'] + + self.params['deck_thickness'] * scale + + self.params['footpath_thickness'] * scale + + self.crash_barrier['height'] * scale + + self.railing['height'] * scale) # Ensure proper positioning - use margin from top instead of centering for small heights top_margin = 20 @@ -1020,34 +988,22 @@ def draw_cross_section(self, painter): girder_top_y = base_y - girder_depth_visual deck_thick_px = self.params['deck_thickness'] * scale fp_thick_px = self.params['footpath_thickness'] * scale - deck_start_x = center_x - (total_deck_width * scale) / 2 - deck_left_x = deck_start_x - deck_right_x = deck_start_x + total_deck_width * scale - - # ================= DECK SLOPE ================= - DECK_SLOPE = 0.025 # 2.5% cross slope (IRC) - deck_center_x = (deck_left_x + deck_right_x) / 2 - - def deck_y_at_x(x, base_y): - dx = x - deck_center_x - return base_y + dx * DECK_SLOPE - deck_bottom_y = girder_top_y - def slope_offset_at_x(x): - """Vertical shift due to deck slope at x""" - return deck_y_at_x(x, deck_bottom_y) - deck_bottom_y - deck_thick_px = self.params['deck_thickness'] * scale + deck_top_y = deck_bottom_y - deck_thick_px + + '''# ===== WEARING COURSE ===== + wc_thickness_mm = self.params.get(KEY_WEARING_COAT_THICKNESS, 0) + wc_thickness_px = wc_thickness_mm * scale + + wc_bottom_y = deck_top_y + wc_top_y = wc_bottom_y - wc_thickness_px''' + fp_bottom_y = deck_bottom_y fp_top_y = fp_bottom_y - fp_thick_px - deck_top_y_left = deck_y_at_x(deck_left_x, deck_bottom_y - deck_thick_px) - deck_top_y_right = deck_y_at_x(deck_right_x, deck_bottom_y - deck_thick_px) - - deck_top_y_left -= wearing_coat_px - deck_top_y_right -= wearing_coat_px - - # use a single representative value - deck_top_y = (deck_top_y_left + deck_top_y_right) / 2 + deck_start_x = center_x - (total_deck_width * scale) / 2 + deck_left_x = deck_start_x + deck_right_x = deck_start_x + total_deck_width * scale # Calculate all widths in pixels crash_barrier_width_px = self.params['crash_barrier_width'] * scale @@ -1123,91 +1079,23 @@ def slope_offset_at_x(x): deck_hovered = (self.hovered_element == 'deck') deck_color = QColor(240, 240, 240) if deck_hovered else CONCRETE_COLOR - #painter.setPen(QPen(QColor(0, 0, 0), 2)) - #painter.setBrush(Qt.NoBrush) - #painter.drawRect(QRectF(deck_slab_left, deck_top_y, - #deck_slab_right - deck_slab_left, deck_thick_px)) - - # ================= WEARING COAT LAYER ================= - if KEY_WEARING_COAT_THICKNESS in self.params: - wc_thickness_mm = self.params[KEY_WEARING_COAT_THICKNESS] - - if wc_thickness_mm > 0: - wc_px = wc_thickness_mm * scale - - # Wearing coat follows deck slope - wc_top_left_y = deck_top_y_left - wc_top_right_y = deck_top_y_right - - wc_bottom_left_y = wc_top_left_y + wc_px - wc_bottom_right_y = wc_top_right_y + wc_px - - wearing_coat_poly = QPolygonF([ - QPointF(deck_slab_left, wc_top_left_y), - QPointF(deck_slab_right, wc_top_right_y), - QPointF(deck_slab_right, wc_bottom_right_y), - QPointF(deck_slab_left, wc_bottom_left_y), - ]) - - painter.setBrush(QBrush(WEARING_COAT_COLOR)) - painter.setPen(QPen(QColor(0, 0, 0), 1.0)) - painter.drawPolygon(wearing_coat_poly) - - # Hover zone (optional but recommended) - self.cross_section_hover_zones.append( - (wearing_coat_poly.boundingRect(), 'wearing_coat') - ) + painter.setPen(QPen(QColor(0, 0, 0), 2)) + painter.setBrush(Qt.NoBrush) + painter.drawRect(QRectF(deck_slab_left, deck_top_y, + deck_slab_right - deck_slab_left, deck_thick_px)) # ---- DRAW FULL DECK SLAB (ONCE) ---- painter.setBrush(self.concrete_brush) painter.setPen(Qt.NoPen) - deck_polygon = QPolygonF([ - QPointF(deck_slab_left, deck_top_y_left), # top-left - QPointF(deck_slab_right, deck_top_y_right), # top-right - QPointF(deck_slab_right, deck_top_y_right + deck_thick_px),# bottom-right - QPointF(deck_slab_left, deck_top_y_left + deck_thick_px) # bottom-left - ]) + painter.drawRect(QRectF( + deck_slab_left, + deck_top_y, + deck_slab_right - deck_slab_left, + deck_thick_px + )) - painter.setBrush(self.concrete_brush) - painter.setPen(QPen(QColor(0, 0, 0), 2)) - painter.drawPolygon(deck_polygon) - - # ---- OUTLINE DECK TOP EDGES OUTSIDE CARRIAGEWAY (CONSISTENCY FIX) ---- - painter.setPen(QPen(QColor(0, 0, 0), 2)) - painter.setBrush(Qt.NoBrush) - - # LEFT side: between railing and crash barrier - if fp_config in ['left', 'both'] and left_fp_width > 0: - painter.drawLine( - QPointF(deck_left_x, deck_y_at_x(deck_left_x, deck_bottom_y - deck_thick_px)), - QPointF(deck_slab_left, deck_y_at_x(deck_slab_left, deck_bottom_y - deck_thick_px)) - ) - - # RIGHT side: between crash barrier and railing - if fp_config in ['right', 'both'] and right_fp_width > 0: - painter.drawLine( - QPointF(deck_slab_right, deck_y_at_x(deck_slab_right, deck_bottom_y - deck_thick_px)), - QPointF(deck_right_x, deck_y_at_x(deck_right_x, deck_bottom_y - deck_thick_px)) - ) - # ---- OUTLINE DECK BOTTOM EDGES UNDER FOOTPATHS (CONSISTENCY FIX) ---- - painter.setPen(QPen(QColor(0, 0, 0), 1.5)) - painter.setBrush(Qt.NoBrush) - - # LEFT bottom edge (under left footpath) - if fp_config in ['left', 'both'] and left_fp_width > 0: - painter.drawLine( - QPointF(deck_left_x, deck_y_at_x(deck_left_x, deck_bottom_y)), - QPointF(deck_slab_left, deck_y_at_x(deck_slab_left, deck_bottom_y)) - ) - - # RIGHT bottom edge (under right footpath) - if fp_config in ['right', 'both'] and right_fp_width > 0: - painter.drawLine( - QPointF(deck_slab_right, deck_y_at_x(deck_slab_right, deck_bottom_y)), - QPointF(deck_right_x, deck_y_at_x(deck_right_x, deck_bottom_y)) - ) - '''if median_present: + if median_present: painter.setPen(QPen(QColor(0, 0, 0), 2)) painter.setBrush(Qt.NoBrush) painter.drawRect(QRectF(deck_slab_left, deck_top_y, @@ -1217,20 +1105,61 @@ def slope_offset_at_x(x): painter.setBrush(self.concrete_brush) painter.setPen(Qt.NoPen) painter.drawRect(QRectF(carriageway_start_x, deck_top_y, - carriageway_end_x - carriageway_start_x, deck_thick_px))''' + carriageway_end_x - carriageway_start_x, deck_thick_px)) + + '''if wc_thickness_px > 0 and not median_present: + painter.setBrush(QBrush(QColor(90, 90, 90))) + painter.setPen(Qt.NoPen) + + painter.drawRect(QRectF( + carriageway_start_x, + wc_top_y, + carriageway_end_x - carriageway_start_x, + wc_thickness_px + )) + + if wc_thickness_px > 0 and median_present: + painter.setBrush(QBrush(QColor(90, 90, 90))) + painter.setPen(Qt.NoPen) + + # Left carriageway wearing course + painter.drawRect(QRectF( + carriageway_start_x, + wc_top_y, + median_start_x - carriageway_start_x, + wc_thickness_px + )) + + # Right carriageway wearing course + painter.drawRect(QRectF( + median_end_x, + wc_top_y, + carriageway_end_x - median_end_x, + wc_thickness_px + )) + + if wc_thickness_px > 0: + wc_hover_rect = QRectF( + carriageway_start_x, + wc_top_y, + carriageway_end_x - carriageway_start_x, + wc_thickness_px + ) + self.cross_section_hover_zones.append((wc_hover_rect, 'wearing_course'))''' # Register hover zone for deck - deck_hover_rect = deck_polygon.boundingRect() + deck_hover_rect = QRectF(deck_slab_left, deck_top_y, + deck_slab_right - deck_slab_left, deck_thick_px) self.cross_section_hover_zones.append((deck_hover_rect, 'deck')) # Crash barrier deck zones painter.setBrush(self.concrete_brush) - '''painter.drawRect(QRectF(left_barrier_x, deck_top_y, + painter.drawRect(QRectF(left_barrier_x, deck_top_y, crash_barrier_width_px, deck_thick_px)) painter.drawRect(QRectF(right_barrier_x, deck_top_y, - crash_barrier_width_px, deck_thick_px))''' + crash_barrier_width_px, deck_thick_px)) # footpath to deck connecting line dashed_pen = QPen(QColor(0, 0, 0), 1.5, Qt.DashLine) @@ -1242,57 +1171,37 @@ def slope_offset_at_x(x): painter.setBrush(self.concrete_brush) painter.setPen(Qt.NoPen) - fp_left_top_y = deck_y_at_x(left_fp_x, deck_bottom_y) - fp_thick_px - fp_right_top_y = deck_y_at_x(left_barrier_x, deck_bottom_y) - fp_thick_px - - left_fp_poly = QPolygonF([ - QPointF(left_fp_x, fp_left_top_y), - QPointF(left_barrier_x, fp_right_top_y), - QPointF(left_barrier_x, fp_right_top_y + fp_thick_px), - QPointF(left_fp_x, fp_left_top_y + fp_thick_px), - ]) - - painter.drawPolygon(left_fp_poly) + painter.drawRect(QRectF(left_fp_x, fp_top_y, + left_fp_width_px, fp_thick_px)) # Draw horizontal edges as solid - #painter.setPen(QPen(QColor(0, 0, 0), 2)) - #painter.setBrush(Qt.NoBrush) + painter.setPen(QPen(QColor(0, 0, 0), 2)) + painter.setBrush(Qt.NoBrush) # Top edge - #painter.drawLine(QPointF(left_fp_x, fp_top_y), - #QPointF(left_fp_x + left_fp_width_px, fp_top_y)) + painter.drawLine(QPointF(left_fp_x, fp_top_y), + QPointF(left_fp_x + left_fp_width_px, fp_top_y)) # Bottom edge - #painter.drawLine(QPointF(left_fp_x, fp_top_y + fp_thick_px), - #QPointF(left_fp_x + left_fp_width_px, fp_top_y + fp_thick_px)) + painter.drawLine(QPointF(left_fp_x, fp_top_y + fp_thick_px), + QPointF(left_fp_x + left_fp_width_px, fp_top_y + fp_thick_px)) # Left edge - #painter.setPen(QPen(QColor(0, 0, 0), 2)) - #painter.drawLine(QPointF(left_fp_x, fp_top_y), - #QPointF(left_fp_x, fp_top_y + fp_thick_px)) + painter.setPen(QPen(QColor(0, 0, 0), 2)) + painter.drawLine(QPointF(left_fp_x, fp_top_y), + QPointF(left_fp_x, fp_top_y + fp_thick_px)) # Right edge - #painter.setPen(dashed_pen) - #painter.drawLine(QPointF(left_fp_x + left_fp_width_px, fp_top_y), - #QPointF(left_fp_x + left_fp_width_px, fp_top_y + fp_thick_px)) + painter.setPen(dashed_pen) + painter.drawLine(QPointF(left_fp_x + left_fp_width_px, fp_top_y), + QPointF(left_fp_x + left_fp_width_px, fp_top_y + fp_thick_px)) if fp_config in ['right', 'both'] and right_fp_width > 0: # Draw footpath fill painter.setBrush(self.concrete_brush) painter.setPen(Qt.NoPen) - fp_right_top_y1 = deck_y_at_x(right_fp_x, deck_bottom_y) - fp_thick_px - fp_right_top_y2 = deck_y_at_x(deck_right_x, deck_bottom_y) - fp_thick_px - - right_fp_poly = QPolygonF([ - QPointF(right_fp_x, fp_right_top_y1), - QPointF(deck_right_x, fp_right_top_y2), - QPointF(deck_right_x, fp_right_top_y2 + fp_thick_px), - QPointF(right_fp_x, fp_right_top_y1 + fp_thick_px), - ]) - - painter.setBrush(self.concrete_brush) - painter.setPen(Qt.NoPen) - painter.drawPolygon(right_fp_poly) + painter.drawRect(QRectF(right_fp_x, fp_top_y, + right_fp_width_px, fp_thick_px)) - '''# Draw horizontal edges as solid + # Draw horizontal edges as solid painter.setPen(QPen(QColor(0, 0, 0), 2)) painter.setBrush(Qt.NoBrush) # Top edge @@ -1310,7 +1219,7 @@ def slope_offset_at_x(x): # Right edge (outer edge where railing sits) - SOLID painter.setPen(QPen(QColor(0, 0, 0), 2)) painter.drawLine(QPointF(right_fp_x + right_fp_width_px, fp_top_y), - QPointF(right_fp_x + right_fp_width_px, fp_top_y + fp_thick_px))''' + QPointF(right_fp_x + right_fp_width_px, fp_top_y + fp_thick_px)) # Draw crash barriers #cb_y = deck_top_y - 1 # Left barrier: x is where it STARTS (left edge) @@ -1318,90 +1227,39 @@ def slope_offset_at_x(x): # Right barrier: x is where it ENDS (right edge) = right_barrier_end_x #self.draw_crash_barrier(painter, right_barrier_end_x, cb_y, scale, side='right') - if median_present and median_start_x is not None and median_end_x is not None: - median_center_x = (median_start_x + median_end_x) / 2 - - median_deck_y = deck_y_at_x( - median_center_x, - deck_bottom_y - deck_thick_px - wearing_coat_px - ) - - self.draw_median_crash_barriers( - painter, - median_start_x, - median_end_x, - median_deck_y, - scale, - MEDIAN_GREY - ) + if median_present: + self.draw_median_crash_barriers(painter, median_start_x, median_end_x, deck_top_y, scale, MEDIAN_GREY) # Draw the main deck bottom line solid (only the deck slab portion) painter.setPen(QPen(QColor(0, 0, 0), 1.5)) - painter.drawLine( - QPointF(deck_slab_left, deck_y_at_x(deck_slab_left, deck_bottom_y)), - QPointF(deck_slab_right, deck_y_at_x(deck_slab_right, deck_bottom_y)) - ) + painter.drawLine(QPointF(deck_slab_left, deck_bottom_y), + QPointF(deck_slab_right, deck_bottom_y)) # Draw dashed lines for footpath area bottom and vertical connections # Left footpath area if fp_config in ['left', 'both'] and left_fp_width > 0: - fp_dim_x = left_fp_x + left_fp_width_px / 2 - - fp_top_dim_y = deck_y_at_x(fp_dim_x, deck_bottom_y) - fp_thick_px - fp_bottom_dim_y = deck_y_at_x(fp_dim_x, deck_bottom_y) - painter.setPen(dashed_pen) - painter.drawLine( - QPointF(fp_dim_x, fp_top_dim_y), - QPointF(fp_dim_x, fp_bottom_dim_y) - ) + # Bottom line under footpath area (dashed) + painter.drawLine(QPointF(deck_left_x, deck_bottom_y), + QPointF(deck_slab_left, deck_bottom_y)) # Outer vertical line from footpath bottom to deck bottom level (dashed) - fp_outer_bottom_y = deck_y_at_x(deck_left_x, deck_bottom_y) - - painter.drawLine( - QPointF(deck_left_x, fp_outer_bottom_y - fp_thick_px), - QPointF(deck_left_x, fp_outer_bottom_y) - ) + painter.drawLine(QPointF(deck_left_x, fp_top_y + fp_thick_px), + QPointF(deck_left_x, deck_bottom_y)) # Right footpath area if fp_config in ['right', 'both'] and right_fp_width > 0: - fp_dim_x = right_fp_x + right_fp_width_px / 2 - - fp_top_dim_y = deck_y_at_x(fp_dim_x, deck_bottom_y) - fp_thick_px - fp_bottom_dim_y = deck_y_at_x(fp_dim_x, deck_bottom_y) - painter.setPen(dashed_pen) - painter.drawLine( - QPointF(fp_dim_x, fp_top_dim_y), - QPointF(fp_dim_x, fp_bottom_dim_y) - ) + # Bottom line under footpath area (dashed) + painter.drawLine(QPointF(deck_slab_right, deck_bottom_y), + QPointF(deck_right_x, deck_bottom_y)) # Outer vertical line from footpath bottom to deck bottom level (dashed) - fp_outer_bottom_y = deck_y_at_x(deck_right_x, deck_bottom_y) - - painter.drawLine( - QPointF(deck_right_x, fp_outer_bottom_y - fp_thick_px), - QPointF(deck_right_x, fp_outer_bottom_y) - ) + painter.drawLine(QPointF(deck_right_x, fp_top_y + fp_thick_px), + QPointF(deck_right_x, deck_bottom_y)) # Draw girders and stiffeners for girder_x in positions: - y_shift = slope_offset_at_x(girder_x) - - self.draw_i_section( - painter, - girder_x, - base_y + y_shift, - scale, - GIRDER_COLOR - ) - - self.draw_stiffeners( - painter, - girder_x, - base_y + y_shift, - scale, - STIFFENER_COLOR - ) + self.draw_i_section(painter, girder_x, base_y, scale, GIRDER_COLOR) + self.draw_stiffeners(painter, girder_x, base_y, scale, STIFFENER_COLOR) # -------- 4.d CL OF BEARING (DASHED BLACK) -------- # painter.setPen(QPen(QColor(0, 0, 0), 1.0, Qt.DashLine)) @@ -1454,16 +1312,12 @@ def slope_offset_at_x(x): x1 = positions[i] + half_web x2 = positions[i + 1] - half_web - # Independent slope offsets - y_shift_left = slope_offset_at_x(positions[i]) - y_shift_right = slope_offset_at_x(positions[i + 1]) - # Girder edges - girder_top_left = (base_y + y_shift_left) - girder_depth_visual - girder_bottom_left = (base_y + y_shift_left) - bf_thickness + girder_top_left = base_y - girder_depth_visual + girder_bottom_left = base_y - bf_thickness - girder_top_right = (base_y + y_shift_right) - girder_depth_visual - girder_bottom_right = (base_y + y_shift_right) - bf_thickness + girder_top_right = base_y - girder_depth_visual + girder_bottom_right = base_y - bf_thickness # Connection points top_L = girder_top_left + tf_top + 0.02 * girder_depth_visual @@ -1518,54 +1372,19 @@ def slope_offset_at_x(x): left_railing_rect = None right_railing_rect = None - # LEFT railing if fp_config in ['left', 'both'] and left_fp_width > 0: railing_x = deck_left_x - railing_base_y = deck_y_at_x( - railing_x + railing_width_px / 2, - deck_bottom_y - ) - left_railing_rect = self.draw_railing_post_fixed( - painter, railing_x, railing_base_y, scale, "left" - ) - - # RIGHT railing + left_railing_rect = self.draw_railing_post_fixed(painter, railing_x, fp_top_y, scale, "left") + if fp_config in ['right', 'both'] and right_fp_width > 0: railing_x = deck_right_x - railing_outer_width_px - railing_base_y = deck_y_at_x( - railing_x + railing_width_px / 2, - deck_bottom_y - ) - right_railing_rect = self.draw_railing_post_fixed( - painter, railing_x, railing_base_y, scale, "right" - ) - # LEFT crash barrier base sits on sloped deck - cb_left_y = deck_y_at_x( - left_barrier_x + crash_barrier_width_px / 2, - deck_bottom_y - deck_thick_px - ) - - # RIGHT crash barrier base sits on sloped deck - cb_right_y = deck_y_at_x( - right_barrier_x + crash_barrier_width_px / 2, - deck_bottom_y - deck_thick_px - ) - - self.draw_crash_barrier( - painter, - left_barrier_x, - cb_left_y, - scale, - side='left' - ) - - self.draw_crash_barrier( - painter, - right_barrier_end_x, - cb_right_y, - scale, - side='right' - ) + right_railing_rect = self.draw_railing_post_fixed(painter, railing_x, fp_top_y, scale, "right") + # Draw crash barriers + cb_y = deck_top_y + # Left barrier: x is where it STARTS (left edge) + self.draw_crash_barrier(painter, left_barrier_x, cb_y, scale, side='left') + # Right barrier: x is where it ENDS (right edge) = right_barrier_end_x + self.draw_crash_barrier(painter, right_barrier_end_x, cb_y, scale, side='right') # Add dimensions if self.show_dimensions: self.add_professional_cross_section_dimensions( @@ -2308,34 +2127,12 @@ def draw_crash_barrier(self, painter, x, y, scale, side='left'): h = TOTAL_HEIGHT * scale bottom_w = self.params['crash_barrier_width'] * scale base_v = BASE_VERTICAL * scale - - # ----- slope-aware base correction ----- - half_w = bottom_w / 2 - if side == 'left': - x_left = x - x_right = x + bottom_w - center_x = x + half_w - else: - x_right = x - x_left = x - bottom_w - center_x = x - half_w - - # deck slope correction - slope = 0.025 # MUST match DECK_SLOPE used elsewhere + y_bottom = y + y_base_top = y - base_v + y_mid = y - MID_OFFSET * scale + y_top = y - h - y_left = y - y_right = y - y_base_top_left = y_left - base_v - y_base_top_right = y_right - base_v - - y_mid_left = y_left - MID_OFFSET * scale - y_mid_right = y_right - MID_OFFSET * scale - - y_top_left = y_left - h - y_top_right = y_right - h - # top Y for hover rect (safe) - y_top_min = min(y_top_left, y_top_right) right_at_mid = 250 * scale left_at_top = 50 * scale right_at_top = 225 * scale @@ -2347,26 +2144,28 @@ def draw_crash_barrier(self, painter, x, y, scale, side='left'): if side == 'left': points = [ - QPointF(x_left, y_left), - QPointF(x_right, y_right), - QPointF(x_right, y_base_top_right), - QPointF(x_right + right_at_mid - bottom_w, y_mid_right), - QPointF(x + right_at_top, y_top_right), - QPointF(x + left_at_top, y_top_left), - QPointF(x_left, y_base_top_left), + QPointF(x, y_bottom), + QPointF(x + bottom_w, y_bottom), + QPointF(x + bottom_w, y_base_top), + QPointF(x + right_at_mid, y_mid), + QPointF(x + right_at_top, y_top), + QPointF(x + left_at_top, y_top), + QPointF(x, y_base_top), ] - hover_rect = QRectF(x_left, y_top_min, bottom_w, h) + hover_rect = QRectF(x, y_top, bottom_w, h) else: + x_right = x + x_left = x - bottom_w points = [ - QPointF(x_left, y_left), - QPointF(x_right, y_right), - QPointF(x_right, y_base_top_right), - QPointF(x_right - left_at_top, y_top_right), - QPointF(x_right - right_at_top, y_top_right), - QPointF(x_right - right_at_mid, y_mid_right), - QPointF(x_left, y_base_top_left), + QPointF(x_left, y_bottom), + QPointF(x_right, y_bottom), + QPointF(x_right, y_base_top), + QPointF(x_right - left_at_top, y_top), + QPointF(x_right - right_at_top, y_top), + QPointF(x_right - right_at_mid, y_mid), + QPointF(x_left, y_base_top), ] - hover_rect = QRectF(x_left, y_top_min, bottom_w, h) + hover_rect = QRectF(x_left, y_top, bottom_w, h) self.cross_section_hover_zones.append((hover_rect, 'crash_barrier')) painter.setBrush(QBrush(barrier_color)) @@ -2410,4 +2209,5 @@ def draw_crash_barrier(self, painter, x, y, scale, side='left'): painter.drawRect(QRectF(base_x + 20 * scale, beam_y, width - 40 * scale, beam_thickness)) hover_rect = QRectF(base_x, y - kerb_h - post_h, width, post_h + kerb_h) - self.cross_section_hover_zones.append((hover_rect, 'crash_barrier')) \ No newline at end of file + self.cross_section_hover_zones.append((hover_rect, 'crash_barrier')) + From b2ed455babdc19e0e7ff6ecf1470dfd616d72ff7 Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Fri, 27 Feb 2026 04:10:56 +0530 Subject: [PATCH 087/225] Correct crash barrier CAD rendering and sync with IRC 5 spec --- .../dialogs/tabs/typical_section_details.py | 4 + .../desktop/ui/docks/cad_cross_section.py | 175 ++++++++---------- 2 files changed, 80 insertions(+), 99 deletions(-) diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py b/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py index ca9319bc3..07b181a99 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py @@ -1626,6 +1626,10 @@ def on_crash_barrier_type_changed(self, barrier_type): # Recalculate AFTER geometry is locked self.recalculate_girders() + # Refresh CAD preview to show the newly selected barrier shape + self._update_cad_preview() + + def on_railing_load_mode_changed(self, mode): if not hasattr(self, "railing_load_value"): return diff --git a/src/osdagbridge/desktop/ui/docks/cad_cross_section.py b/src/osdagbridge/desktop/ui/docks/cad_cross_section.py index 8cc350635..2257df41c 100644 --- a/src/osdagbridge/desktop/ui/docks/cad_cross_section.py +++ b/src/osdagbridge/desktop/ui/docks/cad_cross_section.py @@ -21,45 +21,6 @@ ) import random -CRASH_BARRIER_TYPES = { - - # === RCC BARRIERS === - "IRC 5 - RCC Crash Barrier": { - "type": "rcc", - "total_height": 750.0, - "top_width": 150.0, - "bottom_width": 300.0, - "base_vertical": 100.0, - "mid_offset": 300.0, - }, - - "IRC 5 - High Containment RCC Crash Barrier": { - "type": "rcc", - "total_height": 900.0, - "top_width": 175.0, - "bottom_width": 350.0, - "base_vertical": 100.0, - "mid_offset": 350.0, - }, - - # === METALLIC BARRIERS === - "IRC 5 - Metallic Crash Barrier with Single W-Beam": { - "type": "metallic", - "post_height": 750.0, - "kerb_height": 150.0, - "w_beams": 1, - }, - - "IRC 5 - Metallic Crash Barrier with Double W-Beam": { - "type": "metallic", - "post_height": 750.0, - "kerb_height": 150.0, - "w_beams": 2, - }, -} - - - class CrossSectionCADWidget(QWidget): """Widget for drawing bridge cross-section view""" # ===== SHARED CAD COLORS ===== @@ -81,7 +42,7 @@ def __init__(self, parent=None): self.setMouseTracking(True) # enable mouse tracking for hover self.concrete_brush = self.create_concrete_brush() self.crash_barrier_params = {} - self.crash_barrier_type = "IRC 5 - High Containment RCC Crash Barrier" + self.crash_barrier_type = "IRC 5 - RCC Crash Barrier" self.railing_type = None self.median_type = None # hover label regions: list of (QRectF, text, bg_color, text_color) @@ -424,6 +385,10 @@ def update_params(self, params: dict): if "crash_barrier_geometry" in params: self.crash_barrier_params = params["crash_barrier_geometry"] + # Store crash barrier type so draw_crash_barrier() can dispatch on it + if "crash_barrier_type" in params: + self.crash_barrier_type = params["crash_barrier_type"] + if "railing_type" in params: self.railing_type = params["railing_type"] @@ -2108,24 +2073,27 @@ def draw_stiffeners(self, painter, x, base_y, scale, stiffener_color): painter.drawPolygon(right_stiffener) def draw_crash_barrier(self, painter, x, y, scale, side='left'): - + """Draw crash barrier cross-section using IRC 5 geometry spec. + """ cb_type = self.crash_barrier_type - cb = CRASH_BARRIER_TYPES.get(cb_type) + geo = CrashBarrierGeometry.get_geometry(cb_type) - if not cb: + if not geo: return - - # ================= RCC CRASH BARRIER ================= - if cb["type"] == "rcc": - TOTAL_HEIGHT = cb["total_height"] - TOP_WIDTH = cb["top_width"] - BOTTOM_WIDTH = cb["bottom_width"] - BASE_VERTICAL = cb["base_vertical"] - MID_OFFSET = cb["mid_offset"] + barrier_color = QColor(126, 126, 126) + if self.hovered_element == 'crash_barrier': + barrier_color = QColor(255, 250, 220) + + # ------- RCC CRASH BARRIER -------- + if geo["type"] == "rcc": + TOTAL_HEIGHT = geo["total_height"] + BOTTOM_WIDTH = geo["bottom_width"] + BASE_VERTICAL = geo["base_vertical"] + MID_OFFSET = geo["mid_offset"] h = TOTAL_HEIGHT * scale - bottom_w = self.params['crash_barrier_width'] * scale + bottom_w = BOTTOM_WIDTH * scale base_v = BASE_VERTICAL * scale y_bottom = y @@ -2133,80 +2101,89 @@ def draw_crash_barrier(self, painter, x, y, scale, side='left'): y_mid = y - MID_OFFSET * scale y_top = y - h - right_at_mid = 250 * scale - left_at_top = 50 * scale - right_at_top = 225 * scale - - barrier_color = QColor(126, 126, 126) + + # Reference shape is High Containment (bottom_width=350 mm). + # All offsets scale proportionally to the actual bottom_width. + shape_scale = BOTTOM_WIDTH / 350.0 + right_at_mid = 250 * scale * shape_scale # outer wall x at inflection + left_at_top = 50 * scale * shape_scale # inner wall x at top (lean) + right_at_top = 225 * scale * shape_scale # outer wall x at top - if self.hovered_element == 'crash_barrier': - barrier_color = QColor(255, 250, 220) + painter.setBrush(QBrush(barrier_color)) + painter.setPen(QPen(QColor(0, 0, 0), max(1.5, scale * 1.5))) if side == 'left': + # Same as median RIGHT barrier (carriageway-facing curve on the right) points = [ - QPointF(x, y_bottom), - QPointF(x + bottom_w, y_bottom), - QPointF(x + bottom_w, y_base_top), - QPointF(x + right_at_mid, y_mid), - QPointF(x + right_at_top, y_top), - QPointF(x + left_at_top, y_top), - QPointF(x, y_base_top), + QPointF(x, y_bottom), # BL + QPointF(x + bottom_w, y_bottom), # BR + QPointF(x + bottom_w, y_base_top), # R1 (outer, vertical base) + QPointF(x + right_at_mid, y_mid), # R2 (outer wall kink) + QPointF(x + right_at_top, y_top), # TR (outer wall top) + QPointF(x + left_at_top, y_top), # TL (inner wall top, leans in) + QPointF(x, y_base_top), # L1 (inner, vertical base) ] hover_rect = QRectF(x, y_top, bottom_w, h) else: - x_right = x - x_left = x - bottom_w + # Same as median LEFT barrier (carriageway-facing curve on the left) + # x is the RIGHT edge of this barrier points = [ - QPointF(x_left, y_bottom), - QPointF(x_right, y_bottom), - QPointF(x_right, y_base_top), - QPointF(x_right - left_at_top, y_top), - QPointF(x_right - right_at_top, y_top), - QPointF(x_right - right_at_mid, y_mid), - QPointF(x_left, y_base_top), + QPointF(x - bottom_w, y_bottom), # BL + QPointF(x, y_bottom), # BR + QPointF(x, y_base_top), # R1 (inner, vertical base) + QPointF(x - left_at_top, y_top), # TR (inner wall top, leans in) + QPointF(x - right_at_top, y_top), # TL (outer wall top) + QPointF(x - right_at_mid, y_mid), # L2 (outer wall kink) + QPointF(x - bottom_w, y_base_top), # L1 (outer, vertical base) ] - hover_rect = QRectF(x_left, y_top, bottom_w, h) + hover_rect = QRectF(x - bottom_w, y_top, bottom_w, h) self.cross_section_hover_zones.append((hover_rect, 'crash_barrier')) - painter.setBrush(QBrush(barrier_color)) - painter.setPen(QPen(QColor(0, 0, 0), max(1.5, scale * 1.5))) painter.drawPolygon(QPolygonF(points)) return - # ================= METALLIC W-BEAM ================= - # Simple, visible, correct representation (posts + beams) - post_h = 750 * scale - kerb_h = 150 * scale - beam_spacing = 200 * scale - beam_thickness = 20 * scale - width = 350 * scale + # ================= METALLIC W-BEAM CRASH BARRIER ================= + # Shape: kerb rectangle at deck level + thin post on top + w_beams horizontal beams + post_h_mm = geo.get("post_height", 750) + kerb_h_mm = geo.get("kerb_height", 150) + n_beams = geo.get("w_beams", 1) - barrier_color = QColor(0, 120, 255) if "Single" in cb_type else QColor(255, 120, 0) + post_h = post_h_mm * scale + kerb_h = kerb_h_mm * scale + # Use crash_barrier_width param for total footprint width + width = self.params.get('crash_barrier_width', 350) * scale + post_w = max(4, 25 * scale) # post cross-section width + beam_t = max(3, 18 * scale) # W-beam thickness + beam_w = max(10, width * 0.7) # W-beam length + metallic_post_color = QColor(80, 80, 200) if n_beams == 1 else QColor(200, 100, 0) if self.hovered_element == 'crash_barrier': - barrier_color = QColor(255, 250, 220) + metallic_post_color = QColor(255, 250, 220) if side == 'left': base_x = x else: base_x = x - width - # Kerb + # Kerb rectangle painter.setBrush(QBrush(QColor(180, 180, 180))) - painter.setPen(QPen(Qt.black, 1.2)) + painter.setPen(QPen(Qt.black, max(1.0, scale))) painter.drawRect(QRectF(base_x, y - kerb_h, width, kerb_h)) - # Posts - post_x = base_x + width / 2 - painter.setBrush(QBrush(barrier_color)) - painter.drawRect(QRectF(post_x - 10 * scale, y - kerb_h - post_h, 20 * scale, post_h)) - - # W-beams - beams = 1 if "Single" in cb_type else 2 - for i in range(beams): - beam_y = y - kerb_h - 200 * scale - i * beam_spacing - painter.drawRect(QRectF(base_x + 20 * scale, beam_y, width - 40 * scale, beam_thickness)) + # Vertical post (centred on kerb) + post_x = base_x + (width - post_w) / 2 + painter.setBrush(QBrush(metallic_post_color)) + painter.setPen(QPen(Qt.black, max(1.0, scale))) + painter.drawRect(QRectF(post_x, y - kerb_h - post_h, post_w, post_h)) + + # Horizontal W-beams – evenly spaced along post height + beam_x = base_x + (width - beam_w) / 2 + spacing = post_h / (n_beams + 1) + painter.setBrush(QBrush(metallic_post_color)) + for i in range(n_beams): + beam_y = y - kerb_h - spacing * (i + 1) - beam_t / 2 + painter.drawRect(QRectF(beam_x, beam_y, beam_w, beam_t)) hover_rect = QRectF(base_x, y - kerb_h - post_h, width, post_h + kerb_h) self.cross_section_hover_zones.append((hover_rect, 'crash_barrier')) From 10bab7d6a7011932d3465405185b2d325239e11d Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Sun, 1 Mar 2026 03:26:07 +0530 Subject: [PATCH 088/225] Add crash barrier types - Single and Double W beam --- .../desktop/ui/docks/cad_cross_section.py | 170 ++++++++++++++---- 1 file changed, 137 insertions(+), 33 deletions(-) diff --git a/src/osdagbridge/desktop/ui/docks/cad_cross_section.py b/src/osdagbridge/desktop/ui/docks/cad_cross_section.py index 2257df41c..07e9ba3a5 100644 --- a/src/osdagbridge/desktop/ui/docks/cad_cross_section.py +++ b/src/osdagbridge/desktop/ui/docks/cad_cross_section.py @@ -2143,48 +2143,152 @@ def draw_crash_barrier(self, painter, x, y, scale, side='left'): return - # ================= METALLIC W-BEAM CRASH BARRIER ================= - # Shape: kerb rectangle at deck level + thin post on top + w_beams horizontal beams + # METALLIC W-BEAM CRASH BARRIER post_h_mm = geo.get("post_height", 750) kerb_h_mm = geo.get("kerb_height", 150) n_beams = geo.get("w_beams", 1) - post_h = post_h_mm * scale - kerb_h = kerb_h_mm * scale - # Use crash_barrier_width param for total footprint width - width = self.params.get('crash_barrier_width', 350) * scale - post_w = max(4, 25 * scale) # post cross-section width - beam_t = max(3, 18 * scale) # W-beam thickness - beam_w = max(10, width * 0.7) # W-beam length - - metallic_post_color = QColor(80, 80, 200) if n_beams == 1 else QColor(200, 100, 0) - if self.hovered_element == 'crash_barrier': - metallic_post_color = QColor(255, 250, 220) - + # Fallback dimensions from 3D CAD/IRC 5 standards for missing details + kerb_top_w_mm = 500.0 + kerb_bottom_w_mm = 550.0 + post_w_mm = 150.0 + post_offset_mm = 75.0 # Offset from kerb edge + spacer_w_mm = 200.0 + spacer_h_mm = 330.0 + w_beam_h_mm = 330.0 + w_beam_depth_mm = 83.0 + w_beam_thk_mm = 3.0 + + # Scale all dimensions + post_h = post_h_mm * scale + kerb_h = kerb_h_mm * scale + kerb_top_w = kerb_top_w_mm * scale + kerb_bottom_w = kerb_bottom_w_mm * scale + post_w = post_w_mm * scale + post_offset = post_offset_mm * scale + spacer_w = spacer_w_mm * scale + spacer_h = spacer_h_mm * scale + w_beam_h = w_beam_h_mm * scale + w_beam_depth = w_beam_depth_mm * scale + w_beam_thk = w_beam_thk_mm * scale + + # Calculate positioning if side == 'left': base_x = x + # Points for kerb (Trapezoid: outer wall vertical, inner wall slopes) + # Symmetric trapezoid as per 3D code logic + kerb_points = [ + QPointF(x, y), # Bottom Left + QPointF(x + kerb_bottom_w, y), # Bottom Right + QPointF(x + (kerb_bottom_w + kerb_top_w)/2, y - kerb_h), # Top Right + QPointF(x + (kerb_bottom_w - kerb_top_w)/2, y - kerb_h) # Top Left + ] + + # Post positioning (75mm from left end of kerb) + post_rect_x = x + post_offset + + # Spacer starts at post right edge and grows right + spacer_x_start = post_rect_x + post_w + spacer_width_val = spacer_w + + # W-Beam starts at spacer right edge + beam_root_x = spacer_x_start + spacer_w + else: - base_x = x - width - - # Kerb rectangle + # Mirror for right side + base_x = x - kerb_bottom_w + kerb_points = [ + QPointF(x - kerb_bottom_w, y), + QPointF(x, y), + QPointF(x - (kerb_bottom_w - kerb_top_w)/2, y - kerb_h), + QPointF(x - (kerb_bottom_w + kerb_top_w)/2, y - kerb_h) + ] + + # Post positioning (75mm from right end of kerb) + # x is the bottom-right coordinate of the kerb + post_rect_x = x - post_offset - post_w + + # Spacer starts at post left edge and grows left + spacer_x_start = post_rect_x + spacer_width_val = -spacer_w + + # W-Beam starts at spacer left edge (which is spacer_x_start - spacer_w) + beam_root_x = post_rect_x - spacer_w + + # Draw Kerb painter.setBrush(QBrush(QColor(180, 180, 180))) painter.setPen(QPen(Qt.black, max(1.0, scale))) - painter.drawRect(QRectF(base_x, y - kerb_h, width, kerb_h)) - - # Vertical post (centred on kerb) - post_x = base_x + (width - post_w) / 2 - painter.setBrush(QBrush(metallic_post_color)) - painter.setPen(QPen(Qt.black, max(1.0, scale))) - painter.drawRect(QRectF(post_x, y - kerb_h - post_h, post_w, post_h)) - - # Horizontal W-beams – evenly spaced along post height - beam_x = base_x + (width - beam_w) / 2 - spacing = post_h / (n_beams + 1) - painter.setBrush(QBrush(metallic_post_color)) - for i in range(n_beams): - beam_y = y - kerb_h - spacing * (i + 1) - beam_t / 2 - painter.drawRect(QRectF(beam_x, beam_y, beam_w, beam_t)) + painter.drawPolygon(QPolygonF(kerb_points)) + + # Draw Post + post_color = QColor(80, 80, 80) # Steel color + if self.hovered_element == 'crash_barrier': + post_color = QColor(255, 250, 220) + painter.setBrush(QBrush(post_color)) + painter.drawRect(QRectF(post_rect_x, y - kerb_h - post_h, post_w, post_h)) + + # Draw Spacer and W-Beam + if n_beams == 1: + h_centers = [post_h_mm - spacer_h_mm / 2.0] + else: + # Upper beam at top, lower beam below with 145mm gap (from 3D logic) + h_upper = post_h_mm - spacer_h_mm / 2.0 + h_lower = h_upper - spacer_h_mm - 145 + h_centers = [h_lower, h_upper] + + for h_center_mm in h_centers: + h_center = h_center_mm * scale + spacer_y = y - kerb_h - h_center - spacer_h / 2 + + # Draw Spacer + painter.setBrush(QBrush(post_color)) + painter.drawRect(QRectF(spacer_x_start, spacer_y, spacer_width_val, spacer_h)) + + # Draw W-Beam Profile (The double wave) + # Generate wave points + num_pts = 20 # Increased points for smoother wave + + def get_wave_y(z_rel): # z_rel from 0 to w_beam_h + sigma = w_beam_h / 10.0 + mu1 = w_beam_h * 0.25 + mu2 = w_beam_h * 0.75 + amp = w_beam_depth * 1.5 + + wave = ( + amp * math.exp(-((z_rel - mu1) ** 2) / (2 * sigma ** 2)) + + amp * math.exp(-((z_rel - mu2) ** 2) / (2 * sigma ** 2)) + ) + return wave + + outer_wave = [] + inner_wave = [] + + for pt_idx in range(num_pts + 1): + z_rel = (pt_idx / num_pts) * w_beam_h + wave_val = get_wave_y(z_rel) + + curr_y = spacer_y + (w_beam_h - z_rel) + + if side == 'left': + outer_wave.append(QPointF(beam_root_x + wave_val, curr_y)) + inner_wave.insert(0, QPointF(beam_root_x + wave_val - w_beam_thk, curr_y)) + else: + outer_wave.append(QPointF(beam_root_x - wave_val, curr_y)) + inner_wave.insert(0, QPointF(beam_root_x - wave_val + w_beam_thk, curr_y)) + + w_beam_polygon = QPolygonF(outer_wave + inner_wave) + painter.setBrush(QBrush(QColor(120, 120, 120))) + painter.drawPolygon(w_beam_polygon) - hover_rect = QRectF(base_x, y - kerb_h - post_h, width, post_h + kerb_h) + # Hover rect for the whole assembly + assembly_top_y = y - kerb_h - post_h + assembly_bottom_y = y + if side == 'left': + assembly_width = max(kerb_bottom_w, (beam_root_x + w_beam_depth - x)) + hover_rect = QRectF(x, assembly_top_y, abs(assembly_width), assembly_bottom_y - assembly_top_y) + else: + assembly_width = max(kerb_bottom_w, (x - (beam_root_x - w_beam_depth))) + hover_rect = QRectF(x - assembly_width, assembly_top_y, abs(assembly_width), assembly_bottom_y - assembly_top_y) + self.cross_section_hover_zones.append((hover_rect, 'crash_barrier')) From be6b143564c9bd604b166fb5d1885a5947db7f7e Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Sun, 1 Mar 2026 17:52:19 +0530 Subject: [PATCH 089/225] Add different medians CAD rendering and sync with IRC 5 spec --- src/osdagbridge/desktop/cad/irc5_geometry.py | 14 +- .../desktop/ui/docks/cad_cross_section.py | 204 +++++++++++++++++- 2 files changed, 204 insertions(+), 14 deletions(-) diff --git a/src/osdagbridge/desktop/cad/irc5_geometry.py b/src/osdagbridge/desktop/cad/irc5_geometry.py index 79b88b344..cc846d6b9 100644 --- a/src/osdagbridge/desktop/cad/irc5_geometry.py +++ b/src/osdagbridge/desktop/cad/irc5_geometry.py @@ -27,7 +27,7 @@ def get_geometry(barrier_type: str) -> dict: return { "type": "metallic", "w_beams": 1, - "post_height": 750.0, + "post_height": 950.0, "kerb_height": 150.0, } @@ -35,7 +35,7 @@ def get_geometry(barrier_type: str) -> dict: return { "type": "metallic", "w_beams": 2, - "post_height": 750.0, + "post_height": 950.0, "kerb_height": 150.0, } @@ -90,7 +90,7 @@ def get_geometry(median_type: str) -> dict: "bottom_width": 450, } - elif median_type == "IRC 5 - Metallic Crash Barrier": + elif median_type == "IRC 5 - Metallic Crash Barrier with Single W-Beam": return { "type": "metallic", "median_width": 1200, @@ -98,4 +98,12 @@ def get_geometry(median_type: str) -> dict: "w_beams": 1, } + elif median_type == "IRC 5 - Metallic Crash Barrier with Double W-Beam": + return { + "type": "metallic", + "median_width": 1200, + "post_height": 950, + "w_beams": 2, + } + return {} \ No newline at end of file diff --git a/src/osdagbridge/desktop/ui/docks/cad_cross_section.py b/src/osdagbridge/desktop/ui/docks/cad_cross_section.py index 07e9ba3a5..c3a7dd7c5 100644 --- a/src/osdagbridge/desktop/ui/docks/cad_cross_section.py +++ b/src/osdagbridge/desktop/ui/docks/cad_cross_section.py @@ -802,13 +802,181 @@ def create_concrete_brush(self): p.end() return QBrush(pixmap) - def draw_median_crash_barriers(self, painter, median_start_x, median_end_x, deck_top_y, scale, median_color): - """Draw two crash barriers for median, facing outward""" - painter.setBrush(QBrush(median_color)) + def draw_median(self, painter, median_start_x, median_end_x, deck_top_y, scale, median_color): + """Dispatcher for different median types based on IRC 5 geometry""" + geo = MedianGeometry.get_geometry(self.median_type) + if not geo: + return + + if geo["type"] == "kerb": + self.draw_raised_kerb_median(painter, median_start_x, median_end_x, deck_top_y, scale, median_color, geo) + elif geo["type"] == "rcc_barrier": + self.draw_rcc_barrier_median(painter, median_start_x, median_end_x, deck_top_y, scale, median_color, geo) + elif geo["type"] == "metallic": + self.draw_metallic_median(painter, median_start_x, median_end_x, deck_top_y, scale, median_color, geo) + + def draw_raised_kerb_median(self, painter, median_start_x, median_end_x, deck_top_y, scale, median_color, geo): + """Draw Raised Kerb median (trapezoid shape)""" + h = geo.get("kerb_height", 225) * scale + top_w = geo.get("kerb_top_width", 1200) * scale + bottom_w = geo.get("kerb_bottom_width", 1200) * scale + + median_width_px = median_end_x - median_start_x + offset = (median_width_px - bottom_w) / 2 + + y_bottom = deck_top_y + y_top = deck_top_y - h + + x_bl = median_start_x + offset + x_br = x_bl + bottom_w + x_tl = x_bl + (bottom_w - top_w) / 2 + x_tr = x_tl + top_w + + points = [QPointF(x_bl, y_bottom), QPointF(x_br, y_bottom), QPointF(x_tr, y_top), QPointF(x_tl, y_top)] + if self.hovered_element == 'median': - MEDIAN_GREY = QColor(255, 250, 220) # same highlight as crash barrier + painter.setBrush(QBrush(QColor(255, 250, 220))) else: - MEDIAN_GREY = QColor(126, 126, 126) + painter.setBrush(QBrush(median_color)) + + painter.setPen(QPen(QColor(0, 0, 0), max(1.5, scale * 1.5))) + painter.drawPolygon(QPolygonF(points)) + + hover_rect = QRectF(median_start_x, y_top, median_width_px, h) + self.cross_section_hover_zones.append((hover_rect, 'median')) + + def draw_rcc_barrier_median(self, painter, median_start_x, median_end_x, deck_top_y, scale, median_color, geo): + """Draw two RCC crash barriers for median following standard shape""" + barrier_h_mm = geo.get("barrier_height", 900.0) + bottom_w_mm = geo.get("bottom_width", 450.0) + top_w_mm = geo.get("top_width", 175.0) + + h = barrier_h_mm * scale + bottom_w = bottom_w_mm * scale + median_width_px = median_end_x - median_start_x + + # Shape offsets proportional to standard HC barrier (350mm bottom) + shape_scale = bottom_w_mm / 350.0 + base_v = 100.0 * scale + mid_y_off = 350.0 * scale + right_at_mid = 250.0 * scale * shape_scale + left_at_top = 50.0 * scale * shape_scale + right_at_top = 225.0 * scale * shape_scale + + y_bottom = deck_top_y + y_base_top = y_bottom - base_v + y_mid = y_bottom - mid_y_off + y_top = y_bottom - h + + barrier_brush = QBrush(QColor(255, 250, 220)) if self.hovered_element == 'median' else QBrush(QColor(126, 126, 126)) + painter.setBrush(barrier_brush) + painter.setPen(QPen(Qt.black, max(1.5, scale * 1.5))) + + # LEFT assembly (faces LEFT) + x_l = median_start_x + bottom_w + points_l = [ + QPointF(x_l - bottom_w, y_bottom), QPointF(x_l, y_bottom), QPointF(x_l, y_base_top), + QPointF(x_l - left_at_top, y_top), QPointF(x_l - right_at_top, y_top), + QPointF(x_l - right_at_mid, y_mid), QPointF(x_l - bottom_w, y_base_top) + ] + painter.drawPolygon(QPolygonF(points_l)) + + # RIGHT assembly (faces RIGHT) + x_r = median_end_x - bottom_w + points_r = [ + QPointF(x_r, y_bottom), QPointF(x_r + bottom_w, y_bottom), QPointF(x_r + bottom_w, y_base_top), + QPointF(x_r + right_at_mid, y_mid), QPointF(x_r + right_at_top, y_top), + QPointF(x_r + left_at_top, y_top), QPointF(x_r, y_base_top) + ] + painter.drawPolygon(QPolygonF(points_r)) + + hover_rect = QRectF(median_start_x, y_top, median_width_px, h) + self.cross_section_hover_zones.append((hover_rect, 'median')) + + def draw_metallic_median(self, painter, median_start_x, median_end_x, deck_top_y, scale, median_color, geo): + """Draw Metallic median with a common kerb base and beams on both sides""" + post_h_mm = geo.get("post_height", 950) + n_beams = geo.get("w_beams", 1) + median_width_mm = geo.get("median_width", 1200) + median_width_px = median_end_x - median_start_x + + kerb_h_mm = 225.0 + h_kerb = kerb_h_mm * scale + top_w = (median_width_mm - 50.0) * scale + bottom_w = median_width_mm * scale + post_h = post_h_mm * scale + + y_bottom = deck_top_y + y_top_kerb = deck_top_y - h_kerb + x_bl, x_br = median_start_x, median_end_x + x_tl = x_bl + (bottom_w - top_w) / 2 + x_tr = x_tl + top_w + + painter.setBrush(QBrush(QColor(180, 180, 180))) + painter.setPen(QPen(Qt.black, max(1.0, scale))) + painter.drawPolygon(QPolygonF([QPointF(x_bl, y_bottom), QPointF(x_br, y_bottom), QPointF(x_tr, y_top_kerb), QPointF(x_tl, y_top_kerb)])) + + post_w, post_offset = 150.0 * scale, 75.0 * scale + spacer_w, spacer_h = 200.0 * scale, 330.0 * scale + w_beam_h, w_beam_depth, w_beam_thk = 330.0 * scale, 83.0 * scale, 3.0 * scale + post_color = QColor(255, 250, 220) if self.hovered_element == 'median' else QColor(80, 80, 80) + + def draw_side_assembly(is_left): + # Assembly on Left side of median (near x_tl): [Beam] [Spacer] [Post] -> Facing left carriageway + # Assembly on Right side of median (near x_tr): [Post] [Spacer] [Beam] -> Facing right carriageway + + if is_left: + # x_tl is the left kerb end. Order: Beam (outer), Spacer (mid), Post (inner) + b_root_x = x_tl + w_beam_depth + s_x = x_tl + w_beam_depth + p_x = s_x + spacer_w + else: + # x_tr is the right kerb end. Order: Post (inner), Spacer (mid), Beam (outer) + b_root_x = x_tr - w_beam_depth + s_x = b_root_x - spacer_w + p_x = s_x - post_w + + # Draw Post + painter.setBrush(QBrush(post_color)) + painter.setPen(QPen(Qt.black, 1)) + painter.drawRect(QRectF(p_x, y_top_kerb - post_h, post_w, post_h)) + + h_centers = [post_h_mm - 165] if n_beams == 1 else [post_h_mm - 165, post_h_mm - 165 - 145 - 330] + for hc_mm in h_centers: + sy = y_top_kerb - hc_mm * scale - spacer_h / 2 + + # Draw Spacer + painter.setBrush(QBrush(post_color)) + painter.drawRect(QRectF(s_x, sy, spacer_w, spacer_h)) + + # Draw W-Beam Profile (Wave) + num_pts = 15 + outer_wave, inner_wave = [], [] + for i in range(num_pts + 1): + z_rel = (i / num_pts) * w_beam_h + wave_val = (w_beam_depth * 1.5) * (math.exp(-((z_rel - w_beam_h*0.25)**2)/(2*(w_beam_h/10)**2)) + math.exp(-((z_rel - w_beam_h*0.75)**2)/(2*(w_beam_h/10)**2))) + curr_y = sy + (w_beam_h - z_rel) + + if is_left: + wx = b_root_x - wave_val # Faces LEFT + outer_wave.append(QPointF(wx, curr_y)) + inner_wave.insert(0, QPointF(wx + w_beam_thk, curr_y)) + else: + wx = b_root_x + wave_val # Faces RIGHT + outer_wave.append(QPointF(wx, curr_y)) + inner_wave.insert(0, QPointF(wx - w_beam_thk, curr_y)) + + painter.setBrush(QBrush(QColor(120, 120, 120))) + painter.drawPolygon(QPolygonF(outer_wave + inner_wave)) + + draw_side_assembly(True) + draw_side_assembly(False) + hover_rect = QRectF(median_start_x, y_top_kerb - post_h, median_width_px, post_h + h_kerb) + self.cross_section_hover_zones.append((hover_rect, 'median')) + + def draw_median_crash_barriers(self, painter, median_start_x, median_end_x, deck_top_y, scale, median_color): + """DEPRECATED: Use draw_rcc_barrier_median or dispatcher instead.""" + pass CONCRETE_COLOR = QColor(225, 225, 225) @@ -1193,7 +1361,7 @@ def draw_cross_section(self, painter): #self.draw_crash_barrier(painter, right_barrier_end_x, cb_y, scale, side='right') if median_present: - self.draw_median_crash_barriers(painter, median_start_x, median_end_x, deck_top_y, scale, MEDIAN_GREY) + self.draw_median(painter, median_start_x, median_end_x, deck_top_y, scale, MEDIAN_GREY) # Draw the main deck bottom line solid (only the deck slab portion) painter.setPen(QPen(QColor(0, 0, 0), 1.5)) @@ -1758,23 +1926,37 @@ def add_cross_section_hover_labels(self, painter, carriageway_start_x, carriagew railing_top_y = right_railing_rect[1] components.append((railing_rect, "Railing", railing_center_x, railing_top_y, 'on_figure_top', None)) - # Median barriers - text on top of figure (like railing) + # Median - text on top of figure (like railing or crash barrier) if median_present and median_start_x is not None: + # Get actual median height for correct label positioning + m_geo = MedianGeometry.get_geometry(self.median_type) + m_h = 0 + if m_geo: + if m_geo.get("type") == "kerb": + m_h = m_geo.get("kerb_height", 225) * scale + elif m_geo.get("type") == "rcc_barrier": + m_h = m_geo.get("barrier_height", 900) * scale + elif m_geo.get("type") == "metallic": + m_h = m_geo.get("post_height", 950) * scale + + if m_h == 0: + m_h = cb_height # Fallback + median_rect = QRectF( median_start_x, - deck_top_y - cb_height, + deck_top_y - m_h, median_end_x - median_start_x, - cb_height + m_h ) median_center_x = (median_start_x + median_end_x) / 2 - median_top_y = deck_top_y - cb_height + median_top_y = deck_top_y - m_h components.append(( median_rect, "Median", median_center_x, median_top_y, - 'on_figure_top', # SAME AS RAILING + 'on_figure_top', None )) From a754b8332ae4b42b61fe830ab1d2623be893e38f Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Sun, 1 Mar 2026 20:58:44 +0530 Subject: [PATCH 090/225] fix: Table/Database Intg_osdag.sqlite not found --- src/osdagbridge/desktop/__main__.py | 91 +++++++++++++++++++++++++++++ 1 file changed, 91 insertions(+) diff --git a/src/osdagbridge/desktop/__main__.py b/src/osdagbridge/desktop/__main__.py index 1149e7ff6..71840a4e5 100644 --- a/src/osdagbridge/desktop/__main__.py +++ b/src/osdagbridge/desktop/__main__.py @@ -3,6 +3,97 @@ from PySide6.QtCore import QFile, QTextStream from osdagbridge.desktop.resources import resources_rc +# Create Intg_osdag.sqlite if not Exist +def create_sqlite(): + import sqlite3 + import subprocess + from importlib.resources import files + import shutil + + try: + # Get paths + sqlpath = files('osdagbridge.core.data.ResourceFiles').joinpath('Intg_osdag.sql') + sqlitepath = files('osdagbridge.core.data.ResourceFiles').joinpath('Intg_osdag.sqlite') + + if not sqlpath.exists(): + print(f"[ERROR] SQL file not found: {sqlpath}") + return + + # Determine if we need to create or update + needs_creation = not sqlitepath.exists() + needs_update = (sqlitepath.exists() and + (sqlitepath.stat().st_size == 0 or + sqlitepath.stat().st_mtime < sqlpath.stat().st_mtime - 1)) + + if not needs_creation and not needs_update: + # print("[INFO] Database is up to date") + return + + # Create backup if updating existing database + backup_path = None + if needs_update: + backup_path = sqlitepath.with_suffix('.sqlite.backup') + shutil.copy2(sqlitepath, backup_path) + + # Create/update database + target_path = sqlitepath + if needs_update: + # Create in temp location first + target_path = sqlitepath.parent / 'Intg_osdag_temp.sqlite' + + # Try Python sqlite3 first + try: + with open(sqlpath, 'r', encoding='utf-8') as sql_file: + sql_content = sql_file.read() + + conn = sqlite3.connect(target_path) + conn.executescript(sql_content) + conn.close() + + print(f"[INFO] Intg_osdag sqlite database {'created' if needs_creation else 'updated'} using python sqlite3") + + except Exception as e: + print(f"[ERROR] Python sqlite3 failed: {e}, trying command line") + + # Fallback to command line + result = subprocess.run([ + 'sqlite3', str(target_path), + f'.read {sqlpath}' + ], capture_output=True, text=True, timeout=30) + + if result.returncode != 0: + raise Exception(f"[ERROR] Command line sqlite3 failed: {result.stderr}") + + print(f"[INFO] Intg_osdag sqlite database {'created' if needs_creation else 'updated'} using command line") + + # If updating, replace the original + if needs_update: + sqlitepath.unlink() + target_path.rename(sqlitepath) + if backup_path and backup_path.exists(): + backup_path.unlink() + + # Touch the SQL file to update timestamp + sqlpath.touch() + + except Exception as e: + print(f"[ERROR] Database setup failed: {e}") + + # Cleanup on failure + if needs_update: + # Restore backup if available + if backup_path and backup_path.exists(): + if not sqlitepath.exists(): + shutil.copy2(backup_path, sqlitepath) + backup_path.unlink() + + # Remove temp file + temp_path = sqlitepath.parent / 'Intg_osdag_temp.sqlite' + if temp_path.exists(): + temp_path.unlink() + +create_sqlite() + # Import template_page from osdagbridge.desktop.ui.template_page import CustomWindow from osdagbridge.core.bridge_types.plate_girder.ui_fields import FrontendData From d5522b90a0d95d2507cffd23c96265bd058b6966 Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Mon, 2 Mar 2026 22:27:33 +0530 Subject: [PATCH 091/225] Add steel railing --- .../ui_fields_additional_input.py | 1 + src/osdagbridge/desktop/cad/irc5_geometry.py | 2 +- .../desktop/ui/docks/cad_cross_section.py | 210 +++++++++++------- 3 files changed, 133 insertions(+), 80 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields_additional_input.py b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields_additional_input.py index fbb5fdb5e..a2d80bd7b 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields_additional_input.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields_additional_input.py @@ -309,6 +309,7 @@ "type": "combo", "choices": VALUES_RAILING_TYPE, "bind": "railing_type", + "on_change": "on_railing_type_changed", } ] }, diff --git a/src/osdagbridge/desktop/cad/irc5_geometry.py b/src/osdagbridge/desktop/cad/irc5_geometry.py index cc846d6b9..323cd57d7 100644 --- a/src/osdagbridge/desktop/cad/irc5_geometry.py +++ b/src/osdagbridge/desktop/cad/irc5_geometry.py @@ -59,7 +59,7 @@ def get_geometry(railing_type: str) -> dict: return { "type": "steel", "height": 1100, - "post_dia": 50, + "post_dia": 100, "rail_count": 3, "post_spacing": 2000, } diff --git a/src/osdagbridge/desktop/ui/docks/cad_cross_section.py b/src/osdagbridge/desktop/ui/docks/cad_cross_section.py index c3a7dd7c5..c2f168dea 100644 --- a/src/osdagbridge/desktop/ui/docks/cad_cross_section.py +++ b/src/osdagbridge/desktop/ui/docks/cad_cross_section.py @@ -378,7 +378,6 @@ def resizeEvent(self, event): self._position_zoom_buttons() def update_params(self, params: dict): - self.params.update(params) self.show_dimensions = True @@ -815,6 +814,135 @@ def draw_median(self, painter, median_start_x, median_end_x, deck_top_y, scale, elif geo["type"] == "metallic": self.draw_metallic_median(painter, median_start_x, median_end_x, deck_top_y, scale, median_color, geo) + def draw_railing(self, painter, x, y, scale, side): + """Dispatcher for different railing types based on IRC 5 geometry""" + geo = RailingGeometry.get_geometry(self.railing_type) + if not geo: + # Fallback to existing RCC railing if type is not recognized + return self.draw_rcc_railing(painter, x, y, scale, side) + + if geo["type"] == "rcc": + return self.draw_rcc_railing(painter, x, y, scale, side, geo) + elif geo["type"] == "steel": + return self.draw_steel_railing(painter, x, y, scale, side, geo) + + return self.draw_rcc_railing(painter, x, y, scale, side) + + def draw_rcc_railing(self, painter, x, y, scale, side, geo=None): + """Draw RCC railing with exact dimensions: + - Height: 1100 mm + - Outer width: 375 mm + - Inner spacing: 275 mm + - Base thickness: 100 mm + """ + RAILING_HEIGHT_MM = geo.get("height", 1100) if geo else 1100 + OUTER_WIDTH_MM = 375 + INNER_SPACING_MM = 275 + BASE_THICKNESS_MM = 100 + + wall_thickness_mm = (OUTER_WIDTH_MM - INNER_SPACING_MM) / 2 + + total_h = RAILING_HEIGHT_MM * scale + outer_w = max(4, OUTER_WIDTH_MM * scale) + inner_w = max(2, INNER_SPACING_MM * scale) + base_h = max(3, BASE_THICKNESS_MM * scale) + wall_t = max(1, wall_thickness_mm * scale) + + post_h = total_h - base_h + + rect_x = x + base_top_y = y - base_h + post_top_y = y - total_h + + corner_radius = min(outer_w * 0.05, 4) + + painter.setBrush(QBrush(QColor(126,126,126) )) + painter.setPen(QPen(QColor(34, 34, 34), max(1.5, scale * 2))) + base_rect = QRectF(rect_x, base_top_y, outer_w, base_h) + painter.drawRect(base_rect) + + painter.setBrush(QBrush(QColor(126,126,126) )) + painter.setPen(QPen(QColor(34, 34, 34), max(1.5, scale * 2))) + post_rect = QRectF(rect_x, post_top_y, outer_w, post_h) + painter.drawRoundedRect(post_rect, corner_radius, corner_radius) + + inner_x = rect_x + wall_t + inner_top_margin = post_h * 0.08 + inner_bottom_margin = post_h * 0.05 + inner_height = post_h - inner_top_margin - inner_bottom_margin + + if inner_w > 3 and inner_height > 5: + painter.setBrush(QBrush(QColor(220, 220, 220))) + painter.setPen(QPen(QColor(120, 120, 120), max(1, scale))) + + inner_rect = QRectF(inner_x, post_top_y + inner_top_margin, inner_w, inner_height) + painter.drawRoundedRect(inner_rect, corner_radius * 0.5, corner_radius * 0.5) + + n_rails = 4 + rail_spacing = inner_height / (n_rails + 1) + rail_height = max(2, 3 * scale) + + painter.setBrush(QBrush(QColor(180, 180, 180))) + painter.setPen(QPen(QColor(100, 100, 100), max(0.5, scale * 0.5))) + + for i in range(1, n_rails + 1): + rail_y = post_top_y + inner_top_margin + i * rail_spacing - rail_height/2 + rail_rect = QRectF(inner_x + 2, rail_y, inner_w - 4, rail_height) + painter.drawRect(rail_rect) + + return (rect_x, post_top_y, rect_x + outer_w, y, outer_w) + + def draw_steel_railing(self, painter, x, y, scale, side, geo): + """Draw Steel railing with: + - Concrete base: 100mm height, 375mm width + - Steel posts: 150mm x 150mm + - Steel rails: 40mm x 40mm (Top and Mid) + """ + RAILING_HEIGHT_MM = geo.get("height", 1100) + BASE_HEIGHT_MM = 100 + BASE_WIDTH_MM = 375 + POST_SIZE_MM = 150 + RAIL_SIZE_MM = 20 + + total_h = RAILING_HEIGHT_MM * scale + base_h = max(3, BASE_HEIGHT_MM * scale) + base_w = max(4, BASE_WIDTH_MM * scale) + post_size = max(2, POST_SIZE_MM * scale) + rail_size = max(1, RAIL_SIZE_MM * scale) + + rect_x = x + base_top_y = y - base_h + railing_top_y = y - total_h + + # 1. Concrete Base + painter.setBrush(QBrush(QColor(126, 126, 126))) + painter.setPen(QPen(QColor(34, 34, 34), max(1.5, scale * 2))) + base_rect = QRectF(rect_x, base_top_y, base_w, base_h) + painter.drawRect(base_rect) + + # 2. Steel Post (center aligned on base in cross-section) + post_x = rect_x + (base_w - post_size) / 2 + post_h = total_h - base_h + + painter.setBrush(QBrush(QColor(100, 100, 100))) # Darker grey for steel + painter.setPen(QPen(QColor(30, 30, 30), max(1.5, scale * 2))) + post_rect = QRectF(post_x, railing_top_y, post_size, post_h) + painter.drawRect(post_rect) + + # 3. Rails + # Top Rail (positioned relative to total railing height) + top_rail_y = railing_top_y + rail_size # Slightly down from very top + top_rail_rect = QRectF(post_x, top_rail_y, post_size, rail_size) + painter.setBrush(QBrush(QColor(80, 80, 80))) + painter.drawRect(top_rail_rect) + + # Mid Rail + mid_rail_y = base_top_y - (post_h * 0.5) - rail_size / 2 + mid_rail_rect = QRectF(post_x, mid_rail_y, post_size, rail_size) + painter.drawRect(mid_rail_rect) + + return (rect_x, railing_top_y, rect_x + base_w, y, base_w) + def draw_raised_kerb_median(self, painter, median_start_x, median_end_x, deck_top_y, scale, median_color, geo): """Draw Raised Kerb median (trapezoid shape)""" h = geo.get("kerb_height", 225) * scale @@ -1507,11 +1635,11 @@ def draw_cross_section(self, painter): if fp_config in ['left', 'both'] and left_fp_width > 0: railing_x = deck_left_x - left_railing_rect = self.draw_railing_post_fixed(painter, railing_x, fp_top_y, scale, "left") + left_railing_rect = self.draw_railing(painter, railing_x, fp_top_y, scale, "left") if fp_config in ['right', 'both'] and right_fp_width > 0: railing_x = deck_right_x - railing_outer_width_px - right_railing_rect = self.draw_railing_post_fixed(painter, railing_x, fp_top_y, scale, "right") + right_railing_rect = self.draw_railing(painter, railing_x, fp_top_y, scale, "right") # Draw crash barriers cb_y = deck_top_y # Left barrier: x is where it STARTS (left edge) @@ -1542,82 +1670,6 @@ def draw_cross_section(self, painter): - def draw_railing_post_fixed(self, painter, x, y, scale, side): - """Draw RCC railing with exact dimensions: - - Height: 1100 mm - - Outer width: 375 mm - - Inner spacing: 275 mm - - Base thickness: 100 mm - """ - RAILING_HEIGHT_MM = 1100 - OUTER_WIDTH_MM = 375 - INNER_SPACING_MM = 275 - BASE_THICKNESS_MM = 100 - - wall_thickness_mm = (OUTER_WIDTH_MM - INNER_SPACING_MM) / 2 - - total_h = RAILING_HEIGHT_MM * scale - outer_w = max(4, OUTER_WIDTH_MM * scale) - inner_w = max(2, INNER_SPACING_MM * scale) - base_h = max(3, BASE_THICKNESS_MM * scale) - wall_t = max(1, wall_thickness_mm * scale) - - post_h = total_h - base_h - - rect_x = x - base_bottom_y = y - base_top_y = y - base_h - post_top_y = y - total_h - - corner_radius = min(outer_w * 0.05, 4) - - painter.setBrush(QBrush(QColor(126,126,126) )) - - painter.setPen(QPen(QColor(34, 34, 34), max(1.5, scale * 2))) - base_rect = QRectF(rect_x, base_top_y, outer_w, base_h) - painter.drawRect(base_rect) - - painter.setBrush(QBrush(QColor(126,126,126) )) - - painter.setPen(QPen(QColor(34, 34, 34), max(1.5, scale * 2))) - post_rect = QRectF(rect_x, post_top_y, outer_w, post_h) - painter.drawRoundedRect(post_rect, corner_radius, corner_radius) - - inner_x = rect_x + wall_t - inner_top_margin = post_h * 0.08 - inner_bottom_margin = post_h * 0.05 - inner_height = post_h - inner_top_margin - inner_bottom_margin - - if inner_w > 3 and inner_height > 5: - painter.setBrush(QBrush(QColor(220, 220, 220))) - painter.setPen(QPen(QColor(120, 120, 120), max(1, scale))) - - inner_rect = QRectF(inner_x, post_top_y + inner_top_margin, inner_w, inner_height) - painter.drawRoundedRect(inner_rect, corner_radius * 0.5, corner_radius * 0.5) - - n_rails = 4 - rail_spacing = inner_height / (n_rails + 1) - rail_height = max(2, 3 * scale) - - painter.setBrush(QBrush(QColor(180, 180, 180))) - painter.setPen(QPen(QColor(100, 100, 100), max(0.5, scale * 0.5))) - - for i in range(1, n_rails + 1): - rail_y = post_top_y + inner_top_margin + i * rail_spacing - rail_height/2 - rail_rect = QRectF(inner_x + 2, rail_y, inner_w - 4, rail_height) - painter.drawRect(rail_rect) - - #painter.setPen(QPen(QColor(150, 150, 150), 1, Qt.DashLine)) - #painter.setBrush(Qt.NoBrush) - #outline_margin = 2 - #outline_rect = QRectF(rect_x - outline_margin, - #post_top_y - outline_margin, - #outer_w + 2 * outline_margin, - #total_h + 2 * outline_margin) - #painter.drawRoundedRect(outline_rect, corner_radius + 2, corner_radius + 2) - - # Return bounding box with actual outer width - return (rect_x, post_top_y, rect_x + outer_w, y, outer_w) def add_professional_cross_section_dimensions(self, painter, deck_left_x, deck_right_x, carriageway_start_x, carriageway_end_x, From 0f7ae9ba289c9de372e4062d9cade122d698064f Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Fri, 6 Mar 2026 02:47:50 +0530 Subject: [PATCH 092/225] Initialize Additional Inputs CAD preview using homepage CAD state - Pass initial CAD state from InputDock to AdditionalInputs - Sync TypicalSectionDetails preview with homepage cross-section - Fix footpath mapping (Single Side / Both Sides) - Add default median geometry when enabled - Minor debug prints and comments --- .../desktop/ui/dialogs/additional_inputs.py | 8 +++++-- .../dialogs/tabs/typical_section_details.py | 8 ++++++- .../desktop/ui/docks/cad_cross_section.py | 1 + .../desktop/ui/docks/cad_dual_view.py | 21 +++++++++++++++++-- .../desktop/ui/docks/cad_top_view.py | 1 + .../desktop/ui/docks/input_dock.py | 14 ++++++++++++- 6 files changed, 47 insertions(+), 6 deletions(-) diff --git a/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py b/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py index 0ae7d0b54..bc1874921 100644 --- a/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py +++ b/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py @@ -37,7 +37,8 @@ class AdditionalInputs(QDialog): """Main dialog for Additional Inputs with tabbed interface""" - def __init__(self, footpath_value="None", carriageway_width=7.5, parent=None): + def __init__(self, footpath_value="None", carriageway_width=7.5, parent=None, initial_cad_state=None): + self._initial_cad_state = initial_cad_state or {} super().__init__(parent) self.setObjectName("AdditionalInputs") self.resize(1024, 720) @@ -221,7 +222,10 @@ def init_ui(self): self._last_top_tab_index = 0 # Sub-Tab 1: Typical Section Details - self.typical_section_tab = TypicalSectionDetailsTab(self.footpath_value, self.carriageway_width) + self.typical_section_tab = TypicalSectionDetailsTab( + self.footpath_value, self.carriageway_width, + initial_cad_state=self._initial_cad_state, + ) self.tabs.addTab(self.typical_section_tab, "Typical Section Details") # Sub-Tab 2: Member Properties diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py b/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py index 07b181a99..b01f0c1b9 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py @@ -87,7 +87,8 @@ class TypicalSectionDetailsTab(QWidget): footpath_changed = Signal(str) girder_count_changed = Signal(int) - def __init__(self, footpath_value="None", carriageway_width=7.5, parent=None): + def __init__(self, footpath_value="None", carriageway_width=7.5, parent=None, initial_cad_state=None): + self._initial_cad_state = initial_cad_state or {} super().__init__(parent) self.footpath_value = footpath_value self.carriageway_width = carriageway_width @@ -106,6 +107,9 @@ def __init__(self, footpath_value="None", carriageway_width=7.5, parent=None): "(NoOfFootpaths x RailingWidth)" ) self.init_ui() + # Apply homepage CAD state so the preview starts in sync + if self._initial_cad_state: + self.cad_preview.update_params(self._initial_cad_state) def style_input_field(self, field): apply_field_style(field) @@ -377,6 +381,8 @@ def _update_cad_preview(self): if params: self.cad_preview.update_params(params) + + print(f"params: {params}") def get_typical_section_params(self) -> dict: params = {} diff --git a/src/osdagbridge/desktop/ui/docks/cad_cross_section.py b/src/osdagbridge/desktop/ui/docks/cad_cross_section.py index c2f168dea..40cbb18a4 100644 --- a/src/osdagbridge/desktop/ui/docks/cad_cross_section.py +++ b/src/osdagbridge/desktop/ui/docks/cad_cross_section.py @@ -62,6 +62,7 @@ def __init__(self, parent=None): self._zoom_controls_setup = False # bridge parameters with default values (all in mm) + # These are the CAD state variables self.params = { 'span_length': 35000, 'num_girders': 4, diff --git a/src/osdagbridge/desktop/ui/docks/cad_dual_view.py b/src/osdagbridge/desktop/ui/docks/cad_dual_view.py index 1751b3d9e..da9ac1a96 100644 --- a/src/osdagbridge/desktop/ui/docks/cad_dual_view.py +++ b/src/osdagbridge/desktop/ui/docks/cad_dual_view.py @@ -257,9 +257,9 @@ def update_from_osdag_inputs(self, input_dict): footpath_value = input_dict[KEY_FOOTPATH] if footpath_value == "None": params['footpath_config'] = 'none' - elif footpath_value == "Single Sided": + elif footpath_value == "Single Side": params['footpath_config'] = 'left' - elif footpath_value == "Both": + elif footpath_value == "Both Sides": params['footpath_config'] = 'both' # Map cross bracing spacing (meters to mm) @@ -269,10 +269,27 @@ def update_from_osdag_inputs(self, input_dict): # Map median present if KEY_INCLUDE_MEDIAN in input_dict: params['median_present'] = bool(input_dict[KEY_INCLUDE_MEDIAN]) + # When enabling median from homepage and no median_type was set yet, + # provide a sensible default so the CAD can draw a shape. + if params['median_present'] and 'median_type' not in input_dict: + default_type = "IRC 5 - Raised Kerb" + params['median_type'] = default_type + geom = MedianGeometry.get_geometry(default_type) + if geom: + if "median_width" in geom: + params["median_width"] = geom["median_width"] + if "kerb_height" in geom: + params["median_height"] = geom["kerb_height"] + elif "barrier_height" in geom: + params["median_height"] = geom["barrier_height"] + + print(f"@@{params}") # Update both widgets with same parameters self.cross_section_widget.update_params(params) self.top_view_widget.update_params(params) + + def update_specific_param(self, param_key, value): """ diff --git a/src/osdagbridge/desktop/ui/docks/cad_top_view.py b/src/osdagbridge/desktop/ui/docks/cad_top_view.py index cb96f30be..7edba4749 100644 --- a/src/osdagbridge/desktop/ui/docks/cad_top_view.py +++ b/src/osdagbridge/desktop/ui/docks/cad_top_view.py @@ -47,6 +47,7 @@ def __init__(self, parent=None): self.scroll_area = None # bridge parameters with default values (all in mm) + # These are the CAD state variables self.params = { 'span_length': 35000, 'num_girders': 4, diff --git a/src/osdagbridge/desktop/ui/docks/input_dock.py b/src/osdagbridge/desktop/ui/docks/input_dock.py index 4fdd3cc54..c07e9aa5b 100644 --- a/src/osdagbridge/desktop/ui/docks/input_dock.py +++ b/src/osdagbridge/desktop/ui/docks/input_dock.py @@ -288,6 +288,8 @@ def get_numeric_value(widget): # Merge values from Additional Inputs dialog if they exist if hasattr(self, 'additional_input_values') and self.additional_input_values: input_values.update(self.additional_input_values) + + print(f"input_values: {input_values}") return input_values @@ -749,7 +751,15 @@ def _show_additional_inputs_dialog(self, target_tab_name=None): if not hasattr(self, "_additional_inputs_saved_data"): self._additional_inputs_saved_data = {} - self.additional_inputs = AdditionalInputs(footpath_value, carriageway_width) + # Grab homepage CAD state so dialog preview starts in sync + initial_cad_state = {} + try: + if hasattr(self.parent, 'cad_comp_widget'): + initial_cad_state = dict(self.parent.cad_comp_widget.cross_section_widget.params) + except Exception: + pass + + self.additional_inputs = AdditionalInputs(footpath_value, carriageway_width, initial_cad_state=initial_cad_state) self.additional_inputs_widget = self.additional_inputs # Propagate project location data to additional inputs (for Temperature Load etc) @@ -1482,6 +1492,8 @@ def on_footpath_changed(self, footpath_value): if self.additional_inputs and self.additional_inputs.isVisible(): if hasattr(self, 'additional_inputs_widget'): self.additional_inputs_widget.update_footpath_value(footpath_value) + # Notify CAD so the homepage cross-section updates immediately + self.emit_value_changed() def on_include_median_changed(self, _value): self._update_carriageway_placeholder() From 965b7b09dbe58bede7f2f3b6074a6d049533c4d2 Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Fri, 6 Mar 2026 20:30:20 +0530 Subject: [PATCH 093/225] Fix race condition when closing AdditionalInputs dialog by keeping a local dialog reference --- .../ui/dialogs/tabs/typical_section_details.py | 4 +++- .../desktop/ui/docks/cad_cross_section.py | 4 ++-- src/osdagbridge/desktop/ui/docks/input_dock.py | 16 +++++++++++----- 3 files changed, 16 insertions(+), 8 deletions(-) diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py b/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py index b01f0c1b9..742e4ace2 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py @@ -324,7 +324,7 @@ def _update_cad_preview(self): params = {} if hasattr(self, "no_of_girders") and self.no_of_girders.text(): - params['num_girders'] = int(float(self.no_of_girders.text())) + params['num_girders'] = int(self.no_of_girders.text()) if hasattr(self, "girder_spacing") and self.girder_spacing.text(): params['girder_spacing'] = float(self.girder_spacing.text()) * 1000 @@ -382,6 +382,8 @@ def _update_cad_preview(self): if params: self.cad_preview.update_params(params) + + print(f"params: {params}") def get_typical_section_params(self) -> dict: diff --git a/src/osdagbridge/desktop/ui/docks/cad_cross_section.py b/src/osdagbridge/desktop/ui/docks/cad_cross_section.py index 40cbb18a4..82449604f 100644 --- a/src/osdagbridge/desktop/ui/docks/cad_cross_section.py +++ b/src/osdagbridge/desktop/ui/docks/cad_cross_section.py @@ -382,8 +382,8 @@ def update_params(self, params: dict): self.params.update(params) self.show_dimensions = True - if "crash_barrier_geometry" in params: - self.crash_barrier_params = params["crash_barrier_geometry"] + # if "crash_barrier_geometry" in params: + # self.crash_barrier_params = params["crash_barrier_geometry"] # Store crash barrier type so draw_crash_barrier() can dispatch on it if "crash_barrier_type" in params: diff --git a/src/osdagbridge/desktop/ui/docks/input_dock.py b/src/osdagbridge/desktop/ui/docks/input_dock.py index c07e9aa5b..f0e8413ef 100644 --- a/src/osdagbridge/desktop/ui/docks/input_dock.py +++ b/src/osdagbridge/desktop/ui/docks/input_dock.py @@ -761,21 +761,27 @@ def _show_additional_inputs_dialog(self, target_tab_name=None): self.additional_inputs = AdditionalInputs(footpath_value, carriageway_width, initial_cad_state=initial_cad_state) self.additional_inputs_widget = self.additional_inputs + + dialog = AdditionalInputs(footpath_value, carriageway_width, initial_cad_state=initial_cad_state) + + self.additional_inputs = dialog + self.additional_inputs_widget = dialog # Propagate project location data to additional inputs (for Temperature Load etc) location_data = self.backend.get_input_value(KEY_PROJECT_LOCATION) if hasattr(self.backend, "get_input_value") else None if location_data and hasattr(self.additional_inputs, 'update_project_location'): self.additional_inputs.update_project_location(location_data) + # Restore previously saved dialog state (includes stiffener details). if isinstance(getattr(self, "_additional_inputs_saved_data", None), dict) and self._additional_inputs_saved_data: try: - self.additional_inputs.set_properties_data(self._additional_inputs_saved_data) + dialog.set_properties_data(self._additional_inputs_saved_data) except Exception: pass try: - self.additional_inputs.set_member_properties_design_mode(self._get_basic_design_mode()) + dialog.set_member_properties_design_mode(self._get_basic_design_mode()) except Exception: pass @@ -791,16 +797,16 @@ def _show_additional_inputs_dialog(self, target_tab_name=None): # Capture state when dialog closes. try: - self.additional_inputs.finished.connect(self._handle_additional_inputs_closed) + dialog.finished.connect(self._handle_additional_inputs_closed) except Exception: pass # Connect to accept signal to handle save - result = self.additional_inputs.exec_() + result = dialog.exec_() # If user clicked Save (accepted), get values and trigger update if result == AdditionalInputs.Accepted: - values = self.additional_inputs.get_all_values() + values = dialog.get_all_values() if values: # Merge with existing input values self.additional_input_values = values From ca132e28fd05971fae6f9e73bee82463a040abdc Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Mon, 9 Mar 2026 19:25:50 +0530 Subject: [PATCH 094/225] implement conditional dimension visibility and default labeling - Enable dimension labels by default on CAD initialization. - Introduce 'show_span_values' and 'show_carriageway_values' flags to hide numeric values until relevant inputs are provided. - Update cross-section and top view drawing logic to separate static labels from dynamic value strings. --- .../desktop/ui/docks/cad_cross_section.py | 80 ++++++++++++++----- .../desktop/ui/docks/cad_top_view.py | 40 +++++++--- 2 files changed, 89 insertions(+), 31 deletions(-) diff --git a/src/osdagbridge/desktop/ui/docks/cad_cross_section.py b/src/osdagbridge/desktop/ui/docks/cad_cross_section.py index 82449604f..2ee90100b 100644 --- a/src/osdagbridge/desktop/ui/docks/cad_cross_section.py +++ b/src/osdagbridge/desktop/ui/docks/cad_cross_section.py @@ -38,7 +38,9 @@ class CrossSectionCADWidget(QWidget): def __init__(self, parent=None): super().__init__(parent) - self.show_dimensions = False + self.show_dimensions = True + self.show_span_values = False + self.show_carriageway_values = False self.setMouseTracking(True) # enable mouse tracking for hover self.concrete_brush = self.create_concrete_brush() self.crash_barrier_params = {} @@ -380,21 +382,23 @@ def resizeEvent(self, event): def update_params(self, params: dict): self.params.update(params) - self.show_dimensions = True - # if "crash_barrier_geometry" in params: - # self.crash_barrier_params = params["crash_barrier_geometry"] + if "span_length" in params: + self.show_span_values = True + + if "carriageway_width" in params: + self.show_carriageway_values = True - # Store crash barrier type so draw_crash_barrier() can dispatch on it if "crash_barrier_type" in params: self.crash_barrier_type = params["crash_barrier_type"] - + if "railing_type" in params: self.railing_type = params["railing_type"] if "median_type" in params: self.median_type = params["median_type"] + self.show_dimensions = True self.update() def mouseMoveEvent(self, event): @@ -1198,7 +1202,7 @@ def draw_cross_section(self, painter): """Draw cross-section with median support and hover highlighting""" GIRDER_COLOR = QColor(179, 180, 160) # girder → dark olive-grey - STIFFENER_COLOR = QColor(79, 78, 70) # stiffener → very dark olive + STIFFENER_COLOR = QColor(150, 150, 150) CROSS_BRACING_COLOR = QColor(239, 240, 215) # cross bracing → light olive END_DIAPHRAGM_COLOR = QColor(134, 134, 100) BARRIER_GREY = QColor(221, 221, 221) # slightly dark grey @@ -1718,7 +1722,9 @@ def add_professional_cross_section_dimensions(self, painter, deck_left_x, deck_r ) mid_x = (deck_left_x + deck_right_x) / 2.0 - label_text = f"Overall Bridge Width = {total_width_m:.2f} m" + label_text = "Overall Bridge Width" + if self.show_carriageway_values: + label_text += f" = {total_width_m:.2f} m" font = QFont('Arial', 9, QFont.Bold) painter.setFont(font) @@ -1749,9 +1755,13 @@ def add_professional_cross_section_dimensions(self, painter, deck_left_x, deck_r fp_visible_m = round(fp_visible_mm / 1000.0, 2) if fp_visible_m > 0: + label_text = "Footpath Width" + if self.show_carriageway_values: + label_text += f" = {fp_visible_m:.2f} m" + self.draw_dimension_arrow(painter, fp_start_x, Y_TOP_COMMON, fp_end_x, Y_TOP_COMMON, - f"Footpath Width = {fp_visible_m:.2f} m", True, + label_text, True, extension_direction='down', extension_end_y=fp_top_y) @@ -1766,29 +1776,41 @@ def add_professional_cross_section_dimensions(self, painter, deck_left_x, deck_r cw_m = self.params['carriageway_width'] / 1000 # Left carriageway - starts exactly at left barrier visual end + label_cw = "Carriageway" + if self.show_carriageway_values: + label_cw += f" = {cw_m:.2f} m" + self.draw_dimension_arrow(painter, actual_cw_start, Y_TOP_COMMON, median_start_x, Y_TOP_COMMON, - f"Carriageway = {cw_m:.2f} m", True, + label_cw, True, extension_direction='down', extension_end_y=deck_top_y) # Median dimension median_m = median_width / 1000 + label_median = "Median" + if self.show_carriageway_values: + label_median += f" = {median_m:.2f} m" + self.draw_dimension_arrow(painter, median_start_x, Y_TOP_COMMON - 35, median_end_x, Y_TOP_COMMON - 35, - f"Median = {median_m:.2f} m", True, + label_median, True, extension_direction='down', extension_end_y=deck_top_y) # Right carriageway - ends exactly at right barrier visual start self.draw_dimension_arrow(painter, median_end_x, Y_TOP_COMMON, actual_cw_end, Y_TOP_COMMON, - f"Carriageway = {cw_m:.2f} m", True, + label_cw, True, extension_direction='down', extension_end_y=deck_top_y) else: # Single carriageway cw_m = self.params['carriageway_width'] / 1000 # From left barrier visual end to right barrier visual start + label_cw = "Carriageway Width" + if self.show_carriageway_values: + label_cw += f" = {cw_m:.2f} m" + self.draw_dimension_arrow(painter, actual_cw_start, Y_TOP_COMMON, actual_cw_end, Y_TOP_COMMON, - f"Carriageway Width = {cw_m:.2f} m", True, + label_cw, True, extension_direction='down', extension_end_y=deck_top_y) @@ -1801,9 +1823,13 @@ def add_professional_cross_section_dimensions(self, painter, deck_left_x, deck_r fp_visible_m = round(fp_visible_mm / 1000.0, 2) if fp_visible_m > 0: + label_fp = "Footpath Width" + if self.show_carriageway_values: + label_fp += f" = {fp_visible_m:.2f} m" + self.draw_dimension_arrow(painter, fp_start_x, Y_TOP_COMMON, fp_end_x, Y_TOP_COMMON, - f"Footpath Width = {fp_visible_m:.2f} m", True, + label_fp, True, extension_direction='down', extension_end_y=fp_top_y) @@ -1814,8 +1840,12 @@ def add_professional_cross_section_dimensions(self, painter, deck_left_x, deck_r if n > 0 and len(positions) > 0: first_girder_x = positions[0] overhang_m = self.params.get('deck_overhang', 1000) / 1000 + label_overhang = "Overhang" + if self.show_carriageway_values: + label_overhang += f" = {overhang_m:.2f} m" + self.draw_dimension_arrow(painter, deck_left_x, Y_BOTTOM_COMMON, first_girder_x, Y_BOTTOM_COMMON, - f"Overhang = {overhang_m:.2f} m", True, + label_overhang, True, extension_direction='up', extension_end_y=deck_bottom_y) @@ -1828,8 +1858,12 @@ def add_professional_cross_section_dimensions(self, painter, deck_left_x, deck_r x_right = positions[1] gs_m = self.params['girder_spacing'] / 1000 + label_gs = "Girder Spacing" + if self.show_carriageway_values: + label_gs += f" = {gs_m:.2f} m" + self.draw_dimension_arrow(painter, x_left, Y_BOTTOM_COMMON, x_right, Y_BOTTOM_COMMON, - f"Girder Spacing = {gs_m:.2f} m", True, + label_gs, True, extension_direction='up', extension_end_y=base_y) @@ -1838,13 +1872,19 @@ def add_professional_cross_section_dimensions(self, painter, deck_left_x, deck_r if fp_config in ['left', 'both'] and left_fp_width > 0 and fp_thick_px > 5: x_dim = deck_left_x - 8 + label_ft = "Footpath\nThickness" + if self.show_carriageway_values: + label_ft += f" = {fp_t_mm:.0f} mm" self.draw_vertical_dimension_with_arrow(painter, x_dim, fp_top_y, deck_bottom_y, - f"Footpath\nThickness = {fp_t_mm:.0f} mm", 'left') + label_ft, 'left') if fp_config == 'right' and right_fp_width > 0 and fp_thick_px > 5: x_dim = deck_right_x + 8 + label_ft = "Footpath\nThickness" + if self.show_carriageway_values: + label_ft += f" = {fp_t_mm:.0f} mm" self.draw_vertical_dimension_with_arrow(painter, x_dim, fp_top_y, deck_bottom_y, - f"Footpath\nThickness = {fp_t_mm:.0f} mm", 'right') + label_ft, 'right') # DECK THICKNESS DIMENSION - position adjusted for median deck_t_mm = self.params['deck_thickness'] @@ -1888,7 +1928,9 @@ def add_professional_cross_section_dimensions(self, painter, deck_left_x, deck_r QPointF(deck_center_x + tick_len, deck_bottom_y)) # Renamed to "Deck Thickness" - text = f"Deck Thickness = {deck_t_mm:.0f} mm" + text = "Deck Thickness" + if self.show_carriageway_values: + text += f" = {deck_t_mm:.0f} mm" font = QFont('Arial', 9, QFont.Bold) painter.setFont(font) metrics = painter.fontMetrics() diff --git a/src/osdagbridge/desktop/ui/docks/cad_top_view.py b/src/osdagbridge/desktop/ui/docks/cad_top_view.py index 7edba4749..e222269a1 100644 --- a/src/osdagbridge/desktop/ui/docks/cad_top_view.py +++ b/src/osdagbridge/desktop/ui/docks/cad_top_view.py @@ -30,7 +30,9 @@ class TopViewCADWidget(QWidget): def __init__(self, parent=None): super().__init__(parent) - self.show_dimensions = False + self.show_dimensions = True + self.show_span_values = False + self.show_carriageway_values = False self.setMouseTracking(True) # enable mouse tracking for hover # top view hover tracking @@ -341,13 +343,17 @@ def eventFilter(self, obj, event): self._position_zoom_buttons() return super().eventFilter(obj, event) - def update_params(self, params): + def update_params(self, params: dict): self.params.update(params) - # Show dimensions once user provides inputs - if params: - self.show_dimensions = True + # enable value display only when user edits inputs + if "span_length" in params: + self.show_span_values = True + if "carriageway_width" in params: + self.show_carriageway_values = True + + self.show_dimensions = True self.update() def mouseMoveEvent(self, event): @@ -1102,10 +1108,12 @@ def draw_skew_angle_indicator(self, painter, girder_start_x, girder_y, skew_rad, label_y = ref_y - label_radius * math.sin(label_angle_rad) # Format with explicit sign (+ or -) - showing ORIGINAL input value - if skew_deg >= 0: - angle_text = f"Skew = +{abs(skew_deg):.1f}°" - else: - angle_text = f"Skew = {skew_deg:.1f}°" + angle_text = "Skew" + if self.show_carriageway_values: + if skew_deg >= 0: + angle_text += f" = +{abs(skew_deg):.1f}°" + else: + angle_text += f" = {skew_deg:.1f}°" # Adjust label position based on skew direction if skew_deg > 0: @@ -1147,10 +1155,13 @@ def add_clean_top_view_dimensions(self, painter, girder_lines, girder_positions_ x1_span = last_girder['x1'] x2_span = last_girder['x2'] span_m = self.params['span_length'] / 1000 + label_span = "Span Length" + if self.show_span_values: + label_span += f" = {span_m:.1f} m" self.draw_dimension_arrow_with_extensions_up( painter, x1_span, dim_y1, x2_span, dim_y1, - f"Span Length = {span_m:.1f} m", last_girder_y + label_span, last_girder_y ) # BRACING SPACING dimension (always visible) @@ -1158,13 +1169,16 @@ def add_clean_top_view_dimensions(self, painter, girder_lines, girder_positions_ #dim_y2 = dim_y_base + 15 dim_y2 = dim_y_base + DIM_STACK_GAP cb_spacing_m = self.params['cross_bracing_spacing'] / 1000 + label_cb = "Bracing Spacing" + if self.show_span_values: + label_cb += f" = {cb_spacing_m:.2f} m" x1_brace = bracing_positions[0] + x_offset_last x2_brace = bracing_positions[1] + x_offset_last self.draw_dimension_arrow_with_extensions_up( painter, x1_brace, dim_y2, x2_brace, dim_y2, - f"Bracing Spacing = {cb_spacing_m:.2f} m", last_girder_y + label_cb, last_girder_y ) # GIRDER SPACING dimension (always visible) @@ -1191,7 +1205,9 @@ def add_clean_top_view_dimensions(self, painter, girder_lines, girder_positions_ LABEL_OFFSET = 14 # tweak 10–18 if needed label_y = (y1 + y2) / 2 + LABEL_OFFSET - label_text = f"Girder\nSpacing\n= {gs_m:.2f} m" + label_text = "Girder\nSpacing" + if self.show_carriageway_values: + label_text += f"\n= {gs_m:.2f} m" self.draw_text_with_background( painter, label_x, label_y, From 3cd174da2a28bdc6c6dc2bfa965c230e47e03dab Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Tue, 10 Mar 2026 02:45:21 +0530 Subject: [PATCH 095/225] synchronize initial CAD state and ensure safe startup - Reorder CustomWindow initialization to ensure 'cad state' is defined before UI setup - Call 'update_cad_from_inputs' during initialization to sync the default UI state --- src/osdagbridge/desktop/ui/dialogs/additional_inputs.py | 5 +---- src/osdagbridge/desktop/ui/docks/input_dock.py | 1 + src/osdagbridge/desktop/ui/template_page.py | 7 ++++++- 3 files changed, 8 insertions(+), 5 deletions(-) diff --git a/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py b/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py index bc1874921..14cc08b69 100644 --- a/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py +++ b/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py @@ -222,10 +222,7 @@ def init_ui(self): self._last_top_tab_index = 0 # Sub-Tab 1: Typical Section Details - self.typical_section_tab = TypicalSectionDetailsTab( - self.footpath_value, self.carriageway_width, - initial_cad_state=self._initial_cad_state, - ) + self.typical_section_tab = TypicalSectionDetailsTab(self.footpath_value, self.carriageway_width, initial_cad_state=self._initial_cad_state) self.tabs.addTab(self.typical_section_tab, "Typical Section Details") # Sub-Tab 2: Member Properties diff --git a/src/osdagbridge/desktop/ui/docks/input_dock.py b/src/osdagbridge/desktop/ui/docks/input_dock.py index f0e8413ef..cbf46ed1c 100644 --- a/src/osdagbridge/desktop/ui/docks/input_dock.py +++ b/src/osdagbridge/desktop/ui/docks/input_dock.py @@ -1,4 +1,5 @@ +from osdagbridge.core.utils.common import KEY_CARRIAGEWAY_WIDTH import sys import os import math diff --git a/src/osdagbridge/desktop/ui/template_page.py b/src/osdagbridge/desktop/ui/template_page.py index c127d37e2..c268ce782 100644 --- a/src/osdagbridge/desktop/ui/template_page.py +++ b/src/osdagbridge/desktop/ui/template_page.py @@ -91,10 +91,12 @@ def __init__(self, title: str, backend: object, parent=None): self.input_dock = None self.output_dock = None - self.init_ui() # Central CAD state (single source of truth) + # Must be initialized BEFORE init_ui because init_ui calls update_cad_from_inputs self.cad_state = {} + self.init_ui() + def _init_log_splitter_once(self): if self._log_splitter_initialized: @@ -276,6 +278,9 @@ def mousePressEvent(self, event): # Connect input dock changes to CAD widget for real-time updates self.setup_cad_connections() + + # Initial CAD update to sync with starting UI values (e.g., footpath=None) + self.update_cad_from_inputs() def setup_cad_connections(self): """Connect input dock field changes to CAD widget for real-time updates""" From 279daa3567846d343fc7b7ba7e15bf34af323ab4 Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Tue, 10 Mar 2026 23:23:29 +0530 Subject: [PATCH 096/225] Fix deck width and footpath layout by including railing width - Update default RCC railing width to 375 mm as per IRC - Correct deck width calculation to include railing width with footpaths - Fix cross-section layout to place footpath after railing - Update footpath dimension logic to show clear walking width - Make RCC railing geometry use configurable parameters - Align top-view and cross-section deck width calculations --- src/osdagbridge/core/utils/common.py | 2 +- src/osdagbridge/desktop/cad/irc5_geometry.py | 3 +- .../desktop/ui/docks/cad_cross_section.py | 118 +++++++++--------- .../desktop/ui/docks/cad_top_view.py | 21 +++- 4 files changed, 79 insertions(+), 65 deletions(-) diff --git a/src/osdagbridge/core/utils/common.py b/src/osdagbridge/core/utils/common.py index 2ec16dd19..f908be17c 100644 --- a/src/osdagbridge/core/utils/common.py +++ b/src/osdagbridge/core/utils/common.py @@ -255,7 +255,7 @@ DEFAULT_GIRDER_SPACING = 2.5 DEFAULT_DECK_OVERHANG = 1.0 DEFAULT_CRASH_BARRIER_WIDTH = 0.5 -DEFAULT_RAILING_WIDTH = 0.15 +DEFAULT_RAILING_WIDTH = 0.375 # IRC helper option constants KEY_VEHICLE = ["Class70R(W)", "Class70R(T)", "ClassA", "ClassB"] diff --git a/src/osdagbridge/desktop/cad/irc5_geometry.py b/src/osdagbridge/desktop/cad/irc5_geometry.py index 323cd57d7..5da71ab39 100644 --- a/src/osdagbridge/desktop/cad/irc5_geometry.py +++ b/src/osdagbridge/desktop/cad/irc5_geometry.py @@ -51,7 +51,7 @@ def get_geometry(railing_type: str) -> dict: return { "type": "rcc", "height": 1100, - "width": 275, + "width": 375, "post_spacing": 2000, } @@ -59,6 +59,7 @@ def get_geometry(railing_type: str) -> dict: return { "type": "steel", "height": 1100, + "width": 375, "post_dia": 100, "rail_count": 3, "post_spacing": 2000, diff --git a/src/osdagbridge/desktop/ui/docks/cad_cross_section.py b/src/osdagbridge/desktop/ui/docks/cad_cross_section.py index 2ee90100b..dae040767 100644 --- a/src/osdagbridge/desktop/ui/docks/cad_cross_section.py +++ b/src/osdagbridge/desktop/ui/docks/cad_cross_section.py @@ -79,7 +79,7 @@ def __init__(self, parent=None): 'railing_height': 1000, 'footpath_config': 'both', 'deck_overhang': 1000, - 'railing_width': 100, + 'railing_width': 375, 'median_present': False, 'median_width': 1200, } @@ -734,32 +734,27 @@ def draw_clean_leader_line(self, painter, target_x, target_y, label_x, label_y, QColor(255, 255, 255, 255), text_color, 9, True) def compute_deck_total_width(self): - """Compute total deck width including median if present""" + carriageway = self.params.get('carriageway_width', 10500) crash_barrier = self.params.get('crash_barrier_width', 500) footpath_width = self.params.get('footpath_width', 1500) fp_config = self.params.get('footpath_config', 'both') median_present = self.params.get('median_present', False) median_width = self.params.get('median_width', 1200) - - if fp_config == 'both': - num_fp = 2 - elif fp_config in ['left', 'right']: - num_fp = 1 - else: - num_fp = 0 - - # If median is present, we have full carriageway on each side - if median_present: - deck_total = (carriageway * 2 + # Full carriageway on each side - median_width + - 2 * crash_barrier + - num_fp * footpath_width) - else: - deck_total = (carriageway + - 2 * crash_barrier + - num_fp * footpath_width) - + railing_width = self.params.get('railing_width', 375) + + num_fp = {'both':2, 'left':1, 'right':1, 'none':0}.get(fp_config, 0) + + carriageway_total = carriageway * 2 if median_present else carriageway + median = median_width if median_present else 0 + + deck_total = ( + carriageway_total + + median + + 2 * crash_barrier + + num_fp * (footpath_width + railing_width) + ) + return deck_total, num_fp def create_concrete_brush(self): @@ -833,17 +828,13 @@ def draw_railing(self, painter, x, y, scale, side): return self.draw_rcc_railing(painter, x, y, scale, side) - def draw_rcc_railing(self, painter, x, y, scale, side, geo=None): - """Draw RCC railing with exact dimensions: - - Height: 1100 mm - - Outer width: 375 mm - - Inner spacing: 275 mm - - Base thickness: 100 mm - """ - RAILING_HEIGHT_MM = geo.get("height", 1100) if geo else 1100 - OUTER_WIDTH_MM = 375 - INNER_SPACING_MM = 275 - BASE_THICKNESS_MM = 100 + def draw_rcc_railing(self, painter, x_start, y_base, scale, side='left', geo=None): + """Draw standard RCC railing based on IRC diagrams""" + # Dimensions for RCC railing (mm) + OUTER_WIDTH_MM = self.params.get('railing_width', 375) + RAILING_HEIGHT_MM = self.params.get('railing_height', 1000) + INNER_SPACING_MM = 275 # Default for RCC + BASE_THICKNESS_MM = 100 # Default for RCC wall_thickness_mm = (OUTER_WIDTH_MM - INNER_SPACING_MM) / 2 @@ -855,9 +846,9 @@ def draw_rcc_railing(self, painter, x, y, scale, side, geo=None): post_h = total_h - base_h - rect_x = x - base_top_y = y - base_h - post_top_y = y - total_h + rect_x = x_start + base_top_y = y_base - base_h + post_top_y = y_base - total_h corner_radius = min(outer_w * 0.05, 4) @@ -895,7 +886,7 @@ def draw_rcc_railing(self, painter, x, y, scale, side, geo=None): rail_rect = QRectF(inner_x + 2, rail_y, inner_w - 4, rail_height) painter.drawRect(rail_rect) - return (rect_x, post_top_y, rect_x + outer_w, y, outer_w) + return (rect_x, post_top_y, rect_x + outer_w, y_base, outer_w) def draw_steel_railing(self, painter, x, y, scale, side, geo): """Draw Steel railing with: @@ -904,10 +895,10 @@ def draw_steel_railing(self, painter, x, y, scale, side, geo): - Steel rails: 40mm x 40mm (Top and Mid) """ RAILING_HEIGHT_MM = geo.get("height", 1100) - BASE_HEIGHT_MM = 100 - BASE_WIDTH_MM = 375 - POST_SIZE_MM = 150 - RAIL_SIZE_MM = 20 + BASE_HEIGHT_MM = geo.get("base_height", 100) + BASE_WIDTH_MM = geo.get("base_width", 375) + POST_SIZE_MM = geo.get("post_size", 150) + RAIL_SIZE_MM = geo.get("rail_size", 20) total_h = RAILING_HEIGHT_MM * scale base_h = max(3, BASE_HEIGHT_MM * scale) @@ -1272,20 +1263,27 @@ def draw_cross_section(self, painter): deck_right_x = deck_start_x + total_deck_width * scale # Calculate all widths in pixels + railing_width_px = self.params['railing_width'] * scale crash_barrier_width_px = self.params['crash_barrier_width'] * scale left_fp_width_px = left_fp_width * scale right_fp_width_px = right_fp_width * scale # LAYOUT FROM LEFT TO RIGHT - # 1. Left footpath starts at deck_left_x - left_fp_x = deck_left_x + left_railing_present = (fp_config in ['left', 'both']) + right_railing_present = (fp_config in ['right', 'both']) - # 2. Left crash barrier starts after left footpath + left_rail_w_px = railing_width_px if left_railing_present else 0 + right_rail_w_px = railing_width_px if right_railing_present else 0 + + # 1. Left footpath starts after left railing (if exists) + left_fp_x = deck_left_x + left_rail_w_px + + # 2. Left crash barrier starts after left footpath clear width left_barrier_x = left_fp_x + left_fp_width_px left_barrier_end_x = left_barrier_x + crash_barrier_width_px - # 3. Right footpath ends at deck_right_x - right_fp_x = deck_right_x - right_fp_width_px + # 3. Right footpath starts after right crash barrier and ends before right railing (if exists) + right_fp_x = deck_right_x - right_rail_w_px - right_fp_width_px # 4. Right crash barrier ENDS where right footpath STARTS right_barrier_end_x = right_fp_x @@ -1333,13 +1331,13 @@ def draw_cross_section(self, painter): max_allowed_x = deck_right_x - flange_half_px - 1 positions = [max(min_allowed_x, min(max_allowed_x, p)) for p in positions] - RAILING_OUTER_WIDTH_MM = 375 - railing_outer_width_px = RAILING_OUTER_WIDTH_MM * scale + # Draw deck slab + railing_outer_width_px = self.params.get('railing_width', 375) * scale railing_width_px = railing_outer_width_px # Draw deck slab - deck_slab_left = left_barrier_x - deck_slab_right = right_barrier_end_x + deck_slab_left = deck_left_x + deck_slab_right = deck_right_x # Check if deck is hovered (visible brightness) deck_hovered = (self.hovered_element == 'deck') @@ -1413,7 +1411,7 @@ def draw_cross_section(self, painter): ) self.cross_section_hover_zones.append((wc_hover_rect, 'wearing_course'))''' - # Register hover zone for deck + # Register hover zone for deck - full width deck_hover_rect = QRectF(deck_slab_left, deck_top_y, deck_slab_right - deck_slab_left, deck_thick_px) self.cross_section_hover_zones.append((deck_hover_rect, 'deck')) @@ -1433,10 +1431,11 @@ def draw_cross_section(self, painter): # making the line dashed if fp_config in ['left', 'both'] and left_fp_width > 0: - # Draw footpath fill only (no border) + # Draw footpath fill only SIT ON TOP of the main slab painter.setBrush(self.concrete_brush) painter.setPen(Qt.NoPen) + # sit one pixel higher or precisely on top y edge painter.drawRect(QRectF(left_fp_x, fp_top_y, left_fp_width_px, fp_thick_px)) @@ -1744,11 +1743,15 @@ def add_professional_cross_section_dimensions(self, painter, deck_left_x, deck_r ) # LEVEL 2: Footpath dimensions - #y_level2 = deck_top_y - 65 # Moved down more + left_railing_present = (fp_config in ['left', 'both']) + right_railing_present = (fp_config in ['right', 'both']) + left_rail_w_px = railing_width_px if left_railing_present else 0 + right_rail_w_px = railing_width_px if right_railing_present else 0 + Y_TOP_COMMON = deck_top_y - (3.2 * DIM_OFFSET) - if fp_config in ['left', 'both'] and left_fp_width > 0: - fp_start_x = deck_left_x + railing_width_px + if left_railing_present and left_fp_width > 0: + fp_start_x = deck_left_x + left_rail_w_px fp_end_x = left_barrier_x fp_visible_mm = (fp_end_x - fp_start_x) / scale fp_visible_mm = round(fp_visible_mm, 1) @@ -1766,8 +1769,7 @@ def add_professional_cross_section_dimensions(self, painter, deck_left_x, deck_r extension_end_y=fp_top_y) # LEVEL 2c: Carriageway/Median Dimensions - #y_level2c = deck_top_y - 35 # Moved down more - Y_TOP_COMMON = deck_top_y - (3.2 * DIM_OFFSET) + # Already defined above as Y_TOP_COMMON actual_cw_start = left_barrier_visual_end actual_cw_end = right_barrier_visual_start @@ -1815,9 +1817,9 @@ def add_professional_cross_section_dimensions(self, painter, deck_left_x, deck_r extension_end_y=deck_top_y) # Right footpath dimension - if fp_config in ['right', 'both'] and right_fp_width > 0: + if right_railing_present and right_fp_width > 0: fp_start_x = right_barrier_end_x - fp_end_x = deck_right_x - railing_width_px + fp_end_x = deck_right_x - right_rail_w_px fp_visible_mm = (fp_end_x - fp_start_x) / scale fp_visible_mm = round(fp_visible_mm, 1) diff --git a/src/osdagbridge/desktop/ui/docks/cad_top_view.py b/src/osdagbridge/desktop/ui/docks/cad_top_view.py index e222269a1..18d9fed2e 100644 --- a/src/osdagbridge/desktop/ui/docks/cad_top_view.py +++ b/src/osdagbridge/desktop/ui/docks/cad_top_view.py @@ -64,7 +64,7 @@ def __init__(self, parent=None): 'railing_height': 1000, 'footpath_config': 'both', 'deck_overhang': 1000, - 'railing_width': 100, + 'railing_width': 375, 'median_present': False, 'median_width': 1200, } @@ -661,24 +661,35 @@ def compute_deck_total_width(self): fp_config = self.params.get('footpath_config', 'both') median_present = self.params.get('median_present', False) median_width = self.params.get('median_width', 1200) + RAILING_WIDTH = 375 # Standard outer width of RCC railing in mm if fp_config == 'both': num_fp = 2 - elif fp_config in ['left', 'right']: - num_fp = 1 + elif fp_config in ['left', 'both']: + # Handle cases where config might be 'left' or 'right' + # Note: 'both' is already handled, 'left' or 'right' means 1 footpath + num_fp = 1 if fp_config in ['left', 'right'] else 0 else: num_fp = 0 + + # Re-evaluating num_fp for clarity + num_fp = 0 + if fp_config == 'both': + num_fp = 2 + elif fp_config in ['left', 'right']: + num_fp = 1 # If median is present, we have full carriageway on each side + # Footpath width is clear width, so we add railing width for each footpath if median_present: deck_total = (carriageway * 2 + # Full carriageway on each side median_width + 2 * crash_barrier + - num_fp * footpath_width) + num_fp * (footpath_width + RAILING_WIDTH)) else: deck_total = (carriageway + 2 * crash_barrier + - num_fp * footpath_width) + num_fp * (footpath_width + RAILING_WIDTH)) return deck_total, num_fp From f63d09190a57a9deb58e6ac2b4bba4f598a7aad5 Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Wed, 11 Mar 2026 04:00:59 +0530 Subject: [PATCH 097/225] Disable Railing and Median tabs in Additional Inputs dialog based on Input Dock selections - Railing tab disabled when Footpath = None - Median tab disabled when Include Median = No - Added helper to locate tabs by name to avoid fixed indices - Styled disabled tabs for better visual feedback - Fixed railing parameter mapping in CAD dual view --- .../desktop/ui/dialogs/additional_inputs.py | 40 +++++++++++++++++++ .../dialogs/tabs/typical_section_details.py | 5 +++ .../desktop/ui/docks/cad_dual_view.py | 4 +- .../desktop/ui/docks/input_dock.py | 6 +++ 4 files changed, 53 insertions(+), 2 deletions(-) diff --git a/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py b/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py index 14cc08b69..276cb3e73 100644 --- a/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py +++ b/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py @@ -684,6 +684,46 @@ def _build_sections_from_schema(self, parent_layout, sections, heading_style, la parent_layout.addLayout(grid) + + # 2D CAD functions for tab enabling and disabling inside the addition inputs dialog ---> starts here + # Tab visibility helpers + def _find_inner_tab_index(self, tab_widget, tab_name: str) -> int: + """Return the index of an inner tab by its label, or -1 if not found.""" + for i in range(tab_widget.count()): + if tab_widget.tabText(i).strip().lower() == tab_name.strip().lower(): + return i + return -1 + + def apply_tab_visibility(self, footpath_value: str, include_median: str) -> None: + """Disable inner sub-tabs based on the current Input Dock selections. + + Rules: + - Railing tab → disabled when footpath_value == "None" + (no footpath means no railing is needed) + - Median tab → disabled when include_median == "No" + (median excluded by the user) + + This method is called once right after the dialog is created, so the + disabled state is visible from the moment the user opens the dialog. + """ + inner_tabs = self.typical_section_tab.input_tabs + + # Railing tab + railing_index = self._find_inner_tab_index(inner_tabs, "Railing") + if railing_index >= 0: + railing_enabled = (footpath_value != "None") + inner_tabs.setTabEnabled(railing_index, railing_enabled) + + # Median tab + median_index = self._find_inner_tab_index(inner_tabs, "Median") + if median_index >= 0: + median_enabled = (include_median != "No") + inner_tabs.setTabEnabled(median_index, median_enabled) + + # 2D CAD functions for tab enabling and disabling inside the addition inputs dialog ---> ends here + + + def update_footpath_value(self, footpath_value): """Update footpath value across all tabs""" self.footpath_value = footpath_value diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py b/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py index 742e4ace2..b9716c16e 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py @@ -217,6 +217,11 @@ def init_ui(self): font-size: 11px; min-width: 80px; } + QTabBar::tab:disabled { + color: #bfbfbf; + background: #e6e6e6; + } + QTabBar::tab:last { border-right: 1px solid #b0b0b0; } diff --git a/src/osdagbridge/desktop/ui/docks/cad_dual_view.py b/src/osdagbridge/desktop/ui/docks/cad_dual_view.py index da9ac1a96..596082892 100644 --- a/src/osdagbridge/desktop/ui/docks/cad_dual_view.py +++ b/src/osdagbridge/desktop/ui/docks/cad_dual_view.py @@ -214,10 +214,10 @@ def update_from_osdag_inputs(self, input_dict): if geom: if "height" in geom: - params["railing_height"] = geom["height"] + params["railing_height"] = geom["railing_height"] if "width" in geom: - params["railing_width"] = geom["width"] + params["railing_width"] = geom["railing_width"] if "median_type" in input_dict: diff --git a/src/osdagbridge/desktop/ui/docks/input_dock.py b/src/osdagbridge/desktop/ui/docks/input_dock.py index cbf46ed1c..b1896342f 100644 --- a/src/osdagbridge/desktop/ui/docks/input_dock.py +++ b/src/osdagbridge/desktop/ui/docks/input_dock.py @@ -774,6 +774,12 @@ def _show_additional_inputs_dialog(self, target_tab_name=None): self.additional_inputs.update_project_location(location_data) + # Disable inner tabs based on current Input Dock selections. + # Railing tab is disabled when no footpath is selected. + # Median tab is disabled when median is not included. + include_median = self.include_median_combo.currentText() if self.include_median_combo else "Yes" + dialog.apply_tab_visibility(footpath_value, include_median) + # Restore previously saved dialog state (includes stiffener details). if isinstance(getattr(self, "_additional_inputs_saved_data", None), dict) and self._additional_inputs_saved_data: try: From 588022379bf46e4180a3a25bdfb2a1d2770d070b Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Thu, 12 Mar 2026 01:58:59 +0530 Subject: [PATCH 098/225] Improve cross-section CAD visualization and fix railing geometry parameter mapping --- .../desktop/ui/docks/cad_cross_section.py | 28 ++++++++++++------- .../desktop/ui/docks/cad_dual_view.py | 4 +-- 2 files changed, 20 insertions(+), 12 deletions(-) diff --git a/src/osdagbridge/desktop/ui/docks/cad_cross_section.py b/src/osdagbridge/desktop/ui/docks/cad_cross_section.py index dae040767..85cdf504f 100644 --- a/src/osdagbridge/desktop/ui/docks/cad_cross_section.py +++ b/src/osdagbridge/desktop/ui/docks/cad_cross_section.py @@ -24,15 +24,17 @@ class CrossSectionCADWidget(QWidget): """Widget for drawing bridge cross-section view""" # ===== SHARED CAD COLORS ===== - GIRDER_COLOR = QColor(179, 180, 160) - STIFFENER_COLOR = QColor(79, 78, 70) + GIRDER_COLOR = QColor(179, 180, 160) + STIFFENER_COLOR = QColor(79, 78, 70) CROSS_BRACING_COLOR = QColor(235, 236, 211) + RAILING_COLOR = QColor(210, 210, 210) + BARRIER_COLOR = QColor(210, 210, 210) + + END_DIAPHRAGM_COLOR = QColor(134, 134, 100) CONCRETE_COLOR = QColor(225, 225, 225) - BARRIER_COLOR = QColor(126, 126, 126) MEDIAN_COLOR = QColor(221, 221, 221) - RAILING_COLOR = QColor(126, 126, 126) BEARING_COLOR = QColor(255, 0, 0) @@ -920,7 +922,8 @@ def draw_steel_railing(self, painter, x, y, scale, side, geo): post_x = rect_x + (base_w - post_size) / 2 post_h = total_h - base_h - painter.setBrush(QBrush(QColor(100, 100, 100))) # Darker grey for steel + # Draw post outline only (no fill) so areas between rails are transparent + painter.setBrush(Qt.NoBrush) painter.setPen(QPen(QColor(30, 30, 30), max(1.5, scale * 2))) post_rect = QRectF(post_x, railing_top_y, post_size, post_h) painter.drawRect(post_rect) @@ -1192,14 +1195,19 @@ def draw_median_crash_barriers(self, painter, median_start_x, median_end_x, deck def draw_cross_section(self, painter): """Draw cross-section with median support and hover highlighting""" - GIRDER_COLOR = QColor(179, 180, 160) # girder → dark olive-grey - STIFFENER_COLOR = QColor(150, 150, 150) - CROSS_BRACING_COLOR = QColor(239, 240, 215) # cross bracing → light olive + GIRDER_COLOR = QColor(130, 130, 130) + STIFFENER_COLOR = QColor(210, 210, 205) + CROSS_BRACING_COLOR = QColor(250, 240, 211) + RAILING_COLOR = QColor(225, 225, 225) + BARRIER_COLOR = QColor(225, 225, 225) + + + MEDIAN_GREY = QColor(221, 221, 221) + CONCRETE_COLOR = QColor(225, 225, 225) + END_DIAPHRAGM_COLOR = QColor(134, 134, 100) BARRIER_GREY = QColor(221, 221, 221) # slightly dark grey RAILING_GREY = QColor(221, 221, 221) - MEDIAN_GREY = QColor(221, 221, 221) - CONCRETE_COLOR = QColor(225, 225, 225) base_width = 800 base_height = 400 diff --git a/src/osdagbridge/desktop/ui/docks/cad_dual_view.py b/src/osdagbridge/desktop/ui/docks/cad_dual_view.py index 596082892..da9ac1a96 100644 --- a/src/osdagbridge/desktop/ui/docks/cad_dual_view.py +++ b/src/osdagbridge/desktop/ui/docks/cad_dual_view.py @@ -214,10 +214,10 @@ def update_from_osdag_inputs(self, input_dict): if geom: if "height" in geom: - params["railing_height"] = geom["railing_height"] + params["railing_height"] = geom["height"] if "width" in geom: - params["railing_width"] = geom["railing_width"] + params["railing_width"] = geom["width"] if "median_type" in input_dict: From 1699bfb89b5d9103a887ec7d460f0fa47931e852 Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Thu, 12 Mar 2026 05:46:52 +0530 Subject: [PATCH 099/225] Improve CAD preview scaling, centering, and dimension layout in cross-section and top view - Fix dialog preview sizing by reducing CrossSectionCADWidget minimum height - Add automatic centering after widget show using QTimer + zoom_reset - Adjust base canvas sizes for better layout consistency - Improve dimension placement for overhang, girder spacing, and overall width - Reorder top-view dimensions (Bracing Spacing above Span Length) - Increase dimension stack spacing and line thickness for clarity - Prevent dimension text from covering dimension lines --- .../dialogs/tabs/typical_section_details.py | 2 +- .../desktop/ui/docks/cad_cross_section.py | 87 +++++++++++-------- .../desktop/ui/docks/cad_top_view.py | 60 +++++++------ 3 files changed, 87 insertions(+), 62 deletions(-) diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py b/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py index b9716c16e..f8e6a069c 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py @@ -184,7 +184,7 @@ def init_ui(self): self.cad_preview = CrossSectionCADWidget() self.cad_preview.scale_factor = 0.85 - self.cad_preview.setMinimumHeight(400) + self.cad_preview.setMinimumHeight(90) # Allows layout to fit it smoothly without scrollbars cad_scroll.setWidget(self.cad_preview) diagram_layout.addWidget(cad_scroll) diff --git a/src/osdagbridge/desktop/ui/docks/cad_cross_section.py b/src/osdagbridge/desktop/ui/docks/cad_cross_section.py index 85cdf504f..097d18c64 100644 --- a/src/osdagbridge/desktop/ui/docks/cad_cross_section.py +++ b/src/osdagbridge/desktop/ui/docks/cad_cross_section.py @@ -252,16 +252,16 @@ def eventFilter(self, obj, event): def showEvent(self, event): - """Setup zoom controls on first show""" + """Standardize size and center after widget is shown""" super().showEvent(event) - if not self._zoom_controls_setup: - self._zoom_controls_setup = True - # Check if this is a preview - is_preview = self.scale_factor < 1.0 if hasattr(self, 'scale_factor') else False - # Only show zoom buttons if NOT a preview - if not is_preview and hasattr(self, 'zoom_in_btn'): - # Position buttons immediately - self._position_zoom_buttons() + # Check if this is a preview + is_preview = self.scale_factor < 1.0 if hasattr(self, 'scale_factor') else False + # Only show zoom buttons and center if NOT a preview + if not is_preview: + # Position zoom buttons + self._position_zoom_buttons() + # Single-shot timer to center after layout is complete + QTimer.singleShot(200, self.zoom_reset) def zoom_in(self): """Zoom in while keeping view centered""" @@ -368,8 +368,16 @@ def _set_scroll_center(self, old_center, zoom_ratio): def _update_widget_size(self): """Update widget size based on zoom level for proper scrolling""" - base_width = 800 - base_height = 600 + # Check if this is a preview + is_preview = self.scale_factor < 1.0 if hasattr(self, 'scale_factor') else False + + if is_preview: + # For dialog previews, don't force a large minimum size + # The preview widget will conform to the dialog's layout + return + + base_width = 1200 + base_height = 800 # Add extra padding (20%) to ensure scrollbar reaches beyond content padding_factor = 1.2 new_width = int(base_width * self.zoom_level * padding_factor) @@ -654,7 +662,7 @@ def draw_dimension_arrow_text_outside(self, painter, x1, y1, x2, y2, text, horiz text_width = metrics.boundingRect(text).width() self.draw_text_with_background(painter, text_x - text_width/2, text_y, text, - QColor(255, 255, 255, 255), QColor(0, 0, 0), 9, True) + QColor(255, 255, 255, 255), QColor(0, 0, 0), 9, False) else: painter.drawLine(QPointF(x1 - ext_len, y1), QPointF(x1 + ext_len, y1)) painter.drawLine(QPointF(x2 - ext_len, y2), QPointF(x2 + ext_len, y2)) @@ -680,7 +688,7 @@ def draw_dimension_arrow_text_outside(self, painter, x1, y1, x2, y2, text, horiz text_x = x1 + text_offset self.draw_text_with_background(painter, text_x, text_y, text, - QColor(255, 255, 255, 255), QColor(0, 0, 0), 9, True) + QColor(255, 255, 255, 255), QColor(0, 0, 0), 9, False) def draw_leader_arrow(self, painter, from_x, from_y, to_x, to_y, text, bg_color=QColor(255, 255, 255, 250), text_color=QColor(0, 0, 0)): """a leader line with arrow pointing to component""" @@ -1209,11 +1217,17 @@ def draw_cross_section(self, painter): BARRIER_GREY = QColor(221, 221, 221) # slightly dark grey RAILING_GREY = QColor(221, 221, 221) - base_width = 800 - base_height = 400 - - width = base_width * self.zoom_level - height = base_height * self.zoom_level + is_preview = self.scale_factor < 1.0 if hasattr(self, 'scale_factor') else False + + if is_preview: + # Fit inside the actual widget dimensions for the dialog preview + width = self.width() + height = self.height() + else: + base_width = 1200 + base_height = 800 + width = base_width * self.zoom_level + height = base_height * self.zoom_level fp_config = self.params.get('footpath_config', 'both') left_fp_width = self.params['footpath_width'] if fp_config in ['left', 'both'] else 0 @@ -1222,11 +1236,15 @@ def draw_cross_section(self, painter): total_deck_width, num_fp = self.compute_deck_total_width() # Reduced margins for better space utilization - margin = 80 - scale = min((width - 2*margin) / total_deck_width, - (height - 2*margin - 80) / (self.girder['depth'] * self.girder_visual_scale['depth'] + + margin_x = 10 if is_preview else 80 + margin_y = 10 if is_preview else 80 + + scale_x = (width - 2 * margin_x) / total_deck_width + scale_y = (height - 2 * margin_y - (40 if is_preview else 80)) / (self.girder['depth'] * self.girder_visual_scale['depth'] + self.params['deck_thickness'] + - self.params['footpath_thickness'] + 1500)) + self.params['footpath_thickness'] + 1500) + + scale = min(scale_x, scale_y) # Apply scale factor for size adjustment (zoom_level already applied to width/height) scale = scale * self.scale_factor @@ -1242,12 +1260,12 @@ def draw_cross_section(self, painter): self.crash_barrier['height'] * scale + self.railing['height'] * scale) - # Ensure proper positioning - use margin from top instead of centering for small heights - top_margin = 20 - if height < 300: # For small heights (like Additional Inputs), position from top - base_y = height - top_margin + # Ensure proper positioning + if is_preview: + # Perfectly center within the preview height, slightly shifted up for bottom labels + base_y = (height + total_bridge_height) / 2 - 20 else: - base_y = (height + total_bridge_height) / 2 - 30 + base_y = (height + total_bridge_height) / 2 - 70 girder_depth_visual = self.girder['depth'] * scale * self.girder_visual_scale['depth'] girder_top_y = base_y - girder_depth_visual @@ -1714,9 +1732,10 @@ def add_professional_cross_section_dimensions(self, painter, deck_left_x, deck_r # Right barrier ENDS at right_barrier_end_x and extends LEFT by crash_barrier_visual_px right_barrier_visual_start = right_barrier_end_x - crash_barrier_visual_px - # LEVEL 1: Overall Bridge Width - #y_level1 = deck_top_y - 115 - Y_OVERALL = base_y + 55 + # DIMENSION LEVELS (Bottom) + Y_OVERHANG = base_y + 35 + Y_GIRDER_SPACING = base_y + 70 + Y_OVERALL = base_y + 105 total_width_m = (deck_right_x - deck_left_x) / scale / 1000.0 self.draw_dimension_arrow( @@ -1854,25 +1873,21 @@ def add_professional_cross_section_dimensions(self, painter, deck_left_x, deck_r if self.show_carriageway_values: label_overhang += f" = {overhang_m:.2f} m" - self.draw_dimension_arrow(painter, deck_left_x, Y_BOTTOM_COMMON, first_girder_x, Y_BOTTOM_COMMON, + self.draw_dimension_arrow(painter, deck_left_x, Y_OVERHANG, first_girder_x, Y_OVERHANG, label_overhang, True, extension_direction='up', extension_end_y=deck_bottom_y) # Girder spacing if n > 1 and len(positions) >= 2: - #y_level4 = base_y + 60 # Moved up - Y_BOTTOM_COMMON = base_y + (1.2 * DIM_OFFSET) - x_left = positions[0] x_right = positions[1] - gs_m = self.params['girder_spacing'] / 1000 label_gs = "Girder Spacing" if self.show_carriageway_values: label_gs += f" = {gs_m:.2f} m" - self.draw_dimension_arrow(painter, x_left, Y_BOTTOM_COMMON, x_right, Y_BOTTOM_COMMON, + self.draw_dimension_arrow(painter, x_left, Y_GIRDER_SPACING, x_right, Y_GIRDER_SPACING, label_gs, True, extension_direction='up', extension_end_y=base_y) diff --git a/src/osdagbridge/desktop/ui/docks/cad_top_view.py b/src/osdagbridge/desktop/ui/docks/cad_top_view.py index 18d9fed2e..0c4c76538 100644 --- a/src/osdagbridge/desktop/ui/docks/cad_top_view.py +++ b/src/osdagbridge/desktop/ui/docks/cad_top_view.py @@ -6,7 +6,7 @@ import math from PySide6.QtWidgets import QWidget, QPushButton, QScrollArea -from PySide6.QtCore import Qt, QRectF, QPointF +from PySide6.QtCore import Qt, QRectF, QPointF, QTimer from PySide6.QtGui import QPainter, QPen, QColor, QFont, QBrush, QPolygonF from .cad_cross_section import CrossSectionCADWidget @@ -21,7 +21,7 @@ BEARING_HIGHLIGHT = CAD_HOVER_GREY # ---- Dimension text spacing (CAD standard) ---- DIM_TEXT_GAP = 15 # distance from dimension line to text -DIM_STACK_GAP = 15 # vertical gap between stacked dimensions +DIM_STACK_GAP = 28 # vertical gap between stacked dimensions LEADER_TEXT_OFFSET = 25 # leader label distance @@ -164,6 +164,14 @@ def setup_zoom_controls(self): # Set minimum size for visibility (reduced for better shrinking) self.setMinimumSize(400, 300) + + def showEvent(self, event): + """Standardize size and center after widget is shown""" + super().showEvent(event) + # Position zoom buttons + self._position_zoom_buttons() + # Single-shot timer to center after layout is complete + QTimer.singleShot(200, self.zoom_reset) def zoom_in(self): """Zoom in while keeping view centered""" @@ -791,8 +799,8 @@ def draw_top_view(self, painter): BEARING_HIGHLIGHT = CAD_HOVER_GREY # Use base canvas dimensions for consistent drawing regardless of zoom - width = 800 * self.zoom_level - height = 600 * self.zoom_level + width = 900 * self.zoom_level + height = 750 * self.zoom_level # Reduced margins for better space utilization in split view margin = 60 @@ -1161,24 +1169,9 @@ def add_clean_top_view_dimensions(self, painter, girder_lines, girder_positions_ #dim_y_base = last_girder_y + 50 dim_y_base = last_girder_y + 28 - # SPAN LENGTH dimension (always visible) + # BRACING SPACING dimension (closer to bridge) dim_y1 = dim_y_base - x1_span = last_girder['x1'] - x2_span = last_girder['x2'] - span_m = self.params['span_length'] / 1000 - label_span = "Span Length" - if self.show_span_values: - label_span += f" = {span_m:.1f} m" - - self.draw_dimension_arrow_with_extensions_up( - painter, x1_span, dim_y1, x2_span, dim_y1, - label_span, last_girder_y - ) - - # BRACING SPACING dimension (always visible) if self.params['cross_bracing_spacing'] > 0 and len(bracing_positions) > 1: - #dim_y2 = dim_y_base + 15 - dim_y2 = dim_y_base + DIM_STACK_GAP cb_spacing_m = self.params['cross_bracing_spacing'] / 1000 label_cb = "Bracing Spacing" if self.show_span_values: @@ -1188,9 +1181,26 @@ def add_clean_top_view_dimensions(self, painter, girder_lines, girder_positions_ x2_brace = bracing_positions[1] + x_offset_last self.draw_dimension_arrow_with_extensions_up( - painter, x1_brace, dim_y2, x2_brace, dim_y2, + painter, x1_brace, dim_y1, x2_brace, dim_y1, label_cb, last_girder_y ) + dim_y_next = dim_y_base + DIM_STACK_GAP + else: + dim_y_next = dim_y_base + + # SPAN LENGTH dimension (below bracing spacing) + dim_y2 = dim_y_next + x1_span = last_girder['x1'] + x2_span = last_girder['x2'] + span_m = self.params['span_length'] / 1000 + label_span = "Span Length" + if self.show_span_values: + label_span += f" = {span_m:.1f} m" + + self.draw_dimension_arrow_with_extensions_up( + painter, x1_span, dim_y2, x2_span, dim_y2, + label_span, last_girder_y + ) # GIRDER SPACING dimension (always visible) if n > 1: @@ -1302,7 +1312,7 @@ def add_clean_top_view_dimensions(self, painter, girder_lines, girder_positions_ def draw_dimension_arrow_with_extensions_up(self, painter, x1, y1, x2, y2, text, girder_y): """Dimension line with arrows and extension lines going UP to girder level (dimension below)""" - painter.setPen(QPen(QColor(0, 0, 0), 0.8)) + painter.setPen(QPen(QColor(0, 0, 0), 1.0)) # Draw main dimension line painter.drawLine(QPointF(x1, y1), QPointF(x2, y2)) @@ -1313,7 +1323,7 @@ def draw_dimension_arrow_with_extensions_up(self, painter, x1, y1, x2, y2, text, painter.drawLine(QPointF(x2, y2), QPointF(x2, girder_y)) # Reset pen for arrows - painter.setPen(QPen(QColor(0, 0, 0), 0.8)) + painter.setPen(QPen(QColor(0, 0, 0), 1.0)) # Draw end ticks ext_len = 6 @@ -1342,9 +1352,9 @@ def draw_dimension_arrow_with_extensions_up(self, painter, x1, y1, x2, y2, text, painter.drawPolygon(QPolygonF(right_arrow)) - # Draw text BELOW the dimension line (above in terms of value since we add to y) + # Draw text ABOVE the dimension line to prevent blotting out the line text_x = (x1 + x2) / 2 - text_y = y1 + DIM_TEXT_GAP # Below the dimension line + text_y = y1 - 6 font = QFont('Arial', 9, QFont.Bold) painter.setFont(font) From 15c383e79ffa00beca8f45dc8860b02032be9918 Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Sun, 15 Mar 2026 15:15:27 +0530 Subject: [PATCH 100/225] Set Osdag-style gradient background for CAD viewer --- src/osdagbridge/desktop/ui/cad_3d.py | 3 +++ 1 file changed, 3 insertions(+) diff --git a/src/osdagbridge/desktop/ui/cad_3d.py b/src/osdagbridge/desktop/ui/cad_3d.py index 6bf634154..01d60fdde 100644 --- a/src/osdagbridge/desktop/ui/cad_3d.py +++ b/src/osdagbridge/desktop/ui/cad_3d.py @@ -110,6 +110,9 @@ def _complete_cad_init(self): self.viewer.context = self.display.Context self.viewer.view = self.display.View + self.display.set_bg_gradient_color([255, 255, 255], [126, 126, 126]) + + self.viewer.context.SetAutomaticHilight(False) if hasattr(self.viewer, "display_view_cube"): From e604e45f294bb43b2f14ae9c25fe7fc2334cb6c2 Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Fri, 20 Mar 2026 05:27:46 +0900 Subject: [PATCH 101/225] enhance crash barrier geometry, CAD rendering, and UI responsiveness - Updated IRC 5 crash barrier dimensions - Improved CAD preview scaling and responsiveness - Added crash barrier input parameters - Refactored CAD annotation styling (removed bold, cleaner look) - Fixed dimension overlap and layout issues - Enhanced crash barrier and railing rendering logic - Unified styling across cross-section and top view CAD --- src/osdagbridge/desktop/cad/irc5_geometry.py | 14 +-- .../dialogs/tabs/typical_section_details.py | 23 ++-- .../desktop/ui/docks/cad_cross_section.py | 109 ++++++++++-------- .../desktop/ui/docks/cad_top_view.py | 36 +++--- 4 files changed, 99 insertions(+), 83 deletions(-) diff --git a/src/osdagbridge/desktop/cad/irc5_geometry.py b/src/osdagbridge/desktop/cad/irc5_geometry.py index 5da71ab39..af8034b7c 100644 --- a/src/osdagbridge/desktop/cad/irc5_geometry.py +++ b/src/osdagbridge/desktop/cad/irc5_geometry.py @@ -6,9 +6,9 @@ def get_geometry(barrier_type: str) -> dict: if barrier_type == "IRC 5 - High Containment RCC Crash Barrier": return { "type": "rcc", - "total_height": 900.0, - "top_width": 175.0, - "bottom_width": 350.0, + "total_height": 1550.0, + "top_width": 250.0, + "bottom_width": 525.0, "base_vertical": 100.0, "mid_offset": 350.0, } @@ -16,11 +16,11 @@ def get_geometry(barrier_type: str) -> dict: elif barrier_type == "IRC 5 - RCC Crash Barrier": return { "type": "rcc", - "total_height": 750.0, - "top_width": 150.0, - "bottom_width": 300.0, + "total_height": 900.0, + "top_width": 175.0, + "bottom_width": 450.0, "base_vertical": 100.0, - "mid_offset": 300.0, + "mid_offset": 350.0, } elif barrier_type == "IRC 5 - Metallic Crash Barrier with Single W-Beam": diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py b/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py index f8e6a069c..9da4d8a10 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py @@ -177,14 +177,12 @@ def init_ui(self): cad_scroll = QScrollArea() cad_scroll.setWidgetResizable(True) - cad_scroll.setHorizontalScrollBarPolicy(Qt.ScrollBarAlwaysOff) - cad_scroll.setVerticalScrollBarPolicy(Qt.ScrollBarAsNeeded) cad_scroll.setFrameShape(QFrame.NoFrame) cad_scroll.setStyleSheet("QScrollArea { background: transparent; border: none; }") self.cad_preview = CrossSectionCADWidget() - self.cad_preview.scale_factor = 0.85 - self.cad_preview.setMinimumHeight(90) # Allows layout to fit it smoothly without scrollbars + self.cad_preview.scale_factor = 0.65 + self.cad_preview.setMinimumHeight(200) cad_scroll.setWidget(self.cad_preview) diagram_layout.addWidget(cad_scroll) @@ -329,7 +327,7 @@ def _update_cad_preview(self): params = {} if hasattr(self, "no_of_girders") and self.no_of_girders.text(): - params['num_girders'] = int(self.no_of_girders.text()) + params['num_girders'] = int(float(self.no_of_girders.text())) if hasattr(self, "girder_spacing") and self.girder_spacing.text(): params['girder_spacing'] = float(self.girder_spacing.text()) * 1000 @@ -369,8 +367,16 @@ def _update_cad_preview(self): if hasattr(self, "median_height") and self.median_height.text(): params["median_height"] = float(self.median_height.text()) * 1000 + + # ---- Crash Barrier ---- + if hasattr(self, "crash_barrier_width") and self.crash_barrier_width.text(): + params["crash_barrier_width"] = float(self.crash_barrier_width.text()) * 1000 + + if hasattr(self, "crash_barrier_height") and self.crash_barrier_height.text(): + params["crash_barrier_height"] = float(self.crash_barrier_height.text()) * 1000 # ---- Railing ---- + if hasattr(self, "railing_type"): params["railing_type"] = self.railing_type.currentText() @@ -1182,8 +1188,9 @@ def _set(widget, value: str): if is_rcc and geom: _set(self.crash_barrier_density, f"{DEFAULT_CONCRETE_DENSITY:.1f}") - if "top_width" in geom: - _set(self.crash_barrier_width, f"{geom['top_width'] / 1000:.2f}") + if "bottom_width" in geom: + _set(self.crash_barrier_width, f"{geom['bottom_width'] / 1000:.2f}") + if "total_height" in geom: _set(self.crash_barrier_height, f"{geom['total_height'] / 1000:.2f}") @@ -1508,6 +1515,8 @@ def _reject_overall_width_override(self, text): def recalculate_girders(self): self._update_overall_bridge_width_display() self._solve_layout("width") + self._update_cad_preview() + def on_girder_spacing_changed(self): if self.updating_fields: diff --git a/src/osdagbridge/desktop/ui/docks/cad_cross_section.py b/src/osdagbridge/desktop/ui/docks/cad_cross_section.py index 097d18c64..a499619c6 100644 --- a/src/osdagbridge/desktop/ui/docks/cad_cross_section.py +++ b/src/osdagbridge/desktop/ui/docks/cad_cross_section.py @@ -28,7 +28,7 @@ class CrossSectionCADWidget(QWidget): STIFFENER_COLOR = QColor(79, 78, 70) CROSS_BRACING_COLOR = QColor(235, 236, 211) RAILING_COLOR = QColor(210, 210, 210) - BARRIER_COLOR = QColor(210, 210, 210) + BARRIER_COLOR = QColor(220, 220, 220) END_DIAPHRAGM_COLOR = QColor(134, 134, 100) @@ -574,12 +574,12 @@ def draw_dimension_arrow(self, painter, x1, y1, x2, y2, text, horizontal=True, o # Dimension line is BELOW the figure -> text ABOVE line text_y = y1 - 6 + text_offset - font = QFont('Arial', 9, QFont.Bold) + font = QFont('Arial', 9, QFont.Normal) metrics = painter.fontMetrics() text_width = metrics.boundingRect(text).width() self.draw_text_with_background(painter, text_x - text_width/2, text_y, text, - QColor(255, 255, 255, 255), QColor(0, 0, 0), 9, True) + QColor(255, 255, 255, 255), QColor(0, 0, 0), 9, False) else: top_arrow = [ QPointF(x1, y1), @@ -616,7 +616,7 @@ def draw_dimension_arrow(self, painter, x1, y1, x2, y2, text, horizontal=True, o self.draw_text_with_background(painter, text_x, text_y, text, - QColor(255, 255, 255, 255), QColor(0, 0, 0), 9, True) + QColor(255, 255, 255, 255), QColor(0, 0, 0), 9, False) painter.restore() @@ -656,7 +656,7 @@ def draw_dimension_arrow_text_outside(self, painter, x1, y1, x2, y2, text, horiz text_x = (x1 + x2) / 2 text_y = y1 + text_offset + 10 - font = QFont('Arial', 9, QFont.Bold) + font = QFont('Arial', 9, QFont.Normal) painter.setFont(font) metrics = painter.fontMetrics() text_width = metrics.boundingRect(text).width() @@ -709,7 +709,7 @@ def draw_leader_arrow(self, painter, from_x, from_y, to_x, to_y, text, bg_color= painter.setBrush(QBrush(QColor(0, 0, 0))) painter.drawPolygon(QPolygonF(arrow_points)) - self.draw_text_with_background(painter, from_x - 5, from_y - 5, text, bg_color, text_color, 9, True) + self.draw_text_with_background(painter, from_x - 5, from_y - 5, text, bg_color, text_color, 9, False) def draw_clean_leader_line(self, painter, target_x, target_y, label_x, label_y, text, text_color=QColor(0, 0, 0), line_color=QColor(100, 100, 100)): @@ -725,7 +725,7 @@ def draw_clean_leader_line(self, painter, target_x, target_y, label_x, label_y, painter.drawEllipse(QPointF(target_x, target_y), 3, 3) # Draw text at label position - font = QFont('Arial', 9, QFont.Bold) + font = QFont('Arial', 9, QFont.Normal) painter.setFont(font) metrics = painter.fontMetrics() text_width = metrics.boundingRect(text).width() @@ -741,7 +741,7 @@ def draw_clean_leader_line(self, painter, target_x, target_y, label_x, label_y, # Draw text with background self.draw_text_with_background(painter, text_x, text_y, text, - QColor(255, 255, 255, 255), text_color, 9, True) + QColor(255, 255, 255, 255), text_color, 9, False) def compute_deck_total_width(self): @@ -862,39 +862,42 @@ def draw_rcc_railing(self, painter, x_start, y_base, scale, side='left', geo=Non corner_radius = min(outer_w * 0.05, 4) - painter.setBrush(QBrush(QColor(126,126,126) )) + painter.setBrush(QBrush(QColor(220, 220, 220))) # Light grey base painter.setPen(QPen(QColor(34, 34, 34), max(1.5, scale * 2))) base_rect = QRectF(rect_x, base_top_y, outer_w, base_h) painter.drawRect(base_rect) - painter.setBrush(QBrush(QColor(126,126,126) )) + painter.setBrush(QBrush(QColor(220, 220, 220))) # Light grey post body painter.setPen(QPen(QColor(34, 34, 34), max(1.5, scale * 2))) post_rect = QRectF(rect_x, post_top_y, outer_w, post_h) painter.drawRoundedRect(post_rect, corner_radius, corner_radius) inner_x = rect_x + wall_t - inner_top_margin = post_h * 0.08 - inner_bottom_margin = post_h * 0.05 + inner_top_margin = post_h * 0.03 + inner_bottom_margin = post_h * 0.03 inner_height = post_h - inner_top_margin - inner_bottom_margin if inner_w > 3 and inner_height > 5: - painter.setBrush(QBrush(QColor(220, 220, 220))) - painter.setPen(QPen(QColor(120, 120, 120), max(1, scale))) + # Removed inner rectangle lining as requested - inner_rect = QRectF(inner_x, post_top_y + inner_top_margin, inner_w, inner_height) - painter.drawRoundedRect(inner_rect, corner_radius * 0.5, corner_radius * 0.5) + n_voids = 3 + void_w = inner_w * 0.7 + void_h = void_w # Make them squares - n_rails = 4 - rail_spacing = inner_height / (n_rails + 1) - rail_height = max(2, 3 * scale) + # Vertical spacing to distribute voids evenly + void_spacing = (inner_height - n_voids * void_h) / (n_voids + 1) - painter.setBrush(QBrush(QColor(180, 180, 180))) - painter.setPen(QPen(QColor(100, 100, 100), max(0.5, scale * 0.5))) + painter.setBrush(QBrush(QColor(170, 170, 170))) # Dark grey + painter.setPen(QPen(QColor(30, 30, 30), max(1, scale))) - for i in range(1, n_rails + 1): - rail_y = post_top_y + inner_top_margin + i * rail_spacing - rail_height/2 - rail_rect = QRectF(inner_x + 2, rail_y, inner_w - 4, rail_height) - painter.drawRect(rail_rect) + for i in range(n_voids): + v_y = post_top_y + inner_top_margin + (i + 1) * void_spacing + i * void_h + v_x = inner_x + (inner_w - void_w) / 2 + void_rect = QRectF(v_x, v_y, void_w, void_h) + + # Apply rounded corners to voids + v_radius = corner_radius * 0.8 + painter.drawRoundedRect(void_rect, v_radius, v_radius) return (rect_x, post_top_y, rect_x + outer_w, y_base, outer_w) @@ -1207,7 +1210,7 @@ def draw_cross_section(self, painter): STIFFENER_COLOR = QColor(210, 210, 205) CROSS_BRACING_COLOR = QColor(250, 240, 211) RAILING_COLOR = QColor(225, 225, 225) - BARRIER_COLOR = QColor(225, 225, 225) + BARRIER_COLOR = QColor(220, 220, 220) MEDIAN_GREY = QColor(221, 221, 221) @@ -1715,9 +1718,6 @@ def add_professional_cross_section_dimensions(self, painter, deck_left_x, deck_r fp_thick_px = self.params['footpath_thickness'] * scale deck_thick_px = self.params['deck_thickness'] * scale - CRASH_BARRIER_VISUAL_WIDTH = 350.0 # BOTTOM_WIDTH - crash_barrier_visual_px = CRASH_BARRIER_VISUAL_WIDTH * scale - # Calculate barrier positions if not passed if crash_barrier_width_px is None: crash_barrier_width_px = self.params['crash_barrier_width'] * scale @@ -1726,16 +1726,17 @@ def add_professional_cross_section_dimensions(self, painter, deck_left_x, deck_r if right_barrier_end_x is None: right_barrier_end_x = right_barrier_x + crash_barrier_width_px - # Left barrier starts at left_barrier_x and extends RIGHT by crash_barrier_visual_px - left_barrier_visual_end = left_barrier_x + crash_barrier_visual_px + # Left barrier starts at left_barrier_x and extends RIGHT by crash_barrier_width_px + left_barrier_visual_end = left_barrier_x + crash_barrier_width_px - # Right barrier ENDS at right_barrier_end_x and extends LEFT by crash_barrier_visual_px - right_barrier_visual_start = right_barrier_end_x - crash_barrier_visual_px + # Right barrier ENDS at right_barrier_end_x and extends LEFT by crash_barrier_width_px + right_barrier_visual_start = right_barrier_end_x - crash_barrier_width_px + # DIMENSION LEVELS (Bottom) Y_OVERHANG = base_y + 35 - Y_GIRDER_SPACING = base_y + 70 - Y_OVERALL = base_y + 105 + Y_GIRDER_SPACING = base_y + 35 + Y_OVERALL = base_y + 70 total_width_m = (deck_right_x - deck_left_x) / scale / 1000.0 self.draw_dimension_arrow( @@ -1752,7 +1753,7 @@ def add_professional_cross_section_dimensions(self, painter, deck_left_x, deck_r if self.show_carriageway_values: label_text += f" = {total_width_m:.2f} m" - font = QFont('Arial', 9, QFont.Bold) + font = QFont('Arial', 9, QFont.Normal) painter.setFont(font) metrics = painter.fontMetrics() text_w = metrics.boundingRect(label_text).width() @@ -1766,7 +1767,7 @@ def add_professional_cross_section_dimensions(self, painter, deck_left_x, deck_r QColor(255, 255, 255, 255), QColor(0, 0, 0), 9, - True + False ) # LEVEL 2: Footpath dimensions @@ -1880,8 +1881,14 @@ def add_professional_cross_section_dimensions(self, painter, deck_left_x, deck_r # Girder spacing if n > 1 and len(positions) >= 2: - x_left = positions[0] - x_right = positions[1] + # Shift to second pair if available to avoid overlap with overhang label + if n > 2: + x_left = positions[1] + x_right = positions[2] + else: + x_left = positions[0] + x_right = positions[1] + gs_m = self.params['girder_spacing'] / 1000 label_gs = "Girder Spacing" if self.show_carriageway_values: @@ -1956,7 +1963,7 @@ def add_professional_cross_section_dimensions(self, painter, deck_left_x, deck_r text = "Deck Thickness" if self.show_carriageway_values: text += f" = {deck_t_mm:.0f} mm" - font = QFont('Arial', 9, QFont.Bold) + font = QFont('Arial', 9, QFont.Normal) painter.setFont(font) metrics = painter.fontMetrics() text_width = metrics.boundingRect(text).width() @@ -1964,7 +1971,7 @@ def add_professional_cross_section_dimensions(self, painter, deck_left_x, deck_r text_y = deck_top_y - 8 self.draw_text_with_background(painter, text_x, text_y, text, - QColor(255, 255, 255, 255), QColor(0, 0, 0), 9, True) + QColor(255, 255, 255, 255), QColor(0, 0, 0), 9, False) def add_cross_section_hover_labels(self, painter, carriageway_start_x, carriageway_end_x, left_barrier_x, right_barrier_x, deck_top_y, deck_bottom_y, deck_thick_px, positions, base_y, scale, n, fp_config, @@ -2110,7 +2117,7 @@ def add_cross_section_hover_labels(self, painter, carriageway_start_x, carriagew rect, name, target_x, target_y, label_type, extra = components[self.hovered_label_index] if label_type == 'on_figure_top': - font = QFont('Arial', 9, QFont.Bold) + font = QFont('Arial', 9, QFont.Normal) painter.setFont(font) metrics = painter.fontMetrics() text_width = metrics.boundingRect(name).width() @@ -2120,7 +2127,7 @@ def add_cross_section_hover_labels(self, painter, carriageway_start_x, carriagew text_y = target_y - 5 self.draw_text_with_background(painter, text_x, text_y, name, - QColor(255, 255, 255, 220), QColor(60, 60, 60), 9, True) + QColor(255, 255, 255, 220), QColor(60, 60, 60), 9, False) elif label_type == 'straight_line': painter.setPen(QPen(QColor(100, 100, 100), 1.0, Qt.DotLine)) @@ -2130,7 +2137,7 @@ def add_cross_section_hover_labels(self, painter, carriageway_start_x, carriagew painter.setBrush(Qt.NoBrush) painter.drawEllipse(QPointF(target_x, target_y), 3, 3) - font = QFont('Arial', 9, QFont.Bold) + font = QFont('Arial', 9, QFont.Normal) painter.setFont(font) metrics = painter.fontMetrics() text_width = metrics.boundingRect(name).width() @@ -2139,7 +2146,7 @@ def add_cross_section_hover_labels(self, painter, carriageway_start_x, carriagew text_y = label_line_y + 6 self.draw_text_with_background(painter, text_x, text_y, name, - QColor(255, 255, 255, 255), QColor(60, 60, 60), 9, True) + QColor(255, 255, 255, 255), QColor(60, 60, 60), 9, False) elif label_type == 'tilted_line_left': label_x = target_x - 25 @@ -2152,7 +2159,7 @@ def add_cross_section_hover_labels(self, painter, carriageway_start_x, carriagew painter.setBrush(Qt.NoBrush) painter.drawEllipse(QPointF(target_x, target_y), 3, 3) - font = QFont('Arial', 9, QFont.Bold) + font = QFont('Arial', 9, QFont.Normal) painter.setFont(font) metrics = painter.fontMetrics() text_width = metrics.boundingRect(name).width() @@ -2161,7 +2168,7 @@ def add_cross_section_hover_labels(self, painter, carriageway_start_x, carriagew text_y = label_y + 4 self.draw_text_with_background(painter, text_x, text_y, name, - QColor(255, 255, 255, 255), QColor(60, 60, 60), 9, True) + QColor(255, 255, 255, 255), QColor(60, 60, 60), 9, False) elif label_type == 'lower_pointer': label_y = target_y + 35 @@ -2205,7 +2212,7 @@ def draw_vertical_dimension_with_arrow(self, painter, x, y1, y2, text, side='lef painter.drawPolygon(QPolygonF(bottom_arrow)) # TEXT PART (multi-line) - font = QFont('Arial', 9, QFont.Bold) + font = QFont('Arial', 9, QFont.Normal) painter.setFont(font) metrics = painter.fontMetrics() @@ -2383,7 +2390,7 @@ def draw_crash_barrier(self, painter, x, y, scale, side='left'): if not geo: return - barrier_color = QColor(126, 126, 126) + barrier_color = QColor(220, 220, 220) if self.hovered_element == 'crash_barrier': barrier_color = QColor(255, 250, 220) @@ -2406,8 +2413,8 @@ def draw_crash_barrier(self, painter, x, y, scale, side='left'): # Reference shape is High Containment (bottom_width=350 mm). # All offsets scale proportionally to the actual bottom_width. - shape_scale = BOTTOM_WIDTH / 350.0 - right_at_mid = 250 * scale * shape_scale # outer wall x at inflection + shape_scale = BOTTOM_WIDTH / 525.0 + right_at_mid = 300 * scale * shape_scale # outer wall x at inflection left_at_top = 50 * scale * shape_scale # inner wall x at top (lean) right_at_top = 225 * scale * shape_scale # outer wall x at top diff --git a/src/osdagbridge/desktop/ui/docks/cad_top_view.py b/src/osdagbridge/desktop/ui/docks/cad_top_view.py index 0c4c76538..e11fab6de 100644 --- a/src/osdagbridge/desktop/ui/docks/cad_top_view.py +++ b/src/osdagbridge/desktop/ui/docks/cad_top_view.py @@ -486,12 +486,12 @@ def draw_dimension_arrow(self, painter, x1, y1, x2, y2, text, horizontal=True, o text_x = (x1 + x2) / 2 text_y = y1 - 8 + text_offset if offset >= 0 else y1 + 15 + text_offset - font = QFont('Arial', 9, QFont.Bold) + font = QFont('Arial', 9, QFont.Normal) metrics = painter.fontMetrics() text_width = metrics.boundingRect(text).width() self.draw_text_with_background(painter, text_x - text_width/2, text_y, text, - QColor(255, 255, 255, 240), QColor(0, 0, 0), 9, True) + QColor(255, 255, 255, 240), QColor(0, 0, 0), 9, False) else: top_arrow = [ QPointF(x1, y1), @@ -525,7 +525,7 @@ def draw_dimension_arrow(self, painter, x1, y1, x2, y2, text, horizontal=True, o text_y = (y1 + y2) / 2 + 3 self.draw_text_with_background(painter, text_x, text_y, text, - QColor(255, 255, 255, 240), QColor(0, 0, 0), 9, True) + QColor(255, 255, 255, 240), QColor(0, 0, 0), 9, False) def draw_dimension_arrow_text_outside(self, painter, x1, y1, x2, y2, text, horizontal=True, text_side='right', text_offset=15): @@ -565,13 +565,13 @@ def draw_dimension_arrow_text_outside(self, painter, x1, y1, x2, y2, text, horiz text_x = (x1 + x2) / 2 text_y = y1 + text_offset + 10 - font = QFont('Arial', 9, QFont.Bold) + font = QFont('Arial', 9, QFont.Normal) painter.setFont(font) metrics = painter.fontMetrics() text_width = metrics.boundingRect(text).width() self.draw_text_with_background(painter, text_x - text_width/2, text_y, text, - QColor(255, 255, 255, 240), QColor(0, 0, 0), 9, True) + QColor(255, 255, 255, 240), QColor(0, 0, 0), 9, False) else: painter.drawLine(QPointF(x1 - ext_len, y1), QPointF(x1 + ext_len, y1)) painter.drawLine(QPointF(x2 - ext_len, y2), QPointF(x2 + ext_len, y2)) @@ -599,7 +599,7 @@ def draw_dimension_arrow_text_outside(self, painter, x1, y1, x2, y2, text, horiz text_x = x1 + text_offset self.draw_text_with_background(painter, text_x, text_y, text, - QColor(255, 255, 255, 240), QColor(0, 0, 0), 9, True) + QColor(255, 255, 255, 240), QColor(0, 0, 0), 9, False) def draw_leader_arrow(self, painter, from_x, from_y, to_x, to_y, text, bg_color=QColor(255, 255, 255, 250), text_color=QColor(0, 0, 0)): """a leader line with arrow pointing to component""" @@ -627,7 +627,7 @@ def draw_leader_arrow(self, painter, from_x, from_y, to_x, to_y, text, bg_color= painter.setBrush(QBrush(QColor(0, 0, 0))) painter.drawPolygon(QPolygonF(arrow_points)) - self.draw_text_with_background(painter, from_x - 5, from_y - 5, text, bg_color, text_color, 9, True) + self.draw_text_with_background(painter, from_x - 5, from_y - 5, text, bg_color, text_color, 9, False) def draw_clean_leader_line(self, painter, target_x, target_y, label_x, label_y, text, text_color=QColor(0, 0, 0), line_color=QColor(100, 100, 100)): @@ -643,7 +643,7 @@ def draw_clean_leader_line(self, painter, target_x, target_y, label_x, label_y, painter.drawEllipse(QPointF(target_x, target_y), 3, 3) # Draw text at label position - font = QFont('Arial', 9, QFont.Bold) + font = QFont('Arial', 9, QFont.Normal) painter.setFont(font) metrics = painter.fontMetrics() text_width = metrics.boundingRect(text).width() @@ -659,7 +659,7 @@ def draw_clean_leader_line(self, painter, target_x, target_y, label_x, label_y, # Draw text with background self.draw_text_with_background(painter, text_x, text_y, text, - QColor(255, 255, 255, 240), text_color, 9, True) + QColor(255, 255, 255, 240), text_color, 9, False) def compute_deck_total_width(self): """Compute total deck width including median if present""" @@ -1233,8 +1233,8 @@ def add_clean_top_view_dimensions(self, painter, girder_lines, girder_positions_ self.draw_text_with_background( painter, label_x, label_y, label_text, - QColor(255, 255, 255, 250), - CAD_DARK_GREY, 9, True + QColor(255, 255, 255, 240), + QColor(0, 0, 0), 9, False ) # CL OF BEARING labels - ALWAYS VISIBLE (moved outside hover condition) @@ -1244,12 +1244,12 @@ def add_clean_top_view_dimensions(self, painter, girder_lines, girder_positions_ right_label_x = right_top_x - 45 self.draw_text_with_background(painter, left_label_x, label_y_bearing, - "CL of Bearing", QColor(255, 255, 255, 250), - CAD_DARK_GREY, 9, True) + "CL of Bearing", QColor(255, 255, 255, 240), + QColor(0, 0 ,0), 9, False) self.draw_text_with_background(painter, right_label_x, label_y_bearing, - "CL of Bearing", QColor(255, 255, 255, 250), - CAD_DARK_GREY, 9, True) + "CL of Bearing", QColor(255, 255, 255, 240), + QColor(0, 0 ,0), 9, False) # HOVER LABELS (only shown when hovered) @@ -1356,13 +1356,13 @@ def draw_dimension_arrow_with_extensions_up(self, painter, x1, y1, x2, y2, text, text_x = (x1 + x2) / 2 text_y = y1 - 6 - font = QFont('Arial', 9, QFont.Bold) + font = QFont('Arial', 9, QFont.Normal) painter.setFont(font) metrics = painter.fontMetrics() text_width = metrics.boundingRect(text).width() self.draw_text_with_background(painter, text_x - text_width/2, text_y, text, - QColor(255, 255, 255, 240), QColor(0, 0, 0), 9, True) + QColor(255, 255, 255, 240), QColor(0, 0, 0), 9, False) def draw_skewed_dimension_arrow(self, painter, x1, y1, x2, y2, text, skew_rad): @@ -1434,7 +1434,7 @@ def draw_skewed_dimension_arrow(self, painter, x1, y1, x2, y2, text, skew_rad): text_y = mid_y self.draw_text_with_background(painter, text_x, text_y, text, - QColor(255, 255, 255, 240), QColor(0, 0, 0), 9, True) + QColor(255, 255, 255, 240), QColor(0, 0, 0), 9, False) def add_clean_top_view_notes(self, painter, height): """Add professional notes""" From a43e1ae415dbca9b540bfef69c59744869cbf438 Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Wed, 25 Mar 2026 16:13:25 +0530 Subject: [PATCH 102/225] Improve CAD rendering and UI sync - Add realistic deck texture (triangles, dots, scratches) - Sync median with Additional Inputs and CAD preview - Fix cross-bracing geometry and zero-length issues --- .../desktop/ui/dialogs/additional_inputs.py | 4 + .../dialogs/tabs/typical_section_details.py | 6 +- .../desktop/ui/docks/cad_cross_section.py | 188 +++++++++++------- 3 files changed, 127 insertions(+), 71 deletions(-) diff --git a/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py b/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py index 276cb3e73..e2b4f5f5e 100644 --- a/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py +++ b/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py @@ -719,6 +719,10 @@ def apply_tab_visibility(self, footpath_value: str, include_median: str) -> None if median_index >= 0: median_enabled = (include_median != "No") inner_tabs.setTabEnabled(median_index, median_enabled) + + # Trigger CAD update to reflect visibility changes + if hasattr(self.typical_section_tab, "_update_cad_preview"): + self.typical_section_tab._update_cad_preview() # 2D CAD functions for tab enabling and disabling inside the addition inputs dialog ---> ends here diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py b/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py index 9da4d8a10..9045cb2fe 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py @@ -387,7 +387,11 @@ def _update_cad_preview(self): params["railing_height"] = float(self.railing_height.text()) * 1000 # ---- Median presence ---- - if hasattr(self, "median_type"): + if hasattr(self, "median_tab"): + median_idx = self.input_tabs.indexOf(self.median_tab) + is_median_enabled = self.input_tabs.isTabEnabled(median_idx) + params["median_present"] = is_median_enabled + elif hasattr(self, "median_type"): params["median_present"] = self.median_type.currentText() != "None" if params: diff --git a/src/osdagbridge/desktop/ui/docks/cad_cross_section.py b/src/osdagbridge/desktop/ui/docks/cad_cross_section.py index a499619c6..2dfb32bcc 100644 --- a/src/osdagbridge/desktop/ui/docks/cad_cross_section.py +++ b/src/osdagbridge/desktop/ui/docks/cad_cross_section.py @@ -768,45 +768,86 @@ def compute_deck_total_width(self): return deck_total, num_fp def create_concrete_brush(self): - """Concrete hatch pattern brush (aggregate look)""" - size = 25 # pattern tile size - pixmap = QPixmap(size, size) - pixmap.fill(Qt.transparent) + import random, math + + + SIZE = 120 + DOT_COUNT = 100 + TRI_COUNT = 30 + rng = random.Random(42) # ← seeded RNG so tiles are deterministic + + def rand(): return rng.random() + def rr(a, b): return a + rand() * (b - a) + + # ── Draw one copy of the content, offset by (ox, oy) + def draw_content(p: QPainter, ox: float, oy: float): + p.save() + p.translate(ox, oy) + + # Fine aggregate — dots (sand / grit) + p.setPen(Qt.NoPen) + for _ in range(DOT_COUNT): + x, y = rr(0, SIZE), rr(0, SIZE) + r = rr(0.6, 2.2) + h = int(rr(40, 110)) + p.setBrush(QColor(h, h, h)) + p.drawEllipse(QPointF(x, y), r, r) + + # Coarse aggregate — irregular triangles + for _ in range(TRI_COUNT): + cx, cy = rr(0, SIZE), rr(0, SIZE) + base_angle = rr(0, 2 * math.pi) + h = int(rr(70, 140)) + sat = int(rr(0, 10)) + + poly = QPolygonF() + for v in range(3): + ang = base_angle + v * (2 * math.pi / 3) + rr(-0.45, 0.45) + dist = rr(SIZE * 0.032, SIZE * 0.072) + poly.append(QPointF(cx + math.cos(ang) * dist, + cy + math.sin(ang) * dist)) + + fill_col = QColor(h + sat, h, h - sat) + alpha = int(rr(64, 140)) # 25–55 % opacity stroke + stroke_col = QColor(20, 20, 20, alpha) + lw = rr(0.4, 0.8) + + p.setBrush(fill_col) + p.setPen(QPen(stroke_col, lw)) + p.drawPolygon(poly) + + # Micro-scratches — cement paste surface texture + p.setBrush(Qt.NoBrush) + scratch_count = int(SIZE * 0.3) + for _ in range(scratch_count): + x, y = rr(0, SIZE), rr(0, SIZE) + length = rr(2, SIZE * 0.08) + ang = rr(0, math.pi * 2) + alpha = int(rr(10, 31)) # 4–12 % opacity + p.setPen(QPen(QColor(90, 85, 80, alpha), rr(0.3, 0.7))) + p.drawLine(QPointF(x, y), + QPointF(x + math.cos(ang) * length, + y + math.sin(ang) * length)) + + p.restore() + + # ── Build tile pixmap + pixmap = QPixmap(SIZE, SIZE) + pixmap.fill(QColor(225, 225, 225)) p = QPainter(pixmap) p.setRenderHint(QPainter.Antialiasing) - # light grey base (optional) - p.fillRect(0, 0, size, size, QColor(245, 245, 245)) - - # dots (sand) - p.setPen(QPen(QColor(150, 150, 150), 1)) - for i in range(35): - x = random.randint(0, size - 1) - y = random.randint(0, size - 1) - p.drawPoint(x, y) - - #Angular stones - p.setPen(QPen(QColor(130, 130, 130), 1.2)) - for _ in range(6): - cx = random.randint(6, size - 6) - cy = random.randint(6, size - 6) - - poly = QPolygonF() - sides = random.randint(3, 5) - base_angle = random.uniform(0, 2 * math.pi) - - for _ in range(sides): - angle = base_angle + random.uniform(-0.8, 0.8) - radius = random.uniform(3, 7) - poly.append( - QPointF( - cx + radius * math.cos(angle), - cy + radius * math.sin(angle) - ) - ) + # Draw all 9 offset copies so shapes that straddle any edge + # are completed on the opposite side → perfect seamless wrap + for dx in (-SIZE, 0, SIZE): + for dy in (-SIZE, 0, SIZE): + draw_content(p, dx, dy) - p.drawPolygon(poly) + # Very subtle wash to unify everything + p.setPen(Qt.NoPen) + p.setBrush(QColor(100, 95, 88, 10)) + p.drawRect(0, 0, SIZE, SIZE) p.end() return QBrush(pixmap) @@ -1006,7 +1047,7 @@ def draw_rcc_barrier_median(self, painter, median_start_x, median_end_x, deck_to y_mid = y_bottom - mid_y_off y_top = y_bottom - h - barrier_brush = QBrush(QColor(255, 250, 220)) if self.hovered_element == 'median' else QBrush(QColor(126, 126, 126)) + barrier_brush = QBrush(QColor(255, 250, 220)) if self.hovered_element == 'median' else QBrush(QColor(220, 220, 220)) painter.setBrush(barrier_brush) painter.setPen(QPen(Qt.black, max(1.5, scale * 1.5))) @@ -1050,14 +1091,14 @@ def draw_metallic_median(self, painter, median_start_x, median_end_x, deck_top_y x_tl = x_bl + (bottom_w - top_w) / 2 x_tr = x_tl + top_w - painter.setBrush(QBrush(QColor(180, 180, 180))) + painter.setBrush(QBrush(QColor(220, 220, 220))) painter.setPen(QPen(Qt.black, max(1.0, scale))) painter.drawPolygon(QPolygonF([QPointF(x_bl, y_bottom), QPointF(x_br, y_bottom), QPointF(x_tr, y_top_kerb), QPointF(x_tl, y_top_kerb)])) post_w, post_offset = 150.0 * scale, 75.0 * scale spacer_w, spacer_h = 200.0 * scale, 330.0 * scale w_beam_h, w_beam_depth, w_beam_thk = 330.0 * scale, 83.0 * scale, 3.0 * scale - post_color = QColor(255, 250, 220) if self.hovered_element == 'median' else QColor(80, 80, 80) + post_color = QColor(255, 250, 220) if self.hovered_element == 'median' else QColor(220, 220, 220) def draw_side_assembly(is_left): # Assembly on Left side of median (near x_tl): [Beam] [Spacer] [Post] -> Facing left carriageway @@ -1622,46 +1663,53 @@ def draw_cross_section(self, painter): # Geometry vector (true bracing direction) dx = x2 - x1 - dy = bottom_R - top_L - length = math.hypot(dx, dy) - if length <= 0: - continue - - # Perpendicular direction - perp_x = -dy / length - perp_y = dx / length - thickness = 3.5 * (self.zoom_level / 1.2) - off_x = perp_x * thickness / 2 - off_y = perp_y * thickness / 2 # ===== CROSS BRACING (\) ===== - p1 = QPointF(x1 + off_x, top_L + off_y) - p2 = QPointF(x2 + off_x, bottom_R + off_y) - p3 = QPointF(x2 - off_x, bottom_R - off_y) - p4 = QPointF(x1 - off_x, top_L - off_y) + dy_bs = bottom_R - top_L + L_bs = math.hypot(dx, dy_bs) + if L_bs > 0: + perp_x_bs = -dy_bs / L_bs + perp_y_bs = dx / L_bs + + off_x_bs = perp_x_bs * thickness / 2 + off_y_bs = perp_y_bs * thickness / 2 + + p1 = QPointF(x1 + off_x_bs, top_L + off_y_bs) + p2 = QPointF(x2 + off_x_bs, bottom_R + off_y_bs) + p3 = QPointF(x2 - off_x_bs, bottom_R - off_y_bs) + p4 = QPointF(x1 - off_x_bs, top_L - off_y_bs) - painter.setPen(Qt.NoPen) - painter.setBrush(QBrush(CROSS_BRACING_COLOR)) - painter.drawPolygon(QPolygonF([p1, p2, p3, p4])) + painter.setPen(Qt.NoPen) + painter.setBrush(QBrush(CROSS_BRACING_COLOR)) + painter.drawPolygon(QPolygonF([p1, p2, p3, p4])) - painter.setPen(QPen(CROSS_BRACING_COLOR.darker(220), 1.5)) - painter.drawLine(p1, p2) - painter.drawLine(p4, p3) + painter.setPen(QPen(CROSS_BRACING_COLOR.darker(220), 1.5)) + painter.drawLine(p1, p2) + painter.drawLine(p4, p3) # ===== CROSS BRACING (/) ===== - p1 = QPointF(x1 + off_x, bottom_L + off_y) - p2 = QPointF(x2 + off_x, top_R + off_y) - p3 = QPointF(x2 - off_x, top_R - off_y) - p4 = QPointF(x1 - off_x, bottom_L - off_y) - - painter.setPen(Qt.NoPen) - painter.setBrush(QBrush(CROSS_BRACING_COLOR)) - painter.drawPolygon(QPolygonF([p1, p2, p3, p4])) - - painter.setPen(QPen(CROSS_BRACING_COLOR.darker(220), 1.5)) - painter.drawLine(p1, p2) - painter.drawLine(p4, p3) + dy_sl = top_R - bottom_L + L_sl = math.hypot(dx, dy_sl) + if L_sl > 0: + perp_x_sl = -dy_sl / L_sl + perp_y_sl = dx / L_sl + + off_x_sl = perp_x_sl * thickness / 2 + off_y_sl = perp_y_sl * thickness / 2 + + p1 = QPointF(x1 + off_x_sl, bottom_L + off_y_sl) + p2 = QPointF(x2 + off_x_sl, top_R + off_y_sl) + p3 = QPointF(x2 - off_x_sl, top_R - off_y_sl) + p4 = QPointF(x1 - off_x_sl, bottom_L - off_y_sl) + + painter.setPen(Qt.NoPen) + painter.setBrush(QBrush(CROSS_BRACING_COLOR)) + painter.drawPolygon(QPolygonF([p1, p2, p3, p4])) + + painter.setPen(QPen(CROSS_BRACING_COLOR.darker(220), 1.5)) + painter.drawLine(p1, p2) + painter.drawLine(p4, p3) # Draw railings left_railing_rect = None right_railing_rect = None From f052bac86497866b7e37d4db9cc11ca04023b11a Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Wed, 1 Apr 2026 22:41:44 +0530 Subject: [PATCH 103/225] Trigger CAD update on Save button click and update crash barrier geometry --- .../desktop/ui/dialogs/additional_inputs.py | 2 +- .../desktop/ui/docks/cad_cross_section.py | 6 ++-- .../desktop/ui/docks/input_dock.py | 28 +++++++++++-------- 3 files changed, 20 insertions(+), 16 deletions(-) diff --git a/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py b/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py index e2b4f5f5e..7acb2ef1b 100644 --- a/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py +++ b/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py @@ -1,4 +1,4 @@ -""" +""" Additional Inputs Widget for Highway Bridge Design Provides detailed input fields for manual bridge parameter definition """ diff --git a/src/osdagbridge/desktop/ui/docks/cad_cross_section.py b/src/osdagbridge/desktop/ui/docks/cad_cross_section.py index 2dfb32bcc..d3c5fa6f7 100644 --- a/src/osdagbridge/desktop/ui/docks/cad_cross_section.py +++ b/src/osdagbridge/desktop/ui/docks/cad_cross_section.py @@ -1034,11 +1034,11 @@ def draw_rcc_barrier_median(self, painter, median_start_x, median_end_x, deck_to bottom_w = bottom_w_mm * scale median_width_px = median_end_x - median_start_x - # Shape offsets proportional to standard HC barrier (350mm bottom) - shape_scale = bottom_w_mm / 350.0 + # Shape offsets proportional to standard HC barrier (525mm bottom) + shape_scale = bottom_w_mm / 525.0 base_v = 100.0 * scale mid_y_off = 350.0 * scale - right_at_mid = 250.0 * scale * shape_scale + right_at_mid = 300.0 * scale * shape_scale left_at_top = 50.0 * scale * shape_scale right_at_top = 225.0 * scale * shape_scale diff --git a/src/osdagbridge/desktop/ui/docks/input_dock.py b/src/osdagbridge/desktop/ui/docks/input_dock.py index b1896342f..25320956a 100644 --- a/src/osdagbridge/desktop/ui/docks/input_dock.py +++ b/src/osdagbridge/desktop/ui/docks/input_dock.py @@ -760,11 +760,7 @@ def _show_additional_inputs_dialog(self, target_tab_name=None): except Exception: pass - self.additional_inputs = AdditionalInputs(footpath_value, carriageway_width, initial_cad_state=initial_cad_state) - self.additional_inputs_widget = self.additional_inputs - dialog = AdditionalInputs(footpath_value, carriageway_width, initial_cad_state=initial_cad_state) - self.additional_inputs = dialog self.additional_inputs_widget = dialog @@ -802,23 +798,31 @@ def _show_additional_inputs_dialog(self, target_tab_name=None): except Exception: pass - # Capture state when dialog closes. + # Capture state when dialog closes or Save is clicked. try: dialog.finished.connect(self._handle_additional_inputs_closed) + if hasattr(dialog, "save_button"): + dialog.save_button.clicked.connect(lambda: self._update_cad_from_additional_inputs(dialog)) except Exception: pass # Connect to accept signal to handle save result = dialog.exec_() - # If user clicked Save (accepted), get values and trigger update + # If user clicked Save (accepted) or closed, trigger final update if result == AdditionalInputs.Accepted: - values = dialog.get_all_values() - if values: - # Merge with existing input values - self.additional_input_values = values - # Emit signal to trigger CAD update - self.input_value_changed.emit() + self._update_cad_from_additional_inputs(dialog) + + def _update_cad_from_additional_inputs(self, dialog): + """Update homepage CAD using values from the Additional Inputs dialog.""" + if not dialog: + return + values = dialog.get_all_values() + if values: + # Merge with existing input values + self.additional_input_values = values + # Emit signal to trigger homepage CAD update + self.input_value_changed.emit() def show_additional_inputs(self): """Show Additional Inputs dialog with its default initial tab.""" From 165f7d6aa9570522173b9559eab8eb0549dbf4ef Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Fri, 3 Apr 2026 02:36:27 +0530 Subject: [PATCH 104/225] add fit-to-screen zoom, improve scaling logic, and fix section input handling - Replaced "Reset" button with icon-based "Fit to Screen" button using SVG resource - Implemented compute_fit_zoom() for adaptive scaling (full fit and height-only modes) - Added fit_to_screen() as default behavior on startup - Updated zoom_reset() to perform height-based fitting instead of fixed zoom - Standardized footpath option handling ("Both Sides", "Single Side") - Added fit_to_screen SVG resource and integrated into UI --- .../desktop/resources/resources.qrc | 1 + .../desktop/resources/resources_rc.py | 847 ++++++++++-------- .../resources/vectors/fit_to_screen.svg | 3 + .../dialogs/tabs/typical_section_details.py | 21 +- .../desktop/ui/docks/cad_cross_section.py | 155 +++- .../desktop/ui/docks/cad_top_view.py | 143 ++- .../desktop/ui/docks/input_dock.py | 2 - 7 files changed, 715 insertions(+), 457 deletions(-) create mode 100644 src/osdagbridge/desktop/resources/vectors/fit_to_screen.svg diff --git a/src/osdagbridge/desktop/resources/resources.qrc b/src/osdagbridge/desktop/resources/resources.qrc index 0201236c7..5a1167430 100644 --- a/src/osdagbridge/desktop/resources/resources.qrc +++ b/src/osdagbridge/desktop/resources/resources.qrc @@ -40,6 +40,7 @@ vectors/msg_warning.svg vectors/msg_critical.svg vectors/msg_about.svg + vectors/fit_to_screen.svg \ No newline at end of file diff --git a/src/osdagbridge/desktop/resources/resources_rc.py b/src/osdagbridge/desktop/resources/resources_rc.py index e5be7bf4e..7f4e2ab16 100644 --- a/src/osdagbridge/desktop/resources/resources_rc.py +++ b/src/osdagbridge/desktop/resources/resources_rc.py @@ -1,91 +1,92 @@ # Resource object code (Python 3) # Created by: object code -# Created by: The Resource Compiler for Qt version 6.10.2 +# Created by: The Resource Compiler for Qt version 6.10.1 # WARNING! 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+\x00\x00\x01T\x00\x00\x00\x00\x00\x01\x00\x00\x1e\x0b\ +\x00\x00\x01\x9bQ\x8a*\x0e\ +\x00\x00\x03\x0a\x00\x00\x00\x00\x00\x01\x00\x004\xe6\ +\x00\x00\x01\x9bQ\x8a*\x0e\ +\x00\x00\x04\xf2\x00\x00\x00\x00\x00\x01\x00\x00f\xb7\ +\x00\x00\x01\x9bQ\x8a*\x0d\ +\x00\x00\x028\x00\x00\x00\x00\x00\x01\x00\x00)\xcc\ +\x00\x00\x01\x9c\xaa\x0eyr\ +\x00\x00\x02\x1e\x00\x00\x00\x00\x00\x01\x00\x00&\xf5\ +\x00\x00\x01\x9bQ\x8a*\x0c\ +\x00\x00\x03<\x00\x00\x00\x00\x00\x01\x00\x00=\x15\ +\x00\x00\x01\x9c\xf0\xe8\x17M\ +\x00\x00\x00&\x00\x01\x00\x00\x00\x01\x00\x00\x00\x00\ +\x00\x00\x01\x9bQ\x8a*\x06\ " def qInitResources(): diff --git a/src/osdagbridge/desktop/resources/vectors/fit_to_screen.svg b/src/osdagbridge/desktop/resources/vectors/fit_to_screen.svg new file mode 100644 index 000000000..59dad60b7 --- /dev/null +++ b/src/osdagbridge/desktop/resources/vectors/fit_to_screen.svg @@ -0,0 +1,3 @@ + + + diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py b/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py index 9045cb2fe..810daf0e0 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py @@ -102,7 +102,7 @@ def __init__(self, footpath_value="None", carriageway_width=7.5, parent=None, in self._last_girders_value: int | None = None self.crash_barrier_count = 2 # Assume two crash barriers at carriageway edges self.overall_bridge_width_formula = ( - "OverallBridgeWidth = CrossSectionLayout.total_width = CarriagewayWidth + " + "OverallBridgeWidth = CrossSectionLayout.total_width = (2 x CarriagewayWidth if Median else CarriagewayWidth) + " "2 x CrashBarrierWidth + MedianWidth + (NoOfFootpaths x FootpathWidth) + " "(NoOfFootpaths x RailingWidth)" ) @@ -326,6 +326,19 @@ def _update_cad_preview(self): params = {} + # Carriageway Width (always needed for overall width calculation in CAD) + if hasattr(self, "carriageway_width"): + params['carriageway_width'] = float(self.carriageway_width) * 1000 + + # Footpath Config + if hasattr(self, "footpath_value"): + fp_map = { + "Both Sides": "both", + "Single Side": "left", + "None": "none" + } + params['footpath_config'] = fp_map.get(self.footpath_value, "none") + if hasattr(self, "no_of_girders") and self.no_of_girders.text(): params['num_girders'] = int(float(self.no_of_girders.text())) @@ -381,7 +394,7 @@ def _update_cad_preview(self): params["railing_type"] = self.railing_type.currentText() if hasattr(self, "railing_width") and self.railing_width.text(): - params["railing_width"] = float(self.railing_width.text()) * 1000 + params["railing_width"] = float(self.railing_width.text()) if hasattr(self, "railing_height") and self.railing_height.text(): params["railing_height"] = float(self.railing_height.text()) * 1000 @@ -440,9 +453,9 @@ def get_typical_section_params(self) -> dict: return params def _get_footpath_count(self): - if self.footpath_value == "Both": + if self.footpath_value == "Both Sides": return 2 - if self.footpath_value == "Single Sided": + if self.footpath_value == "Single Side": return 1 return 0 diff --git a/src/osdagbridge/desktop/ui/docks/cad_cross_section.py b/src/osdagbridge/desktop/ui/docks/cad_cross_section.py index d3c5fa6f7..bb2d9f08c 100644 --- a/src/osdagbridge/desktop/ui/docks/cad_cross_section.py +++ b/src/osdagbridge/desktop/ui/docks/cad_cross_section.py @@ -7,7 +7,8 @@ import math from PySide6.QtWidgets import QWidget, QPushButton, QScrollArea from PySide6.QtCore import Qt, QRectF, QPointF, QTimer -from PySide6.QtGui import QPainter, QPen, QColor, QFont, QBrush, QPolygonF +from PySide6.QtGui import QPainter, QPen, QColor, QFont, QBrush, QPolygonF, QIcon +from PySide6.QtCore import Qt, QRectF, QPointF, QTimer, QSize from PySide6.QtGui import QPixmap from osdagbridge.desktop.cad.irc5_geometry import ( CrashBarrierGeometry, @@ -171,21 +172,24 @@ def setup_zoom_controls(self): self.zoom_out_btn.clicked.connect(self.zoom_out) self.zoom_out_btn.hide() # Hide initially - self.zoom_reset_btn = QPushButton("Reset", self) - self.zoom_reset_btn.setFixedSize(45, 25) + self.zoom_reset_btn = QPushButton(self) + self.zoom_reset_btn.setFixedSize(25, 25) + self.zoom_reset_btn.setIcon(QIcon(":/vectors/fit_to_screen.svg")) + self.zoom_reset_btn.setIconSize(QSize(25, 25)) + self.zoom_reset_btn.setToolTip("Fit to screen") self.zoom_reset_btn.setStyleSheet(""" QPushButton { background-color: rgba(255, 255, 255, 200); - border: 1px solid #999; - border-radius: 3px; - font-size: 9px; + font-size: 14px; + font-weight: bold; + border: None; } QPushButton:hover { - background-color: rgba(144, 175, 19, 200); + background-color: rgba(55, 55, 55, 50); color: white; } """) - self.zoom_reset_btn.clicked.connect(self.zoom_reset) + self.zoom_reset_btn.clicked.connect(self.fit_to_screen) self.zoom_reset_btn.hide() # Hide initially # Set minimum size for visibility @@ -231,7 +235,7 @@ def _position_zoom_buttons(self): self.zoom_in_btn.move(x + 10, y) self.zoom_out_btn.move(x + 10, y + 30) - self.zoom_reset_btn.move(x, y + 60) + self.zoom_reset_btn.move(x+10, y + 60) # Ensure buttons are visible and on top self.zoom_in_btn.show() @@ -260,8 +264,8 @@ def showEvent(self, event): if not is_preview: # Position zoom buttons self._position_zoom_buttons() - # Single-shot timer to center after layout is complete - QTimer.singleShot(200, self.zoom_reset) + # DEFAULT: Fit to Screen on startup + QTimer.singleShot(200, self.fit_to_screen) def zoom_in(self): """Zoom in while keeping view centered""" @@ -289,19 +293,75 @@ def zoom_out(self): # Restore center position after zoom self._set_scroll_center(old_center, 1/1.1) - def zoom_reset(self): - """Reset zoom to 1.0 while keeping view centered""" - # Store old center position before zoom - old_center = self._get_scroll_center() - zoom_ratio = 1.0 / self.zoom_level + def compute_fit_zoom(self, mode="full"): + """ + Compute zoom level. + mode="full" -> content fits both width and height (min(scale_x, scale_y)) + mode="height" -> content fits only height (unconstrained width) + """ + total_deck_width, _ = self.compute_deck_total_width() - # Apply zoom - self.zoom_level = 1.0 + # Denominator for height fit (matches draw_cross_section logic) + model_h = (self.girder['depth'] * self.girder_visual_scale['depth'] + + self.params['deck_thickness'] + + self.params['footpath_thickness'] + 800) + + # Base dimensions Used in draw_cross_section when zoom=1.0 + base_w, base_h = 1000, 600 + margin_x, margin_y = 80, 80 + avail_base_w = base_w - 2 * margin_x + avail_base_h = base_h - 2 * margin_y - 80 + + base_scale_x = avail_base_w / total_deck_width + base_scale_y = avail_base_h / model_h + base_scale = min(base_scale_x, base_scale_y) + + if base_scale <= 0: return 1.0 + + # Viewport dimensions + if self.scroll_area and self.scroll_area.viewport(): + vp = self.scroll_area.viewport() + vp_w, vp_h = max(vp.width(), 200), max(vp.height(), 150) + else: + vp_w, vp_h = max(self.width(), 400), max(self.height(), 300) + + # Apply padding (15%) + PADDING = 0.15 + avail_vp_w = vp_w * (1.0 - 2 * PADDING) + avail_vp_h = vp_h * (1.0 - 2 * PADDING) + + target_scale_x = avail_vp_w / total_deck_width + target_scale_y = avail_vp_h / model_h + + if mode == "height": + target_scale = target_scale_y + else: + target_scale = min(target_scale_x, target_scale_y) + + return target_scale / base_scale + + def fit_to_screen(self): + """Scale the diagram so it fits perfectly inside the visible viewport and center it.""" + self.zoom_level = self.compute_fit_zoom(mode="full") self._update_widget_size() self.update() - - # Restore center position after zoom - self._set_scroll_center(old_center, zoom_ratio) + self._center_scroll_bars() + + def zoom_reset(self): + """Standard behavior: Fit to height only.""" + self.zoom_level = self.compute_fit_zoom(mode="height") + self._update_widget_size() + self.update() + # Center the scrollbars after size update + QTimer.singleShot(50, self._center_scroll_bars) + + def _center_scroll_bars(self): + """Center the scrollbars of the parent scroll area.""" + if self.scroll_area: + h_bar = self.scroll_area.horizontalScrollBar() + v_bar = self.scroll_area.verticalScrollBar() + h_bar.setValue((h_bar.minimum() + h_bar.maximum()) // 2) + v_bar.setValue((v_bar.minimum() + v_bar.maximum()) // 2) def _get_scroll_center(self): """Get the current center point of the visible viewport in widget coordinates""" @@ -376,12 +436,43 @@ def _update_widget_size(self): # The preview widget will conform to the dialog's layout return - base_width = 1200 - base_height = 800 - # Add extra padding (20%) to ensure scrollbar reaches beyond content - padding_factor = 1.2 - new_width = int(base_width * self.zoom_level * padding_factor) - new_height = int(base_height * self.zoom_level) + base_width = 1000 + base_height = 600 + + # For height-only zoom, we need to ensure the widget is wide enough to contain the content + total_deck_width, _ = self.compute_deck_total_width() + + # Calculate content width at current zoom level + # Scale logic: width = base_width * zoom_level, scale_x = (width - 160) / total_deck_width + # scale_y = (height - 240) / model_h + # So content_width_px = total_deck_width * scale = total_deck_width * (target_scale) + # target_scale = zoom_level * base_scale + + model_h = (self.girder['depth'] * self.girder_visual_scale['depth'] + + self.params['deck_thickness'] + + self.params['footpath_thickness'] + 800) + + margin_x, margin_y = 80, 80 + avail_base_w = base_width - 2 * margin_x + avail_base_h = base_height - 2 * margin_y - 80 + + base_scale_x = avail_base_w / total_deck_width + base_scale_y = avail_base_h / model_h + base_scale = min(base_scale_x, base_scale_y) + + current_scale = self.zoom_level * base_scale + content_width_px = total_deck_width * current_scale + 2 * margin_x + + # The widget should be at least as wide/high as its viewport OR content dimensions + if self.scroll_area and self.scroll_area.viewport(): + vp = self.scroll_area.viewport() + vp_w, vp_h = vp.width(), vp.height() + else: + vp_w, vp_h = base_width, base_height + + new_width = int(max(vp_w, content_width_px + 50)) + new_height = int(max(vp_h, base_height * self.zoom_level)) + self.setMinimumSize(new_width, new_height) self.resize(new_width, new_height) @@ -409,6 +500,7 @@ def update_params(self, params: dict): self.median_type = params["median_type"] self.show_dimensions = True + self.zoom_reset() # Auto-fit height on parameter change self.update() def mouseMoveEvent(self, event): @@ -1268,8 +1360,8 @@ def draw_cross_section(self, painter): width = self.width() height = self.height() else: - base_width = 1200 - base_height = 800 + base_width = 1000 + base_height = 600 width = base_width * self.zoom_level height = base_height * self.zoom_level @@ -1286,7 +1378,7 @@ def draw_cross_section(self, painter): scale_x = (width - 2 * margin_x) / total_deck_width scale_y = (height - 2 * margin_y - (40 if is_preview else 80)) / (self.girder['depth'] * self.girder_visual_scale['depth'] + self.params['deck_thickness'] + - self.params['footpath_thickness'] + 1500) + self.params['footpath_thickness'] + 800) scale = min(scale_x, scale_y) @@ -2647,5 +2739,4 @@ def get_wave_y(z_rel): # z_rel from 0 to w_beam_h assembly_width = max(kerb_bottom_w, (x - (beam_root_x - w_beam_depth))) hover_rect = QRectF(x - assembly_width, assembly_top_y, abs(assembly_width), assembly_bottom_y - assembly_top_y) - self.cross_section_hover_zones.append((hover_rect, 'crash_barrier')) - + self.cross_section_hover_zones.append((hover_rect, 'crash_barrier')) \ No newline at end of file diff --git a/src/osdagbridge/desktop/ui/docks/cad_top_view.py b/src/osdagbridge/desktop/ui/docks/cad_top_view.py index e11fab6de..2ffdb235d 100644 --- a/src/osdagbridge/desktop/ui/docks/cad_top_view.py +++ b/src/osdagbridge/desktop/ui/docks/cad_top_view.py @@ -6,8 +6,8 @@ import math from PySide6.QtWidgets import QWidget, QPushButton, QScrollArea -from PySide6.QtCore import Qt, QRectF, QPointF, QTimer -from PySide6.QtGui import QPainter, QPen, QColor, QFont, QBrush, QPolygonF +from PySide6.QtCore import Qt, QRectF, QPointF, QTimer, QSize +from PySide6.QtGui import QPainter, QPen, QColor, QFont, QBrush, QPolygonF, QIcon from .cad_cross_section import CrossSectionCADWidget # ---- CAD Grey Palette ---- @@ -146,21 +146,24 @@ def setup_zoom_controls(self): """) self.zoom_out_btn.clicked.connect(self.zoom_out) - self.zoom_reset_btn = QPushButton("Reset", self) - self.zoom_reset_btn.setFixedSize(45, 25) + self.zoom_reset_btn = QPushButton(self) + self.zoom_reset_btn.setFixedSize(25, 25) + self.zoom_reset_btn.setIcon(QIcon(":/vectors/fit_to_screen.svg")) + self.zoom_reset_btn.setIconSize(QSize(25, 25)) + self.zoom_reset_btn.setToolTip("Fit to screen") self.zoom_reset_btn.setStyleSheet(""" QPushButton { background-color: rgba(255, 255, 255, 200); - border: 1px solid #999; - border-radius: 3px; - font-size: 9px; + font-size: 14px; + font-weight: bold; + border: None; } QPushButton:hover { - background-color: rgba(144, 175, 19, 200); + background-color: rgba(55, 55, 55, 50); color: white; } """) - self.zoom_reset_btn.clicked.connect(self.zoom_reset) + self.zoom_reset_btn.clicked.connect(self.fit_to_screen) # Set minimum size for visibility (reduced for better shrinking) self.setMinimumSize(400, 300) @@ -168,10 +171,10 @@ def setup_zoom_controls(self): def showEvent(self, event): """Standardize size and center after widget is shown""" super().showEvent(event) + # DEFAULT: Fit to Screen on startup + QTimer.singleShot(200, self.fit_to_screen) # Position zoom buttons self._position_zoom_buttons() - # Single-shot timer to center after layout is complete - QTimer.singleShot(200, self.zoom_reset) def zoom_in(self): """Zoom in while keeping view centered""" @@ -199,19 +202,78 @@ def zoom_out(self): # Restore center position after zoom self._set_scroll_center(old_center, 1/1.1) - def zoom_reset(self): - """Reset zoom to 1.0 while keeping view centered""" - # Store old center position before zoom - old_center = self._get_scroll_center() - zoom_ratio = 1.0 / self.zoom_level + def compute_fit_zoom(self, mode="full"): + """ + Compute zoom level. + mode="full" -> content fits both width and height (min(scale_x, scale_y)) + mode="height" -> content fits only height (unconstrained width) + """ + span_length = max(self.params.get('span_length', 35000), 1.0) + n = self.params.get('num_girders', 4) + if n > 1: + total_model_width = (n - 1) * self.params.get('girder_spacing', 2750) + 2 * self.params.get('deck_overhang', 1000) + else: + total_model_width = 2 * self.params.get('deck_overhang', 1000) + total_model_width = max(total_model_width, 1.0) + + # Base dimensions from draw_top_view + base_w, base_h = 900, 750 + margin = 60 + avail_base_w = base_w - 2 * margin + avail_base_h = base_h - 2 * margin - 60 - # Apply zoom - self.zoom_level = 1.0 + base_scale_x = avail_base_w / span_length + base_scale_y = avail_base_h / total_model_width + base_scale = min(base_scale_x, base_scale_y) + + if base_scale <= 0: + return 1.0 + + # Viewport dimensions + if self.scroll_area and self.scroll_area.viewport(): + vp = self.scroll_area.viewport() + vp_w, vp_h = max(vp.width(), 200), max(vp.height(), 150) + else: + vp_w, vp_h = max(self.width(), 400), max(self.height(), 300) + + # Apply padding (~8%) + PADDING = 0.15 + avail_vp_w = vp_w * (1.0 - 2 * PADDING) + avail_vp_h = vp_h * (1.0 - 2 * PADDING) + + target_scale_x = avail_vp_w / span_length + target_scale_y = avail_vp_h / total_model_width + + if mode == "height": + target_scale = target_scale_y + else: + target_scale = min(target_scale_x, target_scale_y) + + fit_zoom = target_scale / base_scale + return max(0.1, min(fit_zoom, 10.0)) + + def fit_to_screen(self): + """Scale the diagram so it fits perfectly inside the visible viewport and center it.""" + self.zoom_level = self.compute_fit_zoom(mode="full") self._update_widget_size() self.update() - - # Restore center position after zoom - self._set_scroll_center(old_center, zoom_ratio) + self._center_scroll_bars() + + def zoom_reset(self): + """Standard behavior: Fit to height only.""" + self.zoom_level = self.compute_fit_zoom(mode="height") + self._update_widget_size() + self.update() + # Center the scrollbars after size update + QTimer.singleShot(50, self._center_scroll_bars) + + def _center_scroll_bars(self): + """Center the scrollbars of the parent scroll area.""" + if self.scroll_area: + h_bar = self.scroll_area.horizontalScrollBar() + v_bar = self.scroll_area.verticalScrollBar() + h_bar.setValue((h_bar.minimum() + h_bar.maximum()) // 2) + v_bar.setValue((v_bar.minimum() + v_bar.maximum()) // 2) def _get_scroll_center(self): """Get the current center point of the visible viewport in widget coordinates""" @@ -280,10 +342,38 @@ def _update_widget_size(self): """Update widget size based on zoom level for proper scrolling""" base_width = 800 base_height = 600 - # Add extra padding (20%) to ensure scrollbar reaches beyond content - padding_factor = 1.2 - new_width = int(base_width * self.zoom_level * padding_factor) - new_height = int(base_height * self.zoom_level) + + # Calculate content width at current zoom level to allow horizontal scrolling + span_length = max(self.params.get('span_length', 35000), 1.0) + n = self.params.get('num_girders', 4) + if n > 1: + total_model_width = (n - 1) * self.params.get('girder_spacing', 2750) + 2 * self.params.get('deck_overhang', 1000) + else: + total_model_width = 2 * self.params.get('deck_overhang', 1000) + total_model_width = max(total_model_width, 1.0) + + base_w_internal, base_h_internal = 900, 750 + margin = 60 + avail_base_w = base_w_internal - 2 * margin + avail_base_h = base_h_internal - 2 * margin - 60 + + base_scale_x = avail_base_w / span_length + base_scale_y = avail_base_h / total_model_width + base_scale = min(base_scale_x, base_scale_y) + + current_scale = self.zoom_level * base_scale + content_width_px = span_length * current_scale + 2 * margin + + # The widget should be at least as wide/high as its viewport OR content dimensions + if self.scroll_area and self.scroll_area.viewport(): + vp = self.scroll_area.viewport() + vp_w, vp_h = vp.width(), vp.height() + else: + vp_w, vp_h = base_width, base_height + + new_width = int(max(vp_w, content_width_px + 50)) + new_height = int(max(vp_h, base_height * self.zoom_level)) + self.setMinimumSize(new_width, new_height) self.resize(new_width, new_height) @@ -332,7 +422,7 @@ def _position_zoom_buttons(self): self.zoom_in_btn.move(int(x + 10), int(y)) self.zoom_out_btn.move(int(x + 10), int(y + 30)) - self.zoom_reset_btn.move(int(x), int(y + 60)) + self.zoom_reset_btn.move(int(x + 10), int(y + 60)) # Ensure buttons are visible on top self.zoom_in_btn.show() @@ -362,6 +452,7 @@ def update_params(self, params: dict): self.show_carriageway_values = True self.show_dimensions = True + self.zoom_reset() # Auto-fit height on parameter change self.update() def mouseMoveEvent(self, event): diff --git a/src/osdagbridge/desktop/ui/docks/input_dock.py b/src/osdagbridge/desktop/ui/docks/input_dock.py index 25320956a..4bc4d39df 100644 --- a/src/osdagbridge/desktop/ui/docks/input_dock.py +++ b/src/osdagbridge/desktop/ui/docks/input_dock.py @@ -1570,8 +1570,6 @@ def _get_effective_carriageway_width(self): except ValueError: width = min_width width = max(min_width, min(width, max_width)) - if self._is_median_included(): - return width * 2.0 # Two carriageways, one on each side of the median return width def _is_median_included(self): From 11c92bb6cdd3c40124c93e8f6cda6d084456d2bf Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Fri, 3 Apr 2026 21:57:10 +0530 Subject: [PATCH 105/225] Fix railing width unit handling and improve CAD scaling behavior - Removed incorrect mm conversion for railing width input and display - Synced UI and geometry units for railing width - Improved cross-section viewport resizing with zoom-based scaling - Added buffer to prevent content clipping at higher zoom levels --- .../ui/dialogs/tabs/typical_section_details.py | 4 ++-- .../desktop/ui/docks/cad_cross_section.py | 14 ++++++++++---- 2 files changed, 12 insertions(+), 6 deletions(-) diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py b/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py index 810daf0e0..68deb194c 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py @@ -445,7 +445,7 @@ def get_typical_section_params(self) -> dict: params["railing_type"] = self.railing_type.currentText() if hasattr(self, "railing_width") and self.railing_width.text(): - params["railing_width"] = float(self.railing_width.text()) * 1000 + params["railing_width"] = float(self.railing_width.text()) if hasattr(self, "railing_height") and self.railing_height.text(): params["railing_height"] = float(self.railing_height.text()) * 1000 @@ -1336,7 +1336,7 @@ def _set(widget, value: str): if geom: if "width" in geom: - _set(self.railing_width, f"{geom['width'] / 1000:.2f}") + _set(self.railing_width, f"{geom['width']:.0f}") if "height" in geom: _set(self.railing_height, f"{geom['height'] / 1000:.2f}") diff --git a/src/osdagbridge/desktop/ui/docks/cad_cross_section.py b/src/osdagbridge/desktop/ui/docks/cad_cross_section.py index bb2d9f08c..39ccf4feb 100644 --- a/src/osdagbridge/desktop/ui/docks/cad_cross_section.py +++ b/src/osdagbridge/desktop/ui/docks/cad_cross_section.py @@ -470,12 +470,14 @@ def _update_widget_size(self): else: vp_w, vp_h = base_width, base_height - new_width = int(max(vp_w, content_width_px + 50)) + content_width_px = base_width * self.zoom_level + + new_width = int(max(vp_w, content_width_px * 1.2)) # extra buffer new_height = int(max(vp_h, base_height * self.zoom_level)) - + self.setMinimumSize(new_width, new_height) self.resize(new_width, new_height) - + def resizeEvent(self, event): """Position zoom controls in top-right corner""" super().resizeEvent(event) @@ -1755,7 +1757,11 @@ def draw_cross_section(self, painter): # Geometry vector (true bracing direction) dx = x2 - x1 - thickness = 3.5 * (self.zoom_level / 1.2) + if is_preview: + # scale for preview to stay proportional to bridge size + thickness = max(1.2, (10 * scale * self.girder_visual_scale['web_thickness'])) * (self.zoom_level / 1.2) + else: + thickness = 3.5 * (self.zoom_level / 1.2) # ===== CROSS BRACING (\) ===== dy_bs = bottom_R - top_L From a7b6b30d0df2634f10601cb9709eaab3210fe3e3 Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Sat, 4 Apr 2026 02:03:30 +0530 Subject: [PATCH 106/225] Add CAD comments to additional_inputs.py for 2D cross-section render flow Add CAD comments to input_dock.py and typical_section_details.py for 2D cross-section --- .../desktop/ui/dialogs/additional_inputs.py | 58 ++++++++++++------- .../dialogs/tabs/typical_section_details.py | 20 +++++++ .../desktop/ui/docks/input_dock.py | 32 ++++++++-- 3 files changed, 85 insertions(+), 25 deletions(-) diff --git a/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py b/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py index 7acb2ef1b..01cd00c5f 100644 --- a/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py +++ b/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py @@ -446,11 +446,18 @@ def _apply_defaults(self): Data will be collected by template_page via get_all_values(). """ self.accept() - + + def get_all_values(self): """ - Return CAD-relevant numeric values from Additional Inputs. - This is consumed by InputDock / template_page. + @author: Faizan + Collect and return all CAD-relevant numeric parameters from the + Typical Section Details tab. + + Includes values such as girder spacing, deck thickness, crash barrier, + railing, median, wearing course, and cross bracing spacing. + + Used by InputDock to update and redraw the CAD cross-section. """ from osdagbridge.core.utils.common import ( @@ -685,26 +692,26 @@ def _build_sections_from_schema(self, parent_layout, sections, heading_style, la - # 2D CAD functions for tab enabling and disabling inside the addition inputs dialog ---> starts here - # Tab visibility helpers def _find_inner_tab_index(self, tab_widget, tab_name: str) -> int: - """Return the index of an inner tab by its label, or -1 if not found.""" + """ + @author: Faizan + Return the index of an inner tab by its label, or -1 if not found. + """ for i in range(tab_widget.count()): if tab_widget.tabText(i).strip().lower() == tab_name.strip().lower(): return i return -1 def apply_tab_visibility(self, footpath_value: str, include_median: str) -> None: - """Disable inner sub-tabs based on the current Input Dock selections. + """ + @author: Faizan + Enable or disable Railing and Median sub-tabs based on user selections. - Rules: - - Railing tab → disabled when footpath_value == "None" - (no footpath means no railing is needed) - - Median tab → disabled when include_median == "No" - (median excluded by the user) + - Railing tab is enabled only if footpath is present. + - Median tab is enabled only if median is included. - This method is called once right after the dialog is created, so the - disabled state is visible from the moment the user opens the dialog. + After updating tab visibility, the CAD cross-section preview is + refreshed to reflect the changes immediately. """ inner_tabs = self.typical_section_tab.input_tabs @@ -724,15 +731,21 @@ def apply_tab_visibility(self, footpath_value: str, include_median: str) -> None if hasattr(self.typical_section_tab, "_update_cad_preview"): self.typical_section_tab._update_cad_preview() - # 2D CAD functions for tab enabling and disabling inside the addition inputs dialog ---> ends here - def update_footpath_value(self, footpath_value): - """Update footpath value across all tabs""" + """ + @author: Faizan + Update the footpath configuration across UI and CAD preview. + + Propagates the selected footpath value from the Input Dock to the + Typical Section tab, ensuring the CAD cross-section preview updates + accordingly (e.g., both sides, left only, or none). + """ self.footpath_value = footpath_value self.typical_section_tab.update_footpath_value(footpath_value) + def update_project_location(self, location_data): """Update dependent tabs when project location changes""" if hasattr(self, "loading_tab"): @@ -800,10 +813,13 @@ def get_saved_data(self) -> dict: return self._last_saved_data.copy() def set_properties_data(self, data: dict) -> None: - """Restore properties data from a previous save. - - Args: - data: Dictionary containing properties to restore. + """ + @author: Faizan + Restore previously saved UI and CAD properties across all tabs. + + This method repopulates dialog fields (e.g., girder spacing, deck + thickness, barrier/railing/median settings) using saved data so that + the UI and CAD preview resume from the last known state. """ tabs = [ diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py b/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py index 68deb194c..a675a4e62 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py @@ -321,6 +321,15 @@ def init_ui(self): pass def _update_cad_preview(self): + """ + @author: Faizan + Collect all current UI field values — girder count, girder spacing, + deck overhang, deck thickness etc. + — convert units to millimetres where required, and push the assembled + params dict to CrossSectionCADWidget.update_params() to trigger an + immediate redraw of the 2D cross-section. + """ + if not hasattr(self, 'cad_preview'): return @@ -415,6 +424,17 @@ def _update_cad_preview(self): print(f"params: {params}") def get_typical_section_params(self) -> dict: + + """ + @author: Faizan + + Reads and returns the current Typical Section parameters from the UI, + including crash barrier, median, and railing properties, as a dictionary + (dimensions in mm). + + The returned values are consistent with those used in + _update_cad_preview(). + """ params = {} # ---- Crash Barrier ---- diff --git a/src/osdagbridge/desktop/ui/docks/input_dock.py b/src/osdagbridge/desktop/ui/docks/input_dock.py index 4bc4d39df..564a7691c 100644 --- a/src/osdagbridge/desktop/ui/docks/input_dock.py +++ b/src/osdagbridge/desktop/ui/docks/input_dock.py @@ -210,7 +210,13 @@ def paintEvent(self, event): # Collect all the input dock data to update 2D Cad def get_all_input_values(self): - """Collect all input values from the input dock""" + + """ + @author: Faizan + Collect all input dock values needed by the homepage CAD cross-section. + Merges basic inputs with Additional Inputs dialog values and seeds + safe defaults for any CAD parameter not yet entered by the user. + """ input_values = {} # Helper function to safely get numeric value @@ -295,7 +301,12 @@ def get_numeric_value(widget): return input_values def emit_value_changed(self): - """Emit signal to notify that input values have changed""" + """ + @author: Faizan + Emit input_value_changed to trigger a homepage CAD redraw. + Connected to every basic input field's change signal so the + cross-section updates instantly on every user edit. + """ self.input_value_changed.emit() def toggle_input_dock(self): @@ -743,7 +754,15 @@ def _on_design_clicked(self) -> None: self._debug_dump_final_inputs(self._final_inputs_saved_list) def _show_additional_inputs_dialog(self, target_tab_name=None): - """Show Additional Inputs dialog and optionally focus a specific top-level tab.""" + """ + @author: Faizan + Create the AdditionalInputs dialog, passing current footpath, + carriageway width, and live homepage CAD state as initial_cad_state + so the dialog preview starts in sync with the homepage cross-section. + Restores previously saved dialog state and connects save_button to + _update_cad_from_additional_inputs. + """ + footpath_value = self.footpath_combo.currentText() if self.footpath_combo else "None" carriageway_width = self._get_effective_carriageway_width() @@ -814,7 +833,12 @@ def _show_additional_inputs_dialog(self, target_tab_name=None): self._update_cad_from_additional_inputs(dialog) def _update_cad_from_additional_inputs(self, dialog): - """Update homepage CAD using values from the Additional Inputs dialog.""" + """ + @author: Faizan + Read all values from the Additional Inputs dialog after save, merge + them into additional_input_values, and emit input_value_changed to + trigger a homepage CAD redraw with the updated parameters. + """ if not dialog: return values = dialog.get_all_values() From 32a10f6b568b28f159826322e572bfeda13180f3 Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Sat, 4 Apr 2026 21:40:57 +0530 Subject: [PATCH 107/225] Fix CAD preview zoom button functionality and added '+' and '-' symbol on the buttons --- .../dialogs/tabs/typical_section_details.py | 1 - .../desktop/ui/docks/cad_cross_section.py | 23 +++++++++++++------ .../desktop/ui/docks/cad_top_view.py | 8 +++++++ .../desktop/ui/docks/input_dock.py | 1 - 4 files changed, 24 insertions(+), 9 deletions(-) diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py b/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py index a675a4e62..009d3af04 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py @@ -421,7 +421,6 @@ def _update_cad_preview(self): - print(f"params: {params}") def get_typical_section_params(self) -> dict: diff --git a/src/osdagbridge/desktop/ui/docks/cad_cross_section.py b/src/osdagbridge/desktop/ui/docks/cad_cross_section.py index 39ccf4feb..1746d8b8f 100644 --- a/src/osdagbridge/desktop/ui/docks/cad_cross_section.py +++ b/src/osdagbridge/desktop/ui/docks/cad_cross_section.py @@ -141,10 +141,12 @@ def setup_zoom_controls(self): self.zoom_in_btn.setStyleSheet(""" QPushButton { background-color: rgba(255, 255, 255, 200); + color: #333333; border: 1px solid #999; border-radius: 3px; font-size: 14px; font-weight: bold; + padding: 0; } QPushButton:hover { background-color: rgba(144, 175, 19, 200); @@ -159,10 +161,12 @@ def setup_zoom_controls(self): self.zoom_out_btn.setStyleSheet(""" QPushButton { background-color: rgba(255, 255, 255, 200); + color: #333333; border: 1px solid #999; border-radius: 3px; font-size: 14px; font-weight: bold; + padding: 0; } QPushButton:hover { background-color: rgba(144, 175, 19, 200); @@ -180,9 +184,11 @@ def setup_zoom_controls(self): self.zoom_reset_btn.setStyleSheet(""" QPushButton { background-color: rgba(255, 255, 255, 200); + color: #333333; font-size: 14px; font-weight: bold; border: None; + padding: 0; } QPushButton:hover { background-color: rgba(55, 55, 55, 50); @@ -260,8 +266,8 @@ def showEvent(self, event): super().showEvent(event) # Check if this is a preview is_preview = self.scale_factor < 1.0 if hasattr(self, 'scale_factor') else False - # Only show zoom buttons and center if NOT a preview - if not is_preview: + # Enable zoom buttons in regular view OR if it's the Additional Inputs preview (0.65) + if not is_preview or self.scale_factor == 0.65: # Position zoom buttons self._position_zoom_buttons() # DEFAULT: Fit to Screen on startup @@ -431,9 +437,9 @@ def _update_widget_size(self): # Check if this is a preview is_preview = self.scale_factor < 1.0 if hasattr(self, 'scale_factor') else False - if is_preview: - # For dialog previews, don't force a large minimum size - # The preview widget will conform to the dialog's layout + if is_preview and self.scale_factor != 0.65: + # For other previews (if any), don't force a large minimum size + # But for the 0.65 dialog preview, we allow resizing for zoom/scroll return base_width = 1000 @@ -533,6 +539,7 @@ def mouseMoveEvent(self, event): def register_hover_label(self, x, y, text, bg_color, text_color, font_size=9): """lables for catching hover hovering""" + font_size = max(1, font_size) font = QFont('Arial', font_size, QFont.Bold) metrics = self.fontMetrics() text_rect = metrics.boundingRect(text) @@ -568,9 +575,11 @@ def paintEvent(self, event): finally: painter.end() def draw_text_with_background(self, painter, x, y, text, - bg_color=QColor(255, 255, 255, 230), - text_color=QColor(0, 0, 0), font_size=9, bold=False): + bg_color=QColor(255, 255, 255, 230), + text_color=QColor(0, 0, 0), font_size=9, bold=False): + # defensive check: font size must be > 0 + font_size = max(1, font_size) font_weight = QFont.Bold if bold else QFont.Normal font = QFont('Arial', font_size, font_weight) painter.setFont(font) diff --git a/src/osdagbridge/desktop/ui/docks/cad_top_view.py b/src/osdagbridge/desktop/ui/docks/cad_top_view.py index 2ffdb235d..68cf81fef 100644 --- a/src/osdagbridge/desktop/ui/docks/cad_top_view.py +++ b/src/osdagbridge/desktop/ui/docks/cad_top_view.py @@ -117,10 +117,12 @@ def setup_zoom_controls(self): self.zoom_in_btn.setStyleSheet(""" QPushButton { background-color: rgba(255, 255, 255, 200); + color: #333333; border: 1px solid #999; border-radius: 3px; font-size: 14px; font-weight: bold; + padding: 0; } QPushButton:hover { background-color: rgba(144, 175, 19, 200); @@ -134,10 +136,12 @@ def setup_zoom_controls(self): self.zoom_out_btn.setStyleSheet(""" QPushButton { background-color: rgba(255, 255, 255, 200); + color: #333333; border: 1px solid #999; border-radius: 3px; font-size: 14px; font-weight: bold; + padding: 0; } QPushButton:hover { background-color: rgba(144, 175, 19, 200); @@ -154,9 +158,11 @@ def setup_zoom_controls(self): self.zoom_reset_btn.setStyleSheet(""" QPushButton { background-color: rgba(255, 255, 255, 200); + color: #333333; font-size: 14px; font-weight: bold; border: None; + padding: 0; } QPushButton:hover { background-color: rgba(55, 55, 55, 50); @@ -484,6 +490,8 @@ def draw_text_with_background(self, painter, x, y, text, bg_color=QColor(255, 255, 255, 230), text_color=QColor(0, 0, 0), font_size=9, bold=False): + # defensive check: font size must be > 0 + font_size = max(1, font_size) font_weight = QFont.Bold if bold else QFont.Normal font = QFont('Arial', font_size, font_weight) painter.setFont(font) diff --git a/src/osdagbridge/desktop/ui/docks/input_dock.py b/src/osdagbridge/desktop/ui/docks/input_dock.py index 564a7691c..95eb59b31 100644 --- a/src/osdagbridge/desktop/ui/docks/input_dock.py +++ b/src/osdagbridge/desktop/ui/docks/input_dock.py @@ -296,7 +296,6 @@ def get_numeric_value(widget): if hasattr(self, 'additional_input_values') and self.additional_input_values: input_values.update(self.additional_input_values) - print(f"input_values: {input_values}") return input_values From 413101d26fbd1dfa16b6dd5dc754e556c78dab0d Mon Sep 17 00:00:00 2001 From: Jatin1628 Date: Mon, 30 Mar 2026 21:56:23 +0530 Subject: [PATCH 108/225] Fixed merge conflicts --- .../ui/dialogs/tabs/design_options_tab.py | 100 +- .../ui/dialogs/tabs/support_conditions_tab.py | 61 +- .../ui/docks/support__conditions_cad.py | 1162 +++++++++++++++++ .../desktop/ui/docks/support_detail_cad.py | 550 ++++++++ 4 files changed, 1866 insertions(+), 7 deletions(-) create mode 100644 src/osdagbridge/desktop/ui/docks/support__conditions_cad.py create mode 100644 src/osdagbridge/desktop/ui/docks/support_detail_cad.py diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/design_options_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/design_options_tab.py index 6143055cc..202d7afc0 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/design_options_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/design_options_tab.py @@ -4,14 +4,19 @@ QFrame, QLabel, QScrollArea, - QLineEdit + QLineEdit, + QMessageBox, + QGridLayout, + QLineEdit, + QComboBox + ) from PySide6.QtCore import Qt from PySide6.QtGui import QDoubleValidator, QIntValidator from osdagbridge.core.bridge_types.plate_girder.ui_fields_additional_input import ( DESIGN_OPTIONS_SCHEMA, ) - +from osdagbridge.desktop.ui.dialogs.tabs.sub_tabs.section_properties.girder_details_tab import _BoundsDialog class DesignOptionsTab(QWidget): """ @@ -23,6 +28,12 @@ class DesignOptionsTab(QWidget): def __init__(self, parent_dialog): super().__init__() self.parent_dialog = parent_dialog + self._reinforcement_bounds = { + "lower": 8.0, + "upper": 40.0, + "increment": 1.0 + } + self._reinforcement_values = [8, 10, 12, 16, 20, 25, 28, 32, 36, 40] self.init_ui() def save_values(self): @@ -32,13 +43,33 @@ def save_values(self): if field_name.endswith("_combo") or field_name.endswith("_input"): widget = getattr(self.parent_dialog, field_name, None) if widget: - from PySide6.QtWidgets import QLineEdit, QComboBox if isinstance(widget, QLineEdit): values[field_name] = widget.text() elif isinstance(widget, QComboBox): values[field_name] = widget.currentText() + + values["reinforcement_bounds"] = self._reinforcement_bounds + return values + def restore_properties(self, data: dict): + bounds = data.get("reinforcement_bounds") + + if bounds: + self._reinforcement_bounds = { + "lower": float(bounds.get("lower", 8.0)), + "upper": float(bounds.get("upper", 40.0)), + "increment": float(bounds.get("increment", 1.0)) # safe default + } + + STANDARD = [8, 10, 12, 16, 20, 25, 28, 32, 36, 40] + + self._reinforcement_values = [ + s for s in STANDARD + if self._reinforcement_bounds["lower"] <= s <= self._reinforcement_bounds["upper"] + ] + + def reset_defaults(self): """Reset Design Options fields to schema defaults.""" for card in DESIGN_OPTIONS_SCHEMA.get("cards", []): @@ -233,4 +264,65 @@ def validate_shear_stud_spacing(self): self, "Invalid Shear Stud Spacing", f"Shear Stud Spacing must be between {bottom} and {top}.", - ) \ No newline at end of file + ) + + def _open_reinforcement_bounds(self): + + dialog = BoundsDialogNoIncrement( + "Reinforcement Size", + self._reinforcement_bounds, + self + ) + + if dialog.exec(): + result = dialog.result_bounds() + if result: + result.pop("increment", None) + self._reinforcement_bounds = result + + STANDARD = [8, 10, 12, 16, 20, 25, 28, 32, 36, 40] + + self._reinforcement_values = [ + s for s in STANDARD + if result["lower"] <= s <= result["upper"] + ] + + print("Reinforcement:", self._reinforcement_values) + + + + +class BoundsDialogNoIncrement(_BoundsDialog): + def __init__(self, title, bounds, parent=None): + super().__init__(title, bounds, parent) + + self.increment_input.hide() + + layout = self.findChild(QGridLayout) + if layout: + item = layout.itemAtPosition(2, 0) + if item and item.widget(): + item.widget().hide() + + def _on_accept(self): + lower = self._parse_positive(self.lower_input.text()) + upper = self._parse_positive(self.upper_input.text()) + + if lower is None or upper is None: + QMessageBox.warning(self, "Invalid Bounds", "Please enter valid numbers.") + return + + if upper <= lower: + QMessageBox.warning(self, "Invalid Bounds", "Upper must be greater than lower.") + return + + self._result = { + "lower": float(lower), + "upper": float(upper), + "increment": None + } + self.accept() + + + + diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/support_conditions_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/support_conditions_tab.py index e16e028e7..a7d499928 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/support_conditions_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/support_conditions_tab.py @@ -1,6 +1,7 @@ -from PySide6.QtWidgets import QWidget, QVBoxLayout, QFrame +from PySide6.QtWidgets import QWidget, QVBoxLayout, QFrame, QHBoxLayout, QSizePolicy from osdagbridge.core.bridge_types.plate_girder.ui_fields_additional_input import SUPPORT_CONDITIONS_SCHEMA - +from osdagbridge.desktop.ui.docks.support__conditions_cad import SupportCADWidget +from osdagbridge.desktop.ui.docks.support_detail_cad import SupportDetailCADWidget class SupportConditionsTab(QWidget): @@ -96,6 +97,42 @@ def init_ui(self): main_layout.addWidget(card) + + cad_card = QFrame() + cad_card.setObjectName("support_card") + cad_card.setStyleSheet(""" + QFrame#support_card { + border: 1px solid #b2b2b2; + border-radius: 8px; + background-color: #ffffff; + } + """) + + cad_layout = QVBoxLayout(cad_card) + cad_layout.setContentsMargins(10, 10, 10, 10) + + cad_row = QHBoxLayout() + cad_row.setSpacing(12) + + self.left_cad = SupportCADWidget() + self.left_cad.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Expanding) + self.left_cad.setMinimumSize(300, 250) + cad_row.addWidget(self.left_cad, 1) + + self.right_cad = SupportDetailCADWidget() + self.right_cad.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Expanding) + self.right_cad.setMinimumSize(150, 200) + cad_row.addWidget(self.right_cad, 1) + + if hasattr(self.parent_dialog, "bearing_length_input"): + self.parent_dialog.bearing_length_input.textChanged.connect( + self.update_cad + ) + + cad_layout.addLayout(cad_row) + + main_layout.addWidget(cad_card) + main_layout.addStretch() def reset_defaults(self): @@ -107,4 +144,22 @@ def reset_defaults(self): self.parent_dialog.right_support_combo.setCurrentText("Roller") if hasattr(self.parent_dialog, "bearing_length_input"): - self.parent_dialog.bearing_length_input.setText("400") \ No newline at end of file + self.parent_dialog.bearing_length_input.setText("400") + + + def update_cad(self): + if hasattr(self.parent_dialog, "bearing_length_input"): + text = self.parent_dialog.bearing_length_input.text() + + try: + value = float(text) + except: + value = 400 + + if hasattr(self, "right_cad"): + self.right_cad.update_params({ + "bearing_length": value + }) + + + \ No newline at end of file diff --git a/src/osdagbridge/desktop/ui/docks/support__conditions_cad.py b/src/osdagbridge/desktop/ui/docks/support__conditions_cad.py new file mode 100644 index 000000000..638db74a4 --- /dev/null +++ b/src/osdagbridge/desktop/ui/docks/support__conditions_cad.py @@ -0,0 +1,1162 @@ +""" +Top View CAD Widget for OsdagBridge +Handles top/plan view rendering of bridge structures +Author: Arushi +""" + +import math +from PySide6.QtWidgets import QWidget, QPushButton, QScrollArea +from PySide6.QtCore import Qt, QRectF, QPointF +from PySide6.QtGui import QPainter, QPen, QColor, QFont, QBrush, QPolygonF +from .cad_cross_section import CrossSectionCADWidget + + +class SupportCADWidget(QWidget): + """Widget for drawing bridge top view""" + + def __init__(self, parent=None): + super().__init__(parent) + self.setMouseTracking(True) # enable mouse tracking for hover + + # top view hover tracking + self.top_view_hover_zones = [] # list of (QRectF, element_type) + self.hovered_top_view_element = None + + # Zoom level for this widget + self.zoom_level = 1.0 + + # Track scroll area for fixed button positioning + self.scroll_area = None + + # bridge parameters with default values (all in mm) + self.params = { + 'span_length': 35000, + 'num_girders': 4, + 'girder_spacing': 2750, + 'cross_bracing_spacing': 3500, + 'carriageway_width': 10500, + 'skew_angle': 0, + 'deck_thickness': 200, + 'footpath_width': 1500, + 'footpath_thickness': 200, + 'crash_barrier_width': 500, + 'railing_height': 1000, + 'footpath_config': 'both', + 'deck_overhang': 1000, + 'railing_width': 100, + 'median_present': False, + 'median_width': 1200, + } + + # girder dimensions (mm) + self.girder = { + 'depth': 500, + 'top_flange_width': 180, + 'top_flange_thickness': 17.2, + 'bottom_flange_width': 180, + 'bottom_flange_thickness': 17.2, + 'web_thickness': 10.2, + # Legacy support for symmetric sections + 'flange_width': 180, + 'flange_thickness': 17.2, + } + + # stiffener dimensions + self.stiffener = { + 'width': 84.9, + 'height': 465.6, + } + + self.girder_visual_scale = { + 'depth': 3.0, + 'flange_width': 3.75, + 'flange_thickness': 4.05, + 'web_thickness': 3.75, + } + + # crash barrier dimensions (mm) + self.crash_barrier = { + 'width': 500, + 'height': 800, + 'base_width': 300, + } + + # railing dimensions + self.railing = { + 'post_dia': 50, + 'height': 1000, + 'rail_count': 3, + 'width': 100, + } + + + def update_params(self, params): + self.params.update(params) + self.update() + + def mouseMoveEvent(self, event): + """Handle mouse hover for top view""" + pos = event.position() if hasattr(event, 'position') else event.pos() + + # top view hover logic + new_hovered = None + for rect, element_type in self.top_view_hover_zones: + if rect.contains(pos): + new_hovered = element_type + break + + if new_hovered != self.hovered_top_view_element: + self.hovered_top_view_element = new_hovered + self.update() + + def paintEvent(self, event): + # clear hover zones at start of each paint + self.top_view_hover_zones = [] + + painter = QPainter(self) + painter.setRenderHint(QPainter.Antialiasing) + painter.fillRect(self.rect(), QColor(255, 255, 255)) + + self.draw_top_view(painter) + + def draw_text_with_background(self, painter, x, y, text, + bg_color=QColor(255, 255, 255, 230), + text_color=QColor(0, 0, 0), font_size=9, bold=False): + + font_weight = QFont.Bold if bold else QFont.Normal + font = QFont('Arial', font_size, font_weight) + painter.setFont(font) + metrics = painter.fontMetrics() + + # breaking text in 2 to space be space + lines = text.split("\n") + + line_height = metrics.height() + max_width = max(metrics.boundingRect(line).width() for line in lines) + total_height = line_height * len(lines) + + padding = 2 + + # background rectangle + bg_rect = QRectF( + x - padding, + y - total_height - padding, + max_width + 2 * padding, + total_height + 2 * padding + ) + + painter.setPen(Qt.NoPen) + painter.setBrush(QBrush(bg_color)) + painter.drawRect(bg_rect) + + # Draw each text line + painter.setPen(QPen(text_color, 0.8)) + first_line_y = y - total_height + metrics.ascent() + + for i, line in enumerate(lines): + painter.drawText(int(x), int(first_line_y + i * line_height), line) + + + def draw_dimension_arrow(self, painter, x1, y1, x2, y2, text, horizontal=True, offset=0, text_offset=0, draw_extensions=True, extension_direction='down', extension_end_y=None): + """dimension line with arrows and text with extension lines""" + painter.setPen(QPen(QColor(0, 0, 0), 0.8)) + + painter.drawLine(QPointF(x1, y1), QPointF(x2, y2)) + + ext_len = 6 + if horizontal: + painter.drawLine(QPointF(x1, y1 - ext_len), QPointF(x1, y1 + ext_len)) + painter.drawLine(QPointF(x2, y2 - ext_len), QPointF(x2, y2 + ext_len)) + else: + painter.drawLine(QPointF(x1 - ext_len, y1), QPointF(x1 + ext_len, y1)) + painter.drawLine(QPointF(x2 - ext_len, y2), QPointF(x2 + ext_len, y2)) + + arrow_len = 6 # you can tune this, ratio stays correct + arrow_half = arrow_len / 3 + + painter.setBrush(QBrush(QColor(0, 0, 0))) + + if horizontal: + left_arrow = [ + QPointF(x1, y1), + QPointF(x1 + arrow_len, y1 - arrow_half), + QPointF(x1 + arrow_len, y1 + arrow_half) + ] + painter.drawPolygon(QPolygonF(left_arrow)) + + right_arrow = [ + QPointF(x2, y2), + QPointF(x2 - arrow_len, y2 - arrow_half), + QPointF(x2 - arrow_len, y2 + arrow_half) + ] + painter.drawPolygon(QPolygonF(right_arrow)) + + if draw_extensions: + painter.setPen(QPen(QColor(100, 100, 100), 0.8, Qt.DotLine)) + + if extension_end_y is not None: + # Draw extension lines to specified y coordinate + if extension_direction == 'up': + painter.drawLine(QPointF(x1, y1), QPointF(x1, extension_end_y)) + painter.drawLine(QPointF(x2, y2), QPointF(x2, extension_end_y)) + else: + painter.drawLine(QPointF(x1, y1), QPointF(x1, extension_end_y)) + painter.drawLine(QPointF(x2, y2), QPointF(x2, extension_end_y)) + else: + extension_length = 40 + if extension_direction == 'up': + painter.drawLine(QPointF(x1, y1), QPointF(x1, y1 - extension_length)) + painter.drawLine(QPointF(x2, y2), QPointF(x2, y2 - extension_length)) + else: + painter.drawLine(QPointF(x1, y1), QPointF(x1, y1 + extension_length)) + painter.drawLine(QPointF(x2, y2), QPointF(x2, y2 + extension_length)) + + painter.setPen(QPen(QColor(0, 0, 0), 0.8)) + + text_x = (x1 + x2) / 2 + text_y = y1 - 8 + text_offset if offset >= 0 else y1 + 15 + text_offset + + font = QFont('Arial', 9, QFont.Bold) + metrics = painter.fontMetrics() + text_width = metrics.boundingRect(text).width() + + self.draw_text_with_background(painter, text_x - text_width/2, text_y, text, + QColor(255, 255, 255, 240), QColor(0, 0, 0), 9, True) + else: + top_arrow = [ + QPointF(x1, y1), + QPointF(x1 - arrow_half, y1 + arrow_len), + QPointF(x1 + arrow_half, y1 + arrow_len) + ] + + painter.drawPolygon(QPolygonF(top_arrow)) + + bottom_arrow = [ + QPointF(x2, y2), + QPointF(x2 - arrow_half, y2 - arrow_len), + QPointF(x2 + arrow_half, y2 - arrow_len) + ] + painter.drawPolygon(QPolygonF(bottom_arrow)) + + if draw_extensions: + painter.setPen(QPen(QColor(100, 100, 100), 0.8, Qt.DotLine)) + extension_length = 20 + + if extension_direction == 'left': + painter.drawLine(QPointF(x1, y1), QPointF(x1 - extension_length, y1)) + painter.drawLine(QPointF(x2, y2), QPointF(x2 - extension_length, y2)) + else: + painter.drawLine(QPointF(x1, y1), QPointF(x1 + extension_length, y1)) + painter.drawLine(QPointF(x2, y2), QPointF(x2 + extension_length, y2)) + + painter.setPen(QPen(QColor(0, 0, 0), 0.8)) + + text_x = x1 + (12 if offset >= 0 else -45) + text_offset + text_y = (y1 + y2) / 2 + 3 + + self.draw_text_with_background(painter, text_x, text_y, text, + QColor(255, 255, 255, 240), QColor(0, 0, 0), 9, True) + + def draw_dimension_arrow_text_outside(self, painter, x1, y1, x2, y2, text, horizontal=True, + text_side='right', text_offset=15): + """Dimension line with arrows""" + painter.setPen(QPen(QColor(0, 0, 0), 0.8)) + + painter.drawLine(QPointF(x1, y1), QPointF(x2, y2)) + + ext_len = 6 + arrow_len = 6 + arrow_half = arrow_len / 3 + + painter.setBrush(QBrush(QColor(0, 0, 0))) + + if horizontal: + painter.drawLine(QPointF(x1, y1 - ext_len), QPointF(x1, y1 + ext_len)) + painter.drawLine(QPointF(x2, y2 - ext_len), QPointF(x2, y2 + ext_len)) + + left_arrow = [ + QPointF(x1, y1), + QPointF(x1 + arrow_len, y1 - arrow_half), + QPointF(x1 + arrow_len, y1 + arrow_half) + ] + painter.drawPolygon(QPolygonF(left_arrow)) + + right_arrow = [ + QPointF(x2, y2), + QPointF(x2 - arrow_len, y2 - arrow_half), + QPointF(x2 - arrow_len, y2 + arrow_half) + ] + painter.drawPolygon(QPolygonF(right_arrow)) + + if text_side == 'top': + text_x = (x1 + x2) / 2 + text_y = y1 - text_offset + else: + text_x = (x1 + x2) / 2 + text_y = y1 + text_offset + 10 + + font = QFont('Arial', 9, QFont.Bold) + painter.setFont(font) + metrics = painter.fontMetrics() + text_width = metrics.boundingRect(text).width() + + self.draw_text_with_background(painter, text_x - text_width/2, text_y, text, + QColor(255, 255, 255, 240), QColor(0, 0, 0), 9, True) + else: + painter.drawLine(QPointF(x1 - ext_len, y1), QPointF(x1 + ext_len, y1)) + painter.drawLine(QPointF(x2 - ext_len, y2), QPointF(x2 + ext_len, y2)) + + top_arrow = [ + QPointF(x1, y1), + QPointF(x1 - arrow_half, y1 + arrow_len), + QPointF(x1 + arrow_half, y1 + arrow_len) + ] + + painter.drawPolygon(QPolygonF(top_arrow)) + + bottom_arrow = [ + QPointF(x2, y2), + QPointF(x2 - arrow_half, y2 - arrow_len), + QPointF(x2 + arrow_half, y2 - arrow_len) + ] + + painter.drawPolygon(QPolygonF(bottom_arrow)) + + text_y = (y1 + y2) / 2 + 3 + if text_side == 'left': + text_x = x1 - text_offset - 35 + else: + text_x = x1 + text_offset + + self.draw_text_with_background(painter, text_x, text_y, text, + QColor(255, 255, 255, 240), QColor(0, 0, 0), 9, True) + + def draw_leader_arrow(self, painter, from_x, from_y, to_x, to_y, text, bg_color=QColor(255, 255, 255, 250), text_color=QColor(0, 0, 0)): + """a leader line with arrow pointing to component""" + painter.setPen(QPen(QColor(0, 0, 0), 1.0)) + painter.drawLine(QPointF(from_x, from_y), QPointF(to_x, to_y)) + + arrow_len = 9 + arrow_half = arrow_len / 3 + + angle = math.atan2(to_y - from_y, to_x - from_x) + + arrow_points = [ + QPointF(to_x, to_y), + QPointF( + to_x - arrow_len * math.cos(angle) + arrow_half * math.sin(angle), + to_y - arrow_len * math.sin(angle) - arrow_half * math.cos(angle) + ), + QPointF( + to_x - arrow_len * math.cos(angle) - arrow_half * math.sin(angle), + to_y - arrow_len * math.sin(angle) + arrow_half * math.cos(angle) + ) + ] + + + painter.setBrush(QBrush(QColor(0, 0, 0))) + painter.drawPolygon(QPolygonF(arrow_points)) + + self.draw_text_with_background(painter, from_x - 5, from_y - 5, text, bg_color, text_color, 9, True) + + def draw_clean_leader_line(self, painter, target_x, target_y, label_x, label_y, text, + text_color=QColor(0, 0, 0), line_color=QColor(100, 100, 100)): + """draw a clean leader line from target point to label with dotted line""" + # Draw dotted line from target to label + pen = QPen(line_color, 1.0, Qt.DotLine) + painter.setPen(pen) + painter.drawLine(QPointF(target_x, target_y), QPointF(label_x, label_y)) + + # Draw small circle at target point + painter.setPen(QPen(line_color, 1.5)) + painter.setBrush(Qt.NoBrush) + painter.drawEllipse(QPointF(target_x, target_y), 3, 3) + + # Draw text at label position + font = QFont('Arial', 9, QFont.Bold) + painter.setFont(font) + metrics = painter.fontMetrics() + text_width = metrics.boundingRect(text).width() + text_height = metrics.height() + + # Determine text alignment based on relative position + if label_x > target_x: + text_x = label_x + 5 + else: + text_x = label_x - text_width - 5 + + text_y = label_y + text_height / 4 + + # Draw text with background + self.draw_text_with_background(painter, text_x, text_y, text, + QColor(255, 255, 255, 240), text_color, 9, True) + + def compute_deck_total_width(self): + """Compute total deck width including median if present""" + carriageway = self.params.get('carriageway_width', 10500) + crash_barrier = self.params.get('crash_barrier_width', 500) + footpath_width = self.params.get('footpath_width', 1500) + fp_config = self.params.get('footpath_config', 'both') + median_present = self.params.get('median_present', False) + median_width = self.params.get('median_width', 1200) + + if fp_config == 'both': + num_fp = 2 + elif fp_config in ['left', 'right']: + num_fp = 1 + else: + num_fp = 0 + + # If median is present, we have full carriageway on each side + if median_present: + deck_total = (carriageway * 2 + # Full carriageway on each side + median_width + + 2 * crash_barrier + + num_fp * footpath_width) + else: + deck_total = (carriageway + + 2 * crash_barrier + + num_fp * footpath_width) + + return deck_total, num_fp + + def draw_median_crash_barriers(self, painter, median_start_x, median_end_x, deck_top_y, scale): + """Draw two crash barriers for median, facing outward""" + + # Dimensions + TOTAL_HEIGHT = 900.0 + TOP_WIDTH = 175.0 + BOTTOM_WIDTH = 350.0 + BASE_VERTICAL = 100.0 + + h = TOTAL_HEIGHT * scale + top_w = TOP_WIDTH * scale + bottom_w = BOTTOM_WIDTH * scale + base_v = BASE_VERTICAL * scale + + median_width_px = median_end_x - median_start_x + + # Check if barriers fit + if bottom_w * 2 > median_width_px: + fit_scale = median_width_px / (bottom_w * 2) * 0.9 + h *= fit_scale + top_w *= fit_scale + bottom_w *= fit_scale + base_v *= fit_scale + + gap = median_width_px - 2 * bottom_w + if gap < 5: + gap = 5 + bottom_w = (median_width_px - gap) / 2 + ratio = bottom_w / (BOTTOM_WIDTH * scale) + h *= ratio + top_w *= ratio + base_v *= ratio + + y = deck_top_y + y_base_top = y - base_v + y_mid = y - (350 * scale * (h / (TOTAL_HEIGHT * scale))) # proportional + y_top = y - h + + # Offsets + scale_ratio = bottom_w / (BOTTOM_WIDTH * scale) if BOTTOM_WIDTH * scale > 0 else 1 + right_at_mid = 250 * scale * scale_ratio + left_at_top = 50 * scale * scale_ratio + right_at_top = 225 * scale * scale_ratio + + # LEFT barrier - front faces LEFT (toward left carriageway) + # This is the mirrored version + x_left = median_start_x + + points_left = [ + QPointF(x_left, y), # bottom-left + QPointF(x_left + bottom_w, y), # bottom-right + QPointF(x_left + bottom_w, y_base_top), # right after base + QPointF(x_left + bottom_w - left_at_top, y_top), # top-right + QPointF(x_left + bottom_w - right_at_top, y_top), # top-left + QPointF(x_left + bottom_w - right_at_mid, y_mid), # left at middle + QPointF(x_left, y_base_top), # left after base + ] + + painter.setBrush(QBrush(QColor(255, 210, 160))) + painter.setPen(QPen(QColor(0, 0, 0), max(1.5, scale * 1.5))) + painter.drawPolygon(QPolygonF(points_left)) + + # RIGHT barrier - front faces RIGHT (toward right carriageway) + # This is the original orientation + x_right = median_end_x - bottom_w + + points_right = [ + QPointF(x_right, y), # bottom-left + QPointF(x_right + bottom_w, y), # bottom-right + QPointF(x_right + bottom_w, y_base_top), # right after base + QPointF(x_right + right_at_mid, y_mid), # right at middle + QPointF(x_right + right_at_top, y_top), # top-right + QPointF(x_right + left_at_top, y_top), # top-left + QPointF(x_right, y_base_top), # left after base + ] + + painter.setBrush(QBrush(QColor(255, 210, 160))) + painter.setPen(QPen(QColor(0, 0, 0), max(1.5, scale * 1.5))) + painter.drawPolygon(QPolygonF(points_right)) + + def draw_top_view(self, painter): + """Draw top view with hover labels""" + # Clear top view hover zones + self.top_view_hover_zones = [] + + # Define colors + GIRDER_COLOR = CrossSectionCADWidget.GIRDER_COLOR + CROSS_BRACING_COLOR = CrossSectionCADWidget.CROSS_BRACING_COLOR + END_DIAPHRAGM_COLOR = CrossSectionCADWidget.END_DIAPHRAGM_COLOR + + + # Highlight colors + GIRDER_HIGHLIGHT = QColor(80, 140, 220) + CROSS_BRACING_HIGHLIGHT = QColor(255, 180, 90) + END_DIAPHRAGM_HIGHLIGHT = QColor(180, 120, 80) + BEARING_HIGHLIGHT = QColor(255, 80, 80) + + # Use base canvas dimensions for consistent drawing regardless of zoom + width = self.width() + height = self.height() + + # Reduced margins for better space utilization in split view + margin = 60 + available_width = width - 2 * margin + available_height = height - 2 * margin - 60 + + n = self.params['num_girders'] + + if n > 1: + total_girder_width = (n - 1) * self.params['girder_spacing'] + 2 * self.params['deck_overhang'] + else: + total_girder_width = 2 * self.params['deck_overhang'] + + total_model_width = total_girder_width + + span_scale = available_width / max(self.params['span_length'], 1.0) + width_scale = available_height / max(total_model_width, 1.0) + scale = min(span_scale, width_scale) # zoom_level already applied to width/height + + center_x = self.width() / 2 + center_y = self.height() / 2 + + # FIX: Negate the skew angle + skew_rad = math.radians(-self.params['skew_angle']) # CHANGED: Added negative sign + + girder_positions_y = [] + + if n > 1: + spacing_px = self.params['girder_spacing'] * scale + total_width_px = (n - 1) * spacing_px + start_y = center_y - total_width_px / 2 + for i in range(n): + y_pos = start_y + i * spacing_px + girder_positions_y.append(y_pos) + else: + girder_positions_y = [center_y] + + span_length_px = self.params['span_length'] * scale + start_x_base = center_x - span_length_px / 2 + end_x_base = center_x + span_length_px / 2 + + # Check hover states + girder_hovered = self.hovered_top_view_element == 'girder' + bracing_hovered = self.hovered_top_view_element == 'cross_bracing' + diaphragm_hovered = self.hovered_top_view_element == 'end_diaphragm' + bearing_hovered = self.hovered_top_view_element == 'bearing' + + # Draw girders + girder_color = GIRDER_HIGHLIGHT if girder_hovered else GIRDER_COLOR + girder_width = 4.5 if girder_hovered else 2.5 + painter.setPen(QPen(girder_color, girder_width)) + + girder_lines = [] + for y_pos in girder_positions_y: + y_offset_from_first = y_pos - girder_positions_y[0] + x_offset = y_offset_from_first * math.tan(skew_rad) + + x1 = start_x_base + x_offset + x2 = end_x_base + x_offset + + painter.drawLine(QPointF(x1, y_pos), QPointF(x2, y_pos)) + girder_lines.append({'y': y_pos, 'x1': x1, 'x2': x2}) + + # Register hover zone with larger padding for easier selection + hover_padding = 15 + self.top_view_hover_zones.append(( + QRectF(x1, y_pos - hover_padding, x2 - x1, hover_padding * 2), 'girder' + )) + + # Calculate bearing line positions + bearing_gap_px = max(30, 0.3 * self.params['girder_spacing'] * scale) + + top_extent = girder_positions_y[0] - bearing_gap_px + bottom_extent = girder_positions_y[-1] + bearing_gap_px if n > 1 else girder_positions_y[0] + bearing_gap_px + + left_bearing_base_x = start_x_base + right_bearing_base_x = end_x_base + + left_top_x = left_bearing_base_x + (top_extent - girder_positions_y[0]) * math.tan(skew_rad) + left_bottom_x = left_bearing_base_x + (bottom_extent - girder_positions_y[0]) * math.tan(skew_rad) + + right_top_x = right_bearing_base_x + (top_extent - girder_positions_y[0]) * math.tan(skew_rad) + right_bottom_x = right_bearing_base_x + (bottom_extent - girder_positions_y[0]) * math.tan(skew_rad) + + # Draw END DIAPHRAGMS + if n > 1: + diaphragm_color = END_DIAPHRAGM_HIGHLIGHT if diaphragm_hovered else END_DIAPHRAGM_COLOR + diaphragm_width = 4.0 if diaphragm_hovered else 3.0 + + # Use solid line with slight offset for double-line effect + painter.setBrush(Qt.NoBrush) + + # Left end diaphragm + for i in range(len(girder_positions_y) - 1): + y1 = girder_positions_y[i] + y2 = girder_positions_y[i + 1] + + y1_offset = y1 - girder_positions_y[0] + y2_offset = y2 - girder_positions_y[0] + + x1 = left_bearing_base_x + y1_offset * math.tan(skew_rad) + x2 = left_bearing_base_x + y2_offset * math.tan(skew_rad) + + # Draw double solid lines for end diaphragm + line_offset = 2 + dx = x2 - x1 + dy = y2 - y1 + length = math.sqrt(dx*dx + dy*dy) + if length > 0: + perp_x = -dy / length * line_offset + perp_y = dx / length * line_offset + + painter.setPen(QPen(diaphragm_color, diaphragm_width, Qt.SolidLine)) + painter.drawLine(QPointF(x1 + perp_x, y1 + perp_y), QPointF(x2 + perp_x, y2 + perp_y)) + painter.drawLine(QPointF(x1 - perp_x, y1 - perp_y), QPointF(x2 - perp_x, y2 - perp_y)) + + + # Register hover zone with larger padding + hover_padding = 20 + min_x, max_x = min(x1, x2) - hover_padding, max(x1, x2) + hover_padding + min_y, max_y = min(y1, y2), max(y1, y2) + self.top_view_hover_zones.append(( + QRectF(min_x, min_y, max_x - min_x, max_y - min_y), 'end_diaphragm' + )) + + # Right end diaphragm + for i in range(len(girder_positions_y) - 1): + y1 = girder_positions_y[i] + y2 = girder_positions_y[i + 1] + + y1_offset = y1 - girder_positions_y[0] + y2_offset = y2 - girder_positions_y[0] + + x1 = right_bearing_base_x + y1_offset * math.tan(skew_rad) + x2 = right_bearing_base_x + y2_offset * math.tan(skew_rad) + + # Draw double solid lines + line_offset = 2 + dx = x2 - x1 + dy = y2 - y1 + length = math.sqrt(dx*dx + dy*dy) + if length > 0: + perp_x = -dy / length * line_offset + perp_y = dx / length * line_offset + + painter.setPen(QPen(diaphragm_color, diaphragm_width, Qt.SolidLine)) + painter.drawLine(QPointF(x1 + perp_x, y1 + perp_y), QPointF(x2 + perp_x, y2 + perp_y)) + painter.drawLine(QPointF(x1 - perp_x, y1 - perp_y), QPointF(x2 - perp_x, y2 - perp_y)) + + + hover_padding = 20 + min_x, max_x = min(x1, x2) - hover_padding, max(x1, x2) + hover_padding + min_y, max_y = min(y1, y2), max(y1, y2) + self.top_view_hover_zones.append(( + QRectF(min_x, min_y, max_x - min_x, max_y - min_y), 'end_diaphragm' + )) + + # Draw center line of bearings + bearing_color = BEARING_HIGHLIGHT if bearing_hovered else QColor(255, 0, 0) + bearing_width = 2.5 if bearing_hovered else 1.5 + + pen = QPen(bearing_color, bearing_width, Qt.CustomDashLine) + pen.setDashPattern([8, 8]) + painter.setPen(pen) + + painter.drawLine(QPointF(left_top_x, top_extent), + QPointF(left_bottom_x, bottom_extent)) + painter.drawLine(QPointF(right_top_x, top_extent), + QPointF(right_bottom_x, bottom_extent)) + + # Register bearing hover zones with larger padding + hover_padding = 20 + self.top_view_hover_zones.append(( + QRectF(min(left_top_x, left_bottom_x) - hover_padding, top_extent, + abs(left_top_x - left_bottom_x) + hover_padding * 2, bottom_extent - top_extent), 'bearing' + )) + self.top_view_hover_zones.append(( + QRectF(min(right_top_x, right_bottom_x) - hover_padding, top_extent, + abs(right_top_x - right_bottom_x) + hover_padding * 2, bottom_extent - top_extent), 'bearing' + )) + + # Cross bracing + bracing_positions_x = [] + if self.params['cross_bracing_spacing'] > 0 and n > 1: + span_length = self.params['span_length'] + bracing_spacing = self.params['cross_bracing_spacing'] + + num_braces = max(1, int(math.ceil(span_length / bracing_spacing))) + actual_spacing_px = span_length_px / num_braces + + bracing_color = CROSS_BRACING_HIGHLIGHT if bracing_hovered else CROSS_BRACING_COLOR + bracing_width = 3.5 if bracing_hovered else 1.8 + painter.setPen(QPen(bracing_color, bracing_width)) + + for section in range(1, num_braces): + brace_x_base = start_x_base + section * actual_spacing_px + + for i in range(len(girder_positions_y) - 1): + y1 = girder_positions_y[i] + y2 = girder_positions_y[i + 1] + + y1_offset = y1 - girder_positions_y[0] + y2_offset = y2 - girder_positions_y[0] + + x1 = brace_x_base + y1_offset * math.tan(skew_rad) + x2 = brace_x_base + y2_offset * math.tan(skew_rad) + + painter.drawLine(QPointF(x1, y1), QPointF(x2, y2)) + + # Register hover zone with larger padding + hover_padding = 15 + min_x, max_x = min(x1, x2) - hover_padding, max(x1, x2) + hover_padding + min_y, max_y = min(y1, y2), max(y1, y2) + self.top_view_hover_zones.append(( + QRectF(min_x, min_y, max_x - min_x, max_y - min_y), 'cross_bracing' + )) + + if i == 0: + bracing_positions_x.append(brace_x_base) + + # Draw skew angle indicator + if abs(self.params['skew_angle']) > 0.1: + self.draw_skew_angle_indicator(painter, girder_lines[0]['x1'], girder_positions_y[0], + skew_rad, scale, left_bearing_base_x) + + # Add dimensions (always visible) and hover labels (only on hover) + self.add_clean_top_view_dimensions( + painter, girder_lines, girder_positions_y, scale, n, bracing_positions_x, + skew_rad, start_x_base, end_x_base, left_bearing_base_x, right_bearing_base_x, + top_extent, bottom_extent, left_top_x, right_top_x, + GIRDER_COLOR, CROSS_BRACING_COLOR, END_DIAPHRAGM_COLOR + ) + + # Notes removed for cleaner layout in split view + + + def draw_skew_angle_indicator(self, painter, girder_start_x, girder_y, skew_rad, scale, bearing_x): + """Draw skew angle indicator with arc and proper sign display""" + skew_deg = self.params['skew_angle'] # CHANGED + + if abs(skew_deg) < 0.1: + return + + # Reference point at the first girder on the bearing line + ref_x = bearing_x + ref_y = girder_y + + arc_radius = 70 + + # Draw vertical reference line (what 0 skew would look like) + painter.setPen(QPen(QColor(0, 0, 0), 1.5, Qt.DashLine)) + painter.drawLine(QPointF(ref_x, ref_y), QPointF(ref_x, ref_y - arc_radius - 20)) + + # Draw the actual skewed bearing line direction + # The skew causes the bearing line to rotate, so we show that angle + skewed_end_x = ref_x - arc_radius * math.sin(skew_rad) + skewed_end_y = ref_y - arc_radius * math.cos(skew_rad) + + painter.setPen(QPen(QColor(0, 0, 0), 2.0)) + painter.drawLine(QPointF(ref_x, ref_y), QPointF(skewed_end_x, skewed_end_y)) + + # Draw arc from vertical to skewed line + # Qt uses 1/16 degree units, angles measured counter-clockwise from 3 o'clock + # 90 degrees (in Qt) = pointing up + arc_rect = QRectF(ref_x - arc_radius, ref_y - arc_radius, arc_radius * 2, arc_radius * 2) + + # Start angle is 90 degrees (pointing up/vertical) + start_angle_deg = 90 + # Span angle is the skew angle (use original input value for arc direction) + span_angle_deg = skew_deg + + painter.setPen(QPen(QColor(0,0,0), 2.5)) + painter.drawArc(arc_rect, int(start_angle_deg * 16), int(-span_angle_deg * 16)) + + # Draw arrow at end of arc + arrow_angle_rad = math.radians(90 - skew_deg) + arrow_x = ref_x + arc_radius * math.cos(arrow_angle_rad) + arrow_y = ref_y - arc_radius * math.sin(arrow_angle_rad) + + # -------- SHARP SKEW ARROW (CAD STYLE) -------- + + # Arrow geometry (tuned for sharpness) + shaft_len = 12 # length of arrow shaft + head_len = 10 # length of arrow head + head_half_angle = math.radians(18) # narrow = sharp tip + + # Tangent direction (exact) + tangent_angle = arrow_angle_rad + + # Shaft start + shaft_start_x = arrow_x - shaft_len * math.cos(tangent_angle) + shaft_start_y = arrow_y + shaft_len * math.sin(tangent_angle) + + # Draw shaft + painter.setPen(QPen(QColor(0, 0, 0), 2.0)) + painter.drawLine( + QPointF(shaft_start_x, shaft_start_y), + QPointF(arrow_x, arrow_y) + ) + + # Arrowhead points + left_x = arrow_x - head_len * math.cos(tangent_angle - head_half_angle) + left_y = arrow_y + head_len * math.sin(tangent_angle - head_half_angle) + + right_x = arrow_x - head_len * math.cos(tangent_angle + head_half_angle) + right_y = arrow_y + head_len * math.sin(tangent_angle + head_half_angle) + + arrow_head = QPolygonF([ + QPointF(arrow_x, arrow_y), + QPointF(left_x, left_y), + QPointF(right_x, right_y) + ]) + + painter.setBrush(QBrush(QColor(0, 0, 0))) + painter.drawPolygon(arrow_head) + + + # Add angle label with proper sign - using ORIGINAL input value + # Position label near the arc + label_radius = arc_radius + 25 + label_angle_rad = math.radians(90 - skew_deg/2) # Middle of the arc + label_x = ref_x + label_radius * math.cos(label_angle_rad) + label_y = ref_y - label_radius * math.sin(label_angle_rad) + + # Format with explicit sign (+ or -) - showing ORIGINAL input value + if skew_deg >= 0: + angle_text = f"Skew = +{abs(skew_deg):.1f}°" + else: + angle_text = f"Skew = {skew_deg:.1f}°" + + # Adjust label position based on skew direction + if skew_deg > 0: + label_x -= 10 + else: + label_x -= 70 + + self.draw_text_with_background( + painter, label_x, label_y, + angle_text, + QColor(255, 255, 255, 240), + QColor(0, 0, 0), + 9, True) + + + def add_clean_top_view_dimensions(self, painter, girder_lines, girder_positions_y, + scale, n, bracing_positions, skew_rad, + start_x_base, end_x_base, left_bearing_base_x, right_bearing_base_x, + top_extent, bottom_extent, left_top_x, right_top_x, + girder_color, cross_bracing_color, end_diaphragm_color): + """Add dimensions (always visible) and hover labels (only on hover)""" + + if not girder_lines: + return + + # Get last girder for reference + last_girder_idx = len(girder_lines) - 1 + last_girder = girder_lines[last_girder_idx] + last_girder_y = last_girder['y'] + + y_offset_last = last_girder_y - girder_positions_y[0] + x_offset_last = y_offset_last * math.tan(skew_rad) + + dim_y_base = last_girder_y + 50 + + # SPAN LENGTH dimension (always visible) + dim_y1 = dim_y_base + x1_span = last_girder['x1'] + x2_span = last_girder['x2'] + span_m = self.params['span_length'] / 1000 + + self.draw_dimension_arrow_with_extensions_up( + painter, x1_span, dim_y1, x2_span, dim_y1, + f"Span Length = {span_m:.1f} m", last_girder_y + ) + + # BRACING SPACING dimension (always visible) + if self.params['cross_bracing_spacing'] > 0 and len(bracing_positions) > 1: + dim_y2 = dim_y_base + 15 + cb_spacing_m = self.params['cross_bracing_spacing'] / 1000 + + x1_brace = bracing_positions[0] + x_offset_last + x2_brace = bracing_positions[1] + x_offset_last + + self.draw_dimension_arrow_with_extensions_up( + painter, x1_brace, dim_y2, x2_brace, dim_y2, + f"Bracing Spacing = {cb_spacing_m:.2f} m", last_girder_y + ) + + # GIRDER SPACING dimension (always visible) + if n > 1: + y1 = girder_positions_y[0] + y2 = girder_positions_y[1] + + y1_offset = y1 - girder_positions_y[0] + y2_offset = y2 - girder_positions_y[0] + x1_at_end = end_x_base + y1_offset * math.tan(skew_rad) + 30 + x2_at_end = end_x_base + y2_offset * math.tan(skew_rad) + 30 + + gs_m = self.params['girder_spacing'] / 1000 + + # just the skewed dimension line + arrows, no text on it + self.draw_skewed_dimension_arrow( + painter, x1_at_end, y1, x2_at_end, y2, + "", # no inline text + skew_rad + ) + + # Girder Spacing label + value (3 lines) + label_x = max(x1_at_end, x2_at_end) + 25 + label_y = (y1 + y2) / 2 + + label_text = f"Girder\nSpacing\n= {gs_m:.2f} m" + + self.draw_text_with_background( + painter, label_x, label_y, + label_text, + QColor(255, 255, 255, 250), + QColor(0, 100, 0), 9, True + ) + + # CL OF BEARING labels - ALWAYS VISIBLE (moved outside hover condition) + label_y_bearing = top_extent - 15 + + left_label_x = left_top_x - 80 + right_label_x = right_top_x - 45 + + self.draw_text_with_background(painter, left_label_x, label_y_bearing, + "CL of Bearing", QColor(255, 255, 255, 250), + QColor(200, 0, 0), 9, True) + + self.draw_text_with_background(painter, right_label_x, label_y_bearing, + "CL of Bearing", QColor(255, 255, 255, 250), + QColor(200, 0, 0), 9, True) + + # HOVER LABELS (only shown when hovered) + + # 1. GIRDER label - show only when girder is hovered + if len(girder_lines) > 0 and self.hovered_top_view_element == 'girder': + first_girder = girder_lines[0] + target_x = (first_girder['x1'] + first_girder['x2']) / 2 + target_y = first_girder['y'] + + label_x = target_x + label_y = target_y - 30 + + self.draw_clean_leader_line(painter, target_x, target_y, label_x, label_y, + "Girder", girder_color, QColor(0, 100, 0)) + + # 2. CROSS BRACING label - show only when cross bracing is hovered + if n > 1 and len(bracing_positions) > 0 and self.hovered_top_view_element == 'cross_bracing': + brace_index = min(6, len(bracing_positions) - 1) + brace_x_base = bracing_positions[brace_index] + + y1 = girder_positions_y[0] + y2 = girder_positions_y[1] + + y1_offset = y1 - girder_positions_y[0] + y2_offset = y2 - girder_positions_y[0] + x1 = brace_x_base + y1_offset * math.tan(skew_rad) + x2 = brace_x_base + y2_offset * math.tan(skew_rad) + + target_x = (x1 + x2) / 2 + target_y = (y1 + y2) / 2 + + label_offset = 30 + label_x = target_x - label_offset * math.sin(skew_rad) + label_y = target_y - label_offset + + self.draw_clean_leader_line(painter, target_x, target_y, label_x, label_y, + "Cross Bracing", cross_bracing_color, QColor(200, 100, 0)) + + # 3. END DIAPHRAGM label - show only when end diaphragm is hovered + if n > 1 and len(girder_positions_y) >= 2 and self.hovered_top_view_element == 'end_diaphragm': + y1 = girder_positions_y[0] + y2 = girder_positions_y[1] + + y1_offset = y1 - girder_positions_y[0] + y2_offset = y2 - girder_positions_y[0] + x1 = left_bearing_base_x + y1_offset * math.tan(skew_rad) + x2 = left_bearing_base_x + y2_offset * math.tan(skew_rad) + + target_x = (x1 + x2) / 2 + target_y = (y1 + y2) / 2 + + label_offset = 10 + label_x = target_x - label_offset - 10 + label_y = target_y + 5 + + self.draw_clean_leader_line(painter, target_x, target_y, label_x, label_y, + "End Diaphragm", end_diaphragm_color, QColor(139, 69, 19)) + + def draw_dimension_arrow_with_extensions_up(self, painter, x1, y1, x2, y2, text, girder_y): + """Dimension line with arrows and extension lines going UP to girder level (dimension below)""" + painter.setPen(QPen(QColor(0, 0, 0), 0.8)) + + # Draw main dimension line + painter.drawLine(QPointF(x1, y1), QPointF(x2, y2)) + + # Draw extension lines going UP to girder (y1 > girder_y since dimension is below) + painter.setPen(QPen(QColor(100, 100, 100), 0.8, Qt.DotLine)) + painter.drawLine(QPointF(x1, y1), QPointF(x1, girder_y)) + painter.drawLine(QPointF(x2, y2), QPointF(x2, girder_y)) + + # Reset pen for arrows + painter.setPen(QPen(QColor(0, 0, 0), 0.8)) + + # Draw end ticks + ext_len = 6 + painter.drawLine(QPointF(x1, y1 - ext_len), QPointF(x1, y1 + ext_len)) + painter.drawLine(QPointF(x2, y2 - ext_len), QPointF(x2, y2 + ext_len)) + + # Draw arrows + arrow_len = 6 + arrow_half = arrow_len / 3 + + painter.setBrush(QBrush(QColor(0, 0, 0))) + + left_arrow = [ + QPointF(x1, y1), + QPointF(x1 + arrow_len, y1 - arrow_half), + QPointF(x1 + arrow_len, y1 + arrow_half) + ] + + painter.drawPolygon(QPolygonF(left_arrow)) + + right_arrow = [ + QPointF(x2, y2), + QPointF(x2 - arrow_len, y2 - arrow_half), + QPointF(x2 - arrow_len, y2 + arrow_half) + ] + + painter.drawPolygon(QPolygonF(right_arrow)) + + # Draw text BELOW the dimension line (above in terms of value since we add to y) + text_x = (x1 + x2) / 2 + text_y = y1 + 15 # Below the dimension line + + font = QFont('Arial', 9, QFont.Bold) + painter.setFont(font) + metrics = painter.fontMetrics() + text_width = metrics.boundingRect(text).width() + + self.draw_text_with_background(painter, text_x - text_width/2, text_y, text, + QColor(255, 255, 255, 240), QColor(0, 0, 0), 9, True) + + + def draw_skewed_dimension_arrow(self, painter, x1, y1, x2, y2, text, skew_rad): + """Draw a dimension arrow that follows skew angle with horizontal text""" + painter.setPen(QPen(QColor(0, 0, 0), 0.8)) + + painter.drawLine(QPointF(x1, y1), QPointF(x2, y2)) + + dx = x2 - x1 + dy = y2 - y1 + length = math.sqrt(dx * dx + dy * dy) + + if length == 0: + return + + nx = dx / length + ny = dy / length + + px = -ny + py = nx + + tick_len = 5 + + painter.drawLine(QPointF(x1 - px * tick_len, y1 - py * tick_len), + QPointF(x1 + px * tick_len, y1 + py * tick_len)) + painter.drawLine(QPointF(x2 - px * tick_len, y2 - py * tick_len), + QPointF(x2 + px * tick_len, y2 + py * tick_len)) + + arrow_len = 6 + arrow_half = arrow_len / 3 + + painter.setBrush(QBrush(QColor(0, 0, 0))) + + angle1 = math.atan2(dy, dx) + arrow1 = [ + QPointF(x1, y1), + QPointF( + x1 + arrow_len * math.cos(angle1) - arrow_half * math.sin(angle1), + y1 + arrow_len * math.sin(angle1) + arrow_half * math.cos(angle1) + ), + QPointF( + x1 + arrow_len * math.cos(angle1) + arrow_half * math.sin(angle1), + y1 + arrow_len * math.sin(angle1) - arrow_half * math.cos(angle1) + ) + ] + + painter.drawPolygon(QPolygonF(arrow1)) + + angle2 = math.atan2(-dy, -dx) + arrow2 = [ + QPointF(x2, y2), + QPointF( + x2 + arrow_len * math.cos(angle2) - arrow_half * math.sin(angle2), + y2 + arrow_len * math.sin(angle2) + arrow_half * math.cos(angle2) + ), + QPointF( + x2 + arrow_len * math.cos(angle2) + arrow_half * math.sin(angle2), + y2 + arrow_len * math.sin(angle2) - arrow_half * math.cos(angle2) + ) + ] + + painter.drawPolygon(QPolygonF(arrow2)) + + # Draw text horizontally at midpoint, offset to the right + mid_x = (x1 + x2) / 2 + mid_y = (y1 + y2) / 2 + + text_x = mid_x + 8 + text_y = mid_y + 4 + + self.draw_text_with_background(painter, text_x, text_y, text, + QColor(255, 255, 255, 240), QColor(0, 0, 0), 9, True) + + def add_clean_top_view_notes(self, painter, height): + """Add professional notes""" + notes_y = height - 160 + + self.draw_text_with_background(painter, 30, notes_y + 5, + "NOTES:", QColor(240, 245, 250, 250), + QColor(0, 0, 0), 9, True) + + notes = [ + f"1. Green lines: Girders (Qty = {self.params['num_girders']})", + f"2. Orange lines: Cross bracing (ISA 100×100×8)", + f"3. Brown lines: End diaphragms at bearing locations", + f"4. Red dashed: Centerline of bearings", + f"5. Skew angle: {self.params['skew_angle']:.1f}°", + f"6. All dimensions in meters", + ] + + painter.setFont(QFont('Arial', 9)) + painter.setPen(QPen(QColor(40, 40, 40), 1)) + + for i, note in enumerate(notes): + note_y = notes_y + 22 + i * 13 + painter.drawText(32, note_y, note) \ No newline at end of file diff --git a/src/osdagbridge/desktop/ui/docks/support_detail_cad.py b/src/osdagbridge/desktop/ui/docks/support_detail_cad.py new file mode 100644 index 000000000..df6891de1 --- /dev/null +++ b/src/osdagbridge/desktop/ui/docks/support_detail_cad.py @@ -0,0 +1,550 @@ +""" +Support Detail CAD Widget for OsdagBridge +Draws the end bearing detail of a plate girder. +Layout is pixel-proportional to the widget size. +Only the bearing plate arrow width is driven by bearing_length. + +Author: OsdagBridge +""" + +import math +from PySide6.QtWidgets import QWidget +from PySide6.QtCore import Qt, QPointF, QRectF, QSize +from PySide6.QtGui import ( + QPainter, QPen, QColor, QFont, QBrush, QPolygonF, QPixmap +) + + +class SupportDetailCADWidget(QWidget): + """ + Dynamic 2D CAD of the plate girder end bearing detail. + Only `bearing_length` is dynamic; everything else is fixed. + """ + + DEFAULT_PARAMS = { + "bearing_length": 400, + } + + def __init__(self, parent=None): + super().__init__(parent) + self.params = dict(self.DEFAULT_PARAMS) + self.setMinimumSize(200, 250) + self.concrete_brush = self.create_concrete_brush() + + def sizeHint(self): + """Return preferred size for the widget.""" + return QSize(280, 300) + + def update_params(self, params: dict): + self.params.update(params) + self.update() + + def paintEvent(self, event): + painter = QPainter(self) + try: + painter.setRenderHint(QPainter.Antialiasing) + painter.fillRect(self.rect(), QColor(255, 255, 255)) + self._draw(painter) + finally: + painter.end() + + def _draw(self, painter: QPainter): + scale_factor = 0.75 + W = self.width() + H = self.height() + + # Scale down the drawing with vertical centering + horizontal_padding = W * (1 - scale_factor) / 2 + vertical_padding = H * (1 - scale_factor) / 2 + + painter.translate(horizontal_padding, vertical_padding) + painter.scale(scale_factor, scale_factor) + + bearing_len = max(50, min(600, float(self.params["bearing_length"]))) + + + cx = W * 0.32 + + #concrete block + conc_w = W * 0.3 + conc_left = cx - conc_w / 2 + conc_right = cx + conc_w / 2 + + #bearing plate + max_bp_px = conc_w * 0.90 + bp_px = max_bp_px * (bearing_len / 600.0) + bp_left = cx - bp_px / 2 + bp_right = cx + bp_px / 2 + + #flange lines — start from bearing plate left + fl_left = bp_left + fl_right = cx + W * 0.30 + + + + # Stiffener lines — narrow pair around centre + stiff_offset = W * 0.03 + stiff_half_px = W * 0.014 + # stiff_left = cx - stiff_half_px - stiff_offset + stiff_right = cx + stiff_half_px - stiff_offset + + # Zigzag x — fixed gap beyond flange right edge + zigzag_x = fl_right + + # Vertical positions as fractions of H + tf_top_y = H * 0.05 + tf_bot_y = tf_top_y + H * 0.025 + bf_top_y = tf_bot_y + H * 0.5 + bf_bot_y = bf_top_y + H * 0.025 + bearing_top_y = bf_bot_y + bearing_bot_y = bearing_top_y + H * 0.068 + conc_top_y = bearing_bot_y + conc_bot_y = conc_top_y + H * 0.20 + + zz_top = tf_top_y + H * 0.05 + zz_bot = bf_bot_y - H * 0.05 + + # Dimension arrow y — midpoint of the gap + + dim_y = conc_bot_y + H * 0.10 + + pen_main = QPen(QColor(0, 0, 0), 1) + + #Start Vertical line + painter.setPen(QPen(QColor(0, 0, 0), 1.2)) + + painter.drawLine( + QPointF(bp_left, tf_top_y), + QPointF(bp_left, bearing_bot_y) + ) + + #TOP FLANGE + painter.setPen(pen_main) + painter.setBrush(Qt.NoBrush) + painter.drawLine(QPointF(fl_left, tf_top_y), QPointF(fl_right, tf_top_y)) + painter.drawLine(QPointF(fl_left, tf_bot_y), QPointF(fl_right, tf_bot_y)) + + + #END BEARING STIFFENER + stiff_width = W * 0.02 + stiff_x = cx + + painter.drawRect(QRectF( + stiff_x - stiff_width/2, + tf_bot_y, + stiff_width, + bf_top_y - tf_bot_y + )) + + #BOTTOM FLANGE + painter.setPen(pen_main) + painter.drawLine(QPointF(fl_left, bf_top_y), QPointF(fl_right, bf_top_y)) + painter.drawLine(QPointF(fl_left, bf_bot_y), QPointF(fl_right, bf_bot_y)) + + # BEARING PLATE + bp_h = bearing_bot_y - bearing_top_y + bp_rect = QRectF(bp_left, bearing_top_y, bp_right - bp_left, bp_h) + + painter.save() + painter.setClipRect(bp_rect) + + # Hatch (bold grey) + painter.setPen(QPen(QColor(170, 170, 170), 2.2)) + + hatch_spacing = 7 + x_start = bp_left - bp_h + + while x_start < bp_right: + painter.drawLine( + QPointF(x_start, bearing_bot_y), + QPointF(x_start + bp_h, bearing_top_y) + ) + x_start += hatch_spacing + + painter.restore() + + painter.setPen(QPen(QColor(150, 150, 150), 2.4)) + painter.setBrush(Qt.NoBrush) + painter.drawRect(bp_rect) + + # CONCRETE BLOCK (TEXTURED) + painter.setPen(pen_main) + painter.setBrush(self.concrete_brush) + + painter.drawRect(QRectF( + conc_left, + conc_top_y, + conc_w, + conc_bot_y - conc_top_y + )) + + dash_pen = QPen(QColor(0, 0, 0), 1) + dash_pen.setStyle(Qt.DashLine) + painter.setPen(dash_pen) + + # left projection + painter.drawLine( + QPointF(bp_left, bearing_bot_y), + QPointF(bp_left, dim_y) + ) + + # right projection + painter.drawLine( + QPointF(bp_right, bearing_bot_y), + QPointF(bp_right, dim_y) + ) + + #DIMENSION ARROW + self._draw_dim_arrow(painter, bp_left, dim_y, bp_right, dim_y) + + # Bottom zigzag + ext = W * 0.05 + + # left extension + painter.drawLine(QPointF(conc_left - ext, conc_bot_y), + QPointF(conc_left - 1, conc_bot_y)) + + # zigzag + self._draw_h_zigzag( + painter, + conc_left + 1, + conc_bot_y, + conc_right, + conc_bot_y, + amplitude=12, + steps=2, + segments=2, + pen=QPen(QColor(0, 0, 0), 1) + ) + + # right extension + painter.drawLine( + QPointF(conc_right, conc_bot_y), + QPointF(conc_right + ext, conc_bot_y) + ) + + # 8. RIGHT-SIDE VERTICAL ZIGZAG + ext = W * 0.05 + + # top extension + painter.drawLine( + QPointF(zigzag_x, zz_top - ext), + QPointF(zigzag_x, zz_top) + ) + + # zigzag + self._draw_v_zigzag( + painter, + zigzag_x, + zz_top, + zz_bot, + amplitude=12, + steps=2, + segments=2, + pen=QPen(QColor(0, 0, 0), 1) + ) + + # bottom extension + painter.drawLine( + QPointF(zigzag_x, zz_bot), + QPointF(zigzag_x, zz_bot + ext) + ) + + #same arrow length for all labels + arrow_dx = W * 0.04 + arrow_dy = H * 0.08 + + #LABELS + stiff_mid_y = (tf_bot_y + bf_top_y) / 2 + + # End bearing stiffener — leader from upper-right toward stiffener mid + self._draw_leader( + painter, + stiff_right + arrow_dx, + stiff_mid_y - arrow_dy, + stiff_right + W * 0.02, + stiff_mid_y, + "End bearing\nstiffener" + ) + + # Bearing plate — label always anchored beyond zigzag to avoid overlap + bp_mid_y = (bearing_top_y + bearing_bot_y) / 2 + + self._draw_leader( + painter, + bp_right + arrow_dx, + bp_mid_y - arrow_dy, + bp_right, + bp_mid_y, + "Bearing plate" + ) + + mid_bp_x = (bp_left + bp_right) / 2 + + rect = QRectF( + mid_bp_x - 50, + dim_y + H * 0.03, + 100, + 30 + ) + + text = f"Bearing\nlength = {int(bearing_len)} mm" + + painter.setFont(QFont("Arial", 10)) + painter.drawText(rect, Qt.AlignCenter, "Bearing\nlength") + + # Plate girder — right of zigzag, above bearing plate label + pg_mid_y = (zz_top + zz_bot) / 2 + + self._draw_leader( + painter, + zigzag_x + arrow_dx, + pg_mid_y - arrow_dy, + zigzag_x, + pg_mid_y, + "Plate girder" + ) + + + def _draw_dim_arrow(self, painter, x1, y, x2, y2, text=None): + """Double-headed horizontal dimension arrow, no text.""" + painter.setPen(QPen(QColor(0, 0, 0), 1.0)) + painter.drawLine(QPointF(x1, y), QPointF(x2, y)) + tick = 4 + painter.drawLine(QPointF(x1, y - tick), QPointF(x1, y + tick)) + painter.drawLine(QPointF(x2, y - tick), QPointF(x2, y + tick)) + al, ah = 7.0, 7.0 / 3.0 + painter.setBrush(QBrush(QColor(0, 0, 0))) + painter.drawPolygon(QPolygonF([ + QPointF(x1, y), + QPointF(x1 + al, y - ah), + QPointF(x1 + al, y + ah), + ])) + painter.drawPolygon(QPolygonF([ + QPointF(x2, y), + QPointF(x2 - al, y - ah), + QPointF(x2 - al, y + ah), + ])) + + if text: + mid_x = (x1 + x2) / 2 + painter.setFont(QFont("Arial", 9)) + painter.drawText(QPointF(mid_x - 30, y - 5), text) + + def _draw_h_zigzag(self, painter, x1, y, x2, y2, + amplitude=12, steps=2, segments=2, pen=None): + """ + Draws: straight → zigzag → straight → zigzag → straight (horizontal) + """ + if pen: + painter.setPen(pen) + + total_w = x2 - x1 + + parts = [0.5, 0.6, 3.0, 0.6, 0.5] + + total_parts = sum(parts) + unit_w = total_w / total_parts + + current_x = x1 + + for i, part in enumerate(parts): + seg_w = part * unit_w + + if i % 2 == 0: + # S (straight) + painter.drawLine(QPointF(current_x, y), + QPointF(current_x + seg_w, y)) + else: + # Z (zigzag) + step_w = seg_w / steps + pts = [QPointF(current_x, y)] + + for j in range(steps): + pts.append(QPointF( + current_x + (j + 0.5) * step_w, + y + (amplitude if j % 2 == 0 else -amplitude) + )) + pts.append(QPointF( + current_x + (j + 1) * step_w, + y + )) + + for k in range(len(pts) - 1): + painter.drawLine(pts[k], pts[k + 1]) + + current_x += seg_w + + def _draw_v_zigzag(self, painter, x, y1, y2, + amplitude=12, steps=2, segments=2, pen=None): + """ + Draws: straight → zigzag → straight → zigzag → straight + segments = number of zigzag sections + """ + if pen: + painter.setPen(pen) + + total_h = y2 - y1 + + parts = [1.0, 0.6, 2.5, 0.6, 1.0] + + total_parts = sum(parts) + unit_h = total_h / total_parts + + current_y = y1 + + for i, part in enumerate(parts): + seg_h = part * unit_h + + if i % 2 == 0: + #STRAIGHT (S) + painter.drawLine( + QPointF(x, current_y), + QPointF(x, current_y + seg_h) + ) + + else: + #ZIGZAG (Z) + step_h = seg_h / steps + pts = [QPointF(x, current_y)] + + for j in range(steps): + pts.append(QPointF( + x + (amplitude if j % 2 == 0 else -amplitude), + current_y + (j + 0.5) * step_h + )) + pts.append(QPointF( + x, + current_y + (j + 1) * step_h + )) + + for k in range(len(pts) - 1): + painter.drawLine(pts[k], pts[k + 1]) + + current_y += seg_h + + def _draw_text_bg(self, painter, x, y, text, + bg=QColor(240, 240, 240, 230), + fg=QColor(0, 0, 0), + font_size=11, bold=False): + + font = QFont("Arial", 10) + font.setWeight(QFont.Normal) + painter.setFont(font) + + fm = painter.fontMetrics() + lines = text.split("\n") + lh = fm.height() + mw = max(fm.boundingRect(ln).width() for ln in lines) + th = lh * len(lines) + pad = 3 + + painter.setPen(QPen(fg, 1.0)) + for i, ln in enumerate(lines): + painter.drawText( + int(x), + int(y - th + fm.ascent() + i * lh), + ln + ) + + def _draw_leader(self, painter, from_x, from_y, to_x, to_y, text, + text_color=QColor(0, 0, 0)): + painter.setPen(QPen(QColor(0, 0, 0), 1)) + painter.drawLine(QPointF(from_x, from_y), QPointF(to_x, to_y)) + angle = math.atan2(to_y - from_y, to_x - from_x) + al, ah = 6.0, 2.0 + painter.setBrush(QBrush(QColor(0, 0, 0))) + painter.drawPolygon(QPolygonF([ + QPointF(to_x, to_y), + QPointF(to_x - al * math.cos(angle) + ah * math.sin(angle), + to_y - al * math.sin(angle) - ah * math.cos(angle)), + QPointF(to_x - al * math.cos(angle) - ah * math.sin(angle), + to_y - al * math.sin(angle) + ah * math.cos(angle)), + ])) + self._draw_text_bg(painter, from_x + 3, from_y + 4, text, + fg=text_color, font_size=15, bold=True) + + def create_concrete_brush(self): + import random, math + + + SIZE = 120 + DOT_COUNT = 100 + TRI_COUNT = 30 + rng = random.Random(42) # ← seeded RNG so tiles are deterministic + + def rand(): return rng.random() + def rr(a, b): return a + rand() * (b - a) + + # ── Draw one copy of the content, offset by (ox, oy) + def draw_content(p: QPainter, ox: float, oy: float): + p.save() + p.translate(ox, oy) + + # Fine aggregate — dots (sand / grit) + p.setPen(Qt.NoPen) + for _ in range(DOT_COUNT): + x, y = rr(0, SIZE), rr(0, SIZE) + r = rr(0.6, 2.2) + h = int(rr(40, 110)) + p.setBrush(QColor(h, h, h)) + p.drawEllipse(QPointF(x, y), r, r) + + # Coarse aggregate — irregular triangles + for _ in range(TRI_COUNT): + cx, cy = rr(0, SIZE), rr(0, SIZE) + base_angle = rr(0, 2 * math.pi) + h = int(rr(70, 140)) + sat = int(rr(0, 10)) + + poly = QPolygonF() + for v in range(3): + ang = base_angle + v * (2 * math.pi / 3) + rr(-0.45, 0.45) + dist = rr(SIZE * 0.032, SIZE * 0.072) + poly.append(QPointF(cx + math.cos(ang) * dist, + cy + math.sin(ang) * dist)) + + fill_col = QColor(h + sat, h, h - sat) + alpha = int(rr(64, 140)) # 25–55 % opacity stroke + stroke_col = QColor(20, 20, 20, alpha) + lw = rr(0.4, 0.8) + + p.setBrush(fill_col) + p.setPen(QPen(stroke_col, lw)) + p.drawPolygon(poly) + + # Micro-scratches — cement paste surface texture + p.setBrush(Qt.NoBrush) + scratch_count = int(SIZE * 0.3) + for _ in range(scratch_count): + x, y = rr(0, SIZE), rr(0, SIZE) + length = rr(2, SIZE * 0.08) + ang = rr(0, math.pi * 2) + alpha = int(rr(10, 31)) # 4–12 % opacity + p.setPen(QPen(QColor(90, 85, 80, alpha), rr(0.3, 0.7))) + p.drawLine(QPointF(x, y), + QPointF(x + math.cos(ang) * length, + y + math.sin(ang) * length)) + + p.restore() + + # ── Build tile pixmap + pixmap = QPixmap(SIZE, SIZE) + pixmap.fill(QColor(225, 225, 225)) + + p = QPainter(pixmap) + p.setRenderHint(QPainter.Antialiasing) + + # Draw all 9 offset copies so shapes that straddle any edge + # are completed on the opposite side → perfect seamless wrap + for dx in (-SIZE, 0, SIZE): + for dy in (-SIZE, 0, SIZE): + draw_content(p, dx, dy) + + # Very subtle wash to unify everything + p.setPen(Qt.NoPen) + p.setBrush(QColor(100, 95, 88, 10)) + p.drawRect(0, 0, SIZE, SIZE) + + p.end() + return QBrush(pixmap) \ No newline at end of file From 511af5ccfb813e5b93aadb2e7dd3dd2debc68e7c Mon Sep 17 00:00:00 2001 From: Jatin1628 Date: Wed, 1 Apr 2026 16:04:55 +0530 Subject: [PATCH 109/225] Fixed merge conflicts for additional inputs tab --- .../ui_fields_additional_input.py | 10 +- .../desktop/ui/dialogs/additional_inputs.py | 28 ++- .../ui/dialogs/tabs/design_options_tab.py | 176 ++++++++++++++---- 3 files changed, 164 insertions(+), 50 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields_additional_input.py b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields_additional_input.py index a2d80bd7b..b1474ab20 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields_additional_input.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields_additional_input.py @@ -1116,13 +1116,11 @@ { "fields": [ { - "id": "reinforcement_size", + "id": "reinforcement_bounds", "label": "Reinforcement Size", - "type": "combo", - "choices": [ "4 mm", "5 mm", "6 mm", "8 mm","10 mm","12 mm", "16 mm","20 mm","25 mm","28 mm","32 mm","36 mm","40 mm"], - "default": "12 mm", - "bind": "reinforcement_size_combo", - + "type": "button", + "text": "Set Bounds", + "bind": "reinforcement_bounds_btn" }, { "id": "reinforcement_material", diff --git a/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py b/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py index 01cd00c5f..4f82ef463 100644 --- a/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py +++ b/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py @@ -23,10 +23,6 @@ from osdagbridge.desktop.ui.dialogs.tabs.design_options_tab import DesignOptionsTab from osdagbridge.desktop.ui.dialogs.tabs.design_options_cont_tab import DesignOptionsContTab from osdagbridge.desktop.ui.utils.combobox_utils import SmartCursorComboBoxView -from osdagbridge.core.bridge_types.plate_girder.ui_fields_additional_input import ( - DESIGN_OPTIONS_SCHEMA, - DESIGN_OPTIONS_CONT_SCHEMA, -) @@ -340,6 +336,30 @@ def _create_schema_widget(self, field_def, field_width): widget = QLabel(field_def.get("default", "")) widget.setFixedWidth(field_width) + elif field_type == "button": + widget = QPushButton(field_def.get("text", "Set Bounds")) + + widget.setFixedHeight(28) + widget.setFixedWidth(field_width) + + widget.setCursor(Qt.PointingHandCursor) + + widget.setStyleSheet(""" + QPushButton { + background-color: #ffffff; + border: 1px solid #b2b2b2; + border-radius: 6px; + padding: 4px; + } + QPushButton:hover { + background-color: #e6e6e6; + color: #2b2b2b; + } + QPushButton:pressed { + background-color: #d0d0d0; + } + """) + elif field_type in ["line", "number"]: widget = QLineEdit() diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/design_options_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/design_options_tab.py index 202d7afc0..b35e67fb7 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/design_options_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/design_options_tab.py @@ -1,6 +1,7 @@ from PySide6.QtWidgets import ( QWidget, QVBoxLayout, + QHBoxLayout, QFrame, QLabel, QScrollArea, @@ -17,6 +18,7 @@ DESIGN_OPTIONS_SCHEMA, ) from osdagbridge.desktop.ui.dialogs.tabs.sub_tabs.section_properties.girder_details_tab import _BoundsDialog +from osdagbridge.desktop.ui.dialogs.custom_messagebox import CustomMessageBox, MessageBoxType class DesignOptionsTab(QWidget): """ @@ -59,7 +61,7 @@ def restore_properties(self, data: dict): self._reinforcement_bounds = { "lower": float(bounds.get("lower", 8.0)), "upper": float(bounds.get("upper", 40.0)), - "increment": float(bounds.get("increment", 1.0)) # safe default + "increment": float(bounds.get("increment", 1.0)) } STANDARD = [8, 10, 12, 16, 20, 25, 28, 32, 36, 40] @@ -68,6 +70,12 @@ def restore_properties(self, data: dict): s for s in STANDARD if self._reinforcement_bounds["lower"] <= s <= self._reinforcement_bounds["upper"] ] + + combo = getattr(self.parent_dialog, "reinforcement_size_combo", None) + if combo: + combo.clear() + for val in self._reinforcement_values: + combo.addItem(f"{val} mm") def reset_defaults(self): @@ -88,6 +96,14 @@ def reset_defaults(self): elif isinstance(widget, QComboBox): widget.setCurrentText(str(default_value)) + self._reinforcement_bounds = { + "lower": 8.0, + "upper": 40.0, + "increment": 1.0 + } + + self._reinforcement_values = [8, 10, 12, 16, 20, 25, 28, 32, 36, 40] + def validate_tab(self): errors = [] @@ -136,30 +152,45 @@ def validate_tab(self): return list(set(errors)) def init_ui(self): - # Changed Bg color self.setStyleSheet("background-color: #f5f5f5;") - # Scroll Area Setup - scroll = QScrollArea() - scroll.setWidgetResizable(True) - scroll.setFrameShape(QFrame.NoFrame) - scroll.setHorizontalScrollBarPolicy(Qt.ScrollBarAlwaysOff) - scroll.setVerticalScrollBarPolicy(Qt.ScrollBarAsNeeded) - - scroll.setStyleSheet(""" - QScrollArea { - border: none; - background-color: #f5f5f5; + main_layout = QVBoxLayout(self) + main_layout.setContentsMargins(0, 0, 0, 0) + + scroll_area = QScrollArea() + scroll_area.setWidgetResizable(True) + scroll_area.setFrameShape(QFrame.NoFrame) + scroll_area.setStyleSheet("QScrollArea { background-color: #f5f5f5; border: none; }") + + scroll_content = QWidget() + scroll_content.setStyleSheet("background-color: #f5f5f5;") + + page_layout = QVBoxLayout(scroll_content) + page_layout.setContentsMargins(12, 12, 12, 12) + page_layout.setSpacing(12) + + + content_row = QHBoxLayout() + content_row.setSpacing(16) + + left_card = QFrame() + left_card.setStyleSheet(""" + QFrame { + border: 1px solid #b2b2b2; + border-radius: 10px; + background-color: #ffffff; } """) - # Scroll content container - scroll_content = QWidget() - scroll_content.setStyleSheet("background-color: #ffffff;") + left_card_layout = QVBoxLayout(left_card) + left_card_layout.setContentsMargins(0, 0, 0, 0) + + content_wrapper = QWidget() + content_wrapper.setStyleSheet("background-color: #ffffff;") - main_layout = QVBoxLayout(scroll_content) - main_layout.setContentsMargins(12, 12, 12, 12) - main_layout.setSpacing(12) + left_layout = QVBoxLayout(content_wrapper) + left_layout.setContentsMargins(14, 14, 14, 14) + left_layout.setSpacing(12) card_style = """ QFrame { @@ -173,21 +204,17 @@ def init_ui(self): font-size: 12px; font-weight: 700; color: #2b2b2b; - background: transparent; border: none; """ label_style = """ font-size: 11px; color: #3a3a3a; - background: transparent; border: none; """ default_field_width = 150 - - # Built Cards from Schema for card_schema in DESIGN_OPTIONS_SCHEMA.get("cards", []): card = QFrame() @@ -199,7 +226,7 @@ def init_ui(self): card_title = card_schema.get("title") if card_title: - title_lbl = QLabel(f"{card_title}") + title_lbl = QLabel(card_title) title_lbl.setStyleSheet(heading_style) card_layout.addWidget(title_lbl) @@ -212,17 +239,60 @@ def init_ui(self): card_schema.get("field_width", default_field_width), ) - main_layout.addWidget(card) + left_layout.addWidget(card) + + left_layout.addStretch() + left_card_layout.addWidget(content_wrapper) + + right_card = QFrame() + right_card.setStyleSheet(""" + QFrame { + border: 1px solid #9c9c9c; + border-radius: 10px; + background-color: #d4d4d4; + } + """) + right_card.setMinimumWidth(260) + + right_layout = QVBoxLayout(right_card) + right_layout.setContentsMargins(16, 16, 16, 16) + right_layout.setSpacing(10) + + desc = DESIGN_OPTIONS_SCHEMA.get("description", {}) + + desc_title = QLabel(desc.get("title", "Description Box")) + desc_title.setAlignment(Qt.AlignCenter) + desc_title.setStyleSheet(""" + font-size: 12px; + font-weight: 700; + color: #000; + border: none; + """) + + desc_text = QLabel(desc.get("text", " ")) + desc_text.setWordWrap(True) + desc_text.setStyleSheet(""" + font-size: 11px; + color: #4b4b4b; + border: none; + """) + + right_layout.addWidget(desc_title) + right_layout.addWidget(desc_text) + right_layout.addStretch() + + content_row.addWidget(left_card, 3) + content_row.addWidget(right_card, 2) - # Push everything up - main_layout.addStretch() + page_layout.addLayout(content_row) - # Final scroll wiring - scroll.setWidget(scroll_content) + scroll_area.setWidget(scroll_content) + main_layout.addWidget(scroll_area) - outer_layout = QVBoxLayout(self) - outer_layout.setContentsMargins(0, 0, 0, 0) - outer_layout.addWidget(scroll) + if hasattr(self.parent_dialog, "reinforcement_bounds_btn"): + self.parent_dialog.reinforcement_bounds_btn.clicked.connect( + self._open_reinforcement_bounds + ) self._connect_validations() @@ -277,8 +347,11 @@ def _open_reinforcement_bounds(self): if dialog.exec(): result = dialog.result_bounds() if result: - result.pop("increment", None) - self._reinforcement_bounds = result + self._reinforcement_bounds = { + "lower": result["lower"], + "upper": result["upper"], + "increment": 1.0 + } STANDARD = [8, 10, 12, 16, 20, 25, 28, 32, 36, 40] @@ -287,7 +360,11 @@ def _open_reinforcement_bounds(self): if result["lower"] <= s <= result["upper"] ] - print("Reinforcement:", self._reinforcement_values) + combo = getattr(self.parent_dialog, "reinforcement_size_combo", None) + if combo: + combo.clear() + for val in self._reinforcement_values: + combo.addItem(f"{val} mm") @@ -305,22 +382,41 @@ def __init__(self, title, bounds, parent=None): item.widget().hide() def _on_accept(self): + errors = [] + lower = self._parse_positive(self.lower_input.text()) upper = self._parse_positive(self.upper_input.text()) if lower is None or upper is None: - QMessageBox.warning(self, "Invalid Bounds", "Please enter valid numbers.") - return + errors.append("Please enter valid numeric values.") - if upper <= lower: - QMessageBox.warning(self, "Invalid Bounds", "Upper must be greater than lower.") + else: + if lower < 8: + errors.append("Lower bound cannot be less than 8 mm.") + + if upper > 40: + errors.append("Upper bound cannot be greater than 40 mm.") + + if upper <= lower: + errors.append("Upper bound must be greater than lower bound.") + + if errors: + message = "\n\n".join(f"• {err}" for err in errors) + + CustomMessageBox( + title="Validation Errors", + text=message, + buttons=["OK"], + dialogType=MessageBoxType.Warning, + ).exec() return self._result = { "lower": float(lower), "upper": float(upper), - "increment": None + "increment": 1.0 } + self.accept() From 920a6b4f320a1a6106bd01feb5e3dbb2c69744bb Mon Sep 17 00:00:00 2001 From: Jatin1628 Date: Sat, 28 Feb 2026 19:37:10 +0530 Subject: [PATCH 110/225] created files for seperate tabs in additional inputs section Made changes in schema for setting ranges and defaults Made changes to additional inputs files to add new tabs minor label changes label chnges fixed the Save button not working issue minor changes created files for seperate tabs in additional inputs section Made changes to additional inputs files to add new tabs fixed the Save button not working issue Change the folder of the tabs in additional input section Changed validation for errors and made single popup for all errors Changed the schema of input fields according to pdf and requirements Changing of the tabs directory and removing the unneccessary files Rebase complete --- .../desktop/ui/dialogs/additional_inputs.py | 47 +++++++++++++++++++ .../ui/dialogs/tabs/support_conditions_tab.py | 2 +- 2 files changed, 48 insertions(+), 1 deletion(-) diff --git a/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py b/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py index 4f82ef463..92ebc66ca 100644 --- a/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py +++ b/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py @@ -18,6 +18,11 @@ from osdagbridge.desktop.ui.dialogs.custom_messagebox import CustomMessageBox, MessageBoxType from osdagbridge.desktop.ui.dialogs.tabs.typical_section_details import TypicalSectionDetailsTab, show_warning from osdagbridge.desktop.ui.dialogs.tabs.section_properties_tab import SectionPropertiesTab +from osdagbridge.desktop.ui.dialogs.tabs.sub_tabs.section_properties.girder_details_tab import GirderDetailsTab +from osdagbridge.desktop.ui.dialogs.tabs.sub_tabs.section_properties.stiffener_details_tab import StiffenerDetailsTab +from osdagbridge.desktop.ui.dialogs.tabs.sub_tabs.section_properties.cross_bracing_details_tab import CrossBracingDetailsTab +from osdagbridge.desktop.ui.dialogs.tabs.sub_tabs.section_properties.end_diaphragm_details_tab import EndDiaphragmDetailsTab +from osdagbridge.desktop.ui.dialogs.tabs.custom_vehicle_dialog import CustomVehicleDialog from osdagbridge.desktop.ui.dialogs.tabs.loading_tab import LoadingTab from osdagbridge.desktop.ui.dialogs.tabs.support_conditions_tab import SupportConditionsTab from osdagbridge.desktop.ui.dialogs.tabs.design_options_tab import DesignOptionsTab @@ -26,6 +31,48 @@ +# ================================================================================= +# CUSTOM COMBOBOX VIEW WITH SMART CURSOR HANDLING +# ================================================================================= + +class ComboBoxItemDelegate(QStyledItemDelegate): + """Delegate that renders disabled items in grey.""" + + def paint(self, painter, option, index): + item = index.model().item(index.row()) + if item and not item.isEnabled(): + # For disabled items, draw background and text in grey + painter.fillRect(option.rect, option.palette.base()) + painter.setPen(QColor(120, 120, 120)) # Grey color + text = index.data() + painter.drawText(option.rect, Qt.AlignLeft | Qt.AlignVCenter, f" {text}") + else: + super().paint(painter, option, index) + +class SmartCursorComboBoxView(QListView): + """Custom list view for combobox that shows pointing hand for enabled items, + forbidden cursor for disabled items, and renders disabled items in grey.""" + + def __init__(self): + super().__init__() + self.setItemDelegate(ComboBoxItemDelegate()) + + def mouseMoveEvent(self, event): + index = self.indexAt(event.pos()) + if index.isValid(): + item = self.model().item(index.row()) + if item and not item.isEnabled(): + self.setCursor(Qt.ForbiddenCursor) + else: + self.setCursor(Qt.PointingHandCursor) + else: + self.setCursor(Qt.PointingHandCursor) + super().mouseMoveEvent(event) + + def leaveEvent(self, event): + self.setCursor(Qt.ArrowCursor) + super().leaveEvent(event) + # ================================================================================= # MAIN IMPLEMENTATION # ================================================================================= diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/support_conditions_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/support_conditions_tab.py index a7d499928..d11a91ff2 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/support_conditions_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/support_conditions_tab.py @@ -162,4 +162,4 @@ def update_cad(self): }) - \ No newline at end of file + From b5ddb0f18edfe732a5d7fd6a363fb57ae1213e2e Mon Sep 17 00:00:00 2001 From: Jatin1628 Date: Wed, 4 Mar 2026 17:17:39 +0530 Subject: [PATCH 111/225] Removed uneccessary code from this file Fixed the coming soon error when clicking defaults created seperate cards for support conditions and bearing length Changed Structure of additional inputs and make seperate files for utils Made changes in schema to make default values upto two decimal Made Cleaner structure for additional inputs and shifted defaults to respective fields Removed validation.py and moved validation to seperate tabs minor fixes to additional inputs Fixed the inputs saved issue --- .../desktop/ui/dialogs/additional_inputs.py | 40 ------------------- 1 file changed, 40 deletions(-) diff --git a/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py b/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py index 92ebc66ca..329d79262 100644 --- a/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py +++ b/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py @@ -31,47 +31,7 @@ -# ================================================================================= -# CUSTOM COMBOBOX VIEW WITH SMART CURSOR HANDLING -# ================================================================================= -class ComboBoxItemDelegate(QStyledItemDelegate): - """Delegate that renders disabled items in grey.""" - - def paint(self, painter, option, index): - item = index.model().item(index.row()) - if item and not item.isEnabled(): - # For disabled items, draw background and text in grey - painter.fillRect(option.rect, option.palette.base()) - painter.setPen(QColor(120, 120, 120)) # Grey color - text = index.data() - painter.drawText(option.rect, Qt.AlignLeft | Qt.AlignVCenter, f" {text}") - else: - super().paint(painter, option, index) - -class SmartCursorComboBoxView(QListView): - """Custom list view for combobox that shows pointing hand for enabled items, - forbidden cursor for disabled items, and renders disabled items in grey.""" - - def __init__(self): - super().__init__() - self.setItemDelegate(ComboBoxItemDelegate()) - - def mouseMoveEvent(self, event): - index = self.indexAt(event.pos()) - if index.isValid(): - item = self.model().item(index.row()) - if item and not item.isEnabled(): - self.setCursor(Qt.ForbiddenCursor) - else: - self.setCursor(Qt.PointingHandCursor) - else: - self.setCursor(Qt.PointingHandCursor) - super().mouseMoveEvent(event) - - def leaveEvent(self, event): - self.setCursor(Qt.ArrowCursor) - super().leaveEvent(event) # ================================================================================= # MAIN IMPLEMENTATION From e65235e3abcda5f7892aad4a89b47d5e5ca3a615 Mon Sep 17 00:00:00 2001 From: Jatin1628 Date: Fri, 10 Apr 2026 21:29:58 +0530 Subject: [PATCH 112/225] changed file structure of support conditions CADs --- .../tabs/drawings/support_conditions_cad.py} | 2 +- .../ui/{docks => dialogs/tabs/drawings}/support_detail_cad.py | 0 .../desktop/ui/dialogs/tabs/support_conditions_tab.py | 4 ++-- 3 files changed, 3 insertions(+), 3 deletions(-) rename src/osdagbridge/desktop/ui/{docks/support__conditions_cad.py => dialogs/tabs/drawings/support_conditions_cad.py} (99%) rename src/osdagbridge/desktop/ui/{docks => dialogs/tabs/drawings}/support_detail_cad.py (100%) diff --git a/src/osdagbridge/desktop/ui/docks/support__conditions_cad.py b/src/osdagbridge/desktop/ui/dialogs/tabs/drawings/support_conditions_cad.py similarity index 99% rename from src/osdagbridge/desktop/ui/docks/support__conditions_cad.py rename to src/osdagbridge/desktop/ui/dialogs/tabs/drawings/support_conditions_cad.py index 638db74a4..6a2b608b3 100644 --- a/src/osdagbridge/desktop/ui/docks/support__conditions_cad.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/drawings/support_conditions_cad.py @@ -8,7 +8,7 @@ from PySide6.QtWidgets import QWidget, QPushButton, QScrollArea from PySide6.QtCore import Qt, QRectF, QPointF from PySide6.QtGui import QPainter, QPen, QColor, QFont, QBrush, QPolygonF -from .cad_cross_section import CrossSectionCADWidget +from ....docks.cad_cross_section import CrossSectionCADWidget class SupportCADWidget(QWidget): diff --git a/src/osdagbridge/desktop/ui/docks/support_detail_cad.py b/src/osdagbridge/desktop/ui/dialogs/tabs/drawings/support_detail_cad.py similarity index 100% rename from src/osdagbridge/desktop/ui/docks/support_detail_cad.py rename to src/osdagbridge/desktop/ui/dialogs/tabs/drawings/support_detail_cad.py diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/support_conditions_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/support_conditions_tab.py index d11a91ff2..ecddf8a2c 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/support_conditions_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/support_conditions_tab.py @@ -1,7 +1,7 @@ from PySide6.QtWidgets import QWidget, QVBoxLayout, QFrame, QHBoxLayout, QSizePolicy from osdagbridge.core.bridge_types.plate_girder.ui_fields_additional_input import SUPPORT_CONDITIONS_SCHEMA -from osdagbridge.desktop.ui.docks.support__conditions_cad import SupportCADWidget -from osdagbridge.desktop.ui.docks.support_detail_cad import SupportDetailCADWidget +from osdagbridge.desktop.ui.dialogs.tabs.drawings.support_conditions_cad import SupportCADWidget +from osdagbridge.desktop.ui.dialogs.tabs.drawings.support_detail_cad import SupportDetailCADWidget class SupportConditionsTab(QWidget): From 6317e46e0214432c74dde6ceffe151ae9c9056dc Mon Sep 17 00:00:00 2001 From: Jatin1628 Date: Fri, 10 Apr 2026 21:30:24 +0530 Subject: [PATCH 113/225] changed file structure of support conditions CADs --- .../desktop/ui/dialogs/tabs/support_conditions_tab.py | 2 ++ 1 file changed, 2 insertions(+) diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/support_conditions_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/support_conditions_tab.py index ecddf8a2c..d737694d1 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/support_conditions_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/support_conditions_tab.py @@ -36,6 +36,8 @@ def validate_tab(self): value = float(text) if value <= 0: errors.append("Bearing Length must be greater than 0.") + elif value > 600: + errors.append("Bearing Length should not be greater than 600.") except ValueError: errors.append("Bearing Length must be a valid number.") From 3749ce757f76cf62088a9361717f6a48b69a3213 Mon Sep 17 00:00:00 2001 From: Sreejesh06 Date: Wed, 1 Apr 2026 17:58:22 +0530 Subject: [PATCH 114/225] feat(ui): refine additional-inputs CAD section property dialogs - unify and polish section-properties UI for girder, stiffener, cross-bracing, and end-diaphragm tabs\n- improve dialog interaction flow and member-properties tab behavior\n- update preview/placeholder viewer wiring and related tab integration\n- preserve latest upstream loading/design updates by rebasing onto Aditya-Donde/dev refactor: standardize terminology from "Customized" to "Custom" across multiple components refactored girder details to have generalisation Generalised Girder and Stiffner Refactor GirderDetailsTab and remove unused schema_builder module - Updated default member length from 30.0 to 25. - Enhanced thickness value retrieval to include SAIL_APPROVED_THICKNESS_VALUES as a fallback. - Improved segment action widget layout and styling, including icon integration for add/remove buttons. - Introduced a caching mechanism for segment action icons to optimize rendering. - Renamed _default_dimension_bounds to _default_dimension_bounds_for_field for clarity. - Adjusted field width settings for better UI consistency. - Deleted the unused schema_builder.py module to streamline the codebase. --- .../plate_girder/plategirderbridge.py | 6 + .../ui_fields_additional_input.py | 549 +++++- src/osdagbridge/core/utils/common.py | 34 +- .../desktop/ui/dialogs/additional_inputs.py | 39 +- .../ui/dialogs/tabs/optimizable_field.py | 2 +- .../ui/dialogs/tabs/section_properties_tab.py | 16 +- .../cross_bracing_details_tab.py | 845 +++++++-- .../end_diaphragm_details_tab.py | 1043 ++++++++--- .../section_properties/girder_details_tab.py | 1655 +++++++++++------ .../stiffener_details_tab.py | 1077 +++++++++-- .../ui/widgets/placeholder_section_preview.py | 4 +- .../desktop/ui/widgets/section_viewer.py | 50 +- 12 files changed, 4096 insertions(+), 1224 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py index fad6604b1..1fc1d5e15 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py @@ -37,9 +37,12 @@ from .ui_fields import FrontendData from .ui_fields_additional_input import ( CRASH_BARRIER_TAB_SCHEMA, + CROSS_BRACING_DETAILS_SCHEMA, DESIGN_OPTIONS_CONT_SCHEMA, DESIGN_OPTIONS_SCHEMA, + END_DIAPHRAGM_DETAILS_SCHEMA, GIRDER_DETAILS_SCHEMA, + STIFFENER_DETAILS_SCHEMA, LANE_DETAILS_TAB_SCHEMA, LAYOUT_TAB_SCHEMA, MEDIAN_TAB_SCHEMA, @@ -146,6 +149,9 @@ def get_additional_input_schema() -> Dict[str, Dict[str, Any]]: "design_options": DESIGN_OPTIONS_SCHEMA, "design_options_cont": DESIGN_OPTIONS_CONT_SCHEMA, "girder_details": GIRDER_DETAILS_SCHEMA, + "stiffener_details": STIFFENER_DETAILS_SCHEMA, + "cross_bracing_details": CROSS_BRACING_DETAILS_SCHEMA, + "end_diaphragm_details": END_DIAPHRAGM_DETAILS_SCHEMA, } def _footpath_count(self) -> int: diff --git a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields_additional_input.py b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields_additional_input.py index b1474ab20..5ee3c662c 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields_additional_input.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields_additional_input.py @@ -11,16 +11,24 @@ DEFAULT_RAILING_WIDTH, MIN_FOOTPATH_WIDTH, MIN_RAILING_HEIGHT, + SAIL_APPROVED_THICKNESS_VALUES, + VALUES_BEARING_STIFFENER_COUNT, + VALUES_END_DIAPHRAGM_TYPE, VALUES_GIRDER_DESIGN_MODE, VALUES_GIRDER_SPAN_MODE, + VALUES_GIRDER_SUPPORT_TYPE, VALUES_GIRDER_SYMMETRY, VALUES_GIRDER_TYPE, + VALUES_LONGITUDINAL_STIFFENER, VALUES_PROFILE_SCOPE, + VALUES_STIFFENER_DESIGN, VALUES_TORSIONAL_RESTRAINT, VALUES_WARPING_RESTRAINT, VALUES_WEB_TYPE, VALUES_RAILING_TYPE, VALUES_WEARING_COAT_MATERIAL, + VALUES_YES_NO, + STIFFENER_DETAILS_DEFAULTS, ) LAYOUT_TAB_SCHEMA = { @@ -1460,12 +1468,20 @@ ], } GIRDER_DETAILS_SCHEMA = { + "id": "girder_details_tab", + "defaults": { + "member_length_m": 30.0, + "distance_start_m": 0.0, + "max_girder_count": 20, + }, + "SAIL_APPROVED_THICKNESS_VALUES": SAIL_APPROVED_THICKNESS_VALUES, + "thickness_values_mm": SAIL_APPROVED_THICKNESS_VALUES, "overview": [ { "id": "select_girder", "label": "Select Girder:", "type": "combo_dynamic", - "bind": "select_girder_combo", + "bind": "girder_dropdown", "include_all": True, }, { @@ -1475,7 +1491,25 @@ "choices": VALUES_GIRDER_SPAN_MODE, "bind": "span_combo", }, + { + "id": "total_span", + "label": "Total Span (m):", + "type": "line", + "default": "30", + "read_only": True, + "bind": "length_input", + }, ], + "segment_manager": { + "table_headers": ["Member ID", "Start (m)", "End (m)", "Length (m)", "Action"], + "action_column_width": 132, + }, + "cad_view": { + "buttons": [ + {"id": "cross_section", "label": "Cross Section", "mode": "cross", "width": 130, "height": 32}, + {"id": "side_view", "label": "Side View", "mode": "side", "width": 130, "height": 32}, + ] + }, "section_inputs": [ { "id": "design", @@ -1483,6 +1517,7 @@ "type": "combo", "choices": VALUES_GIRDER_DESIGN_MODE, "bind": "design_combo", + "legacy_payload_key": "design_mode", "visible_for": ["welded"], }, { @@ -1491,6 +1526,7 @@ "type": "combo", "choices": VALUES_GIRDER_TYPE, "bind": "type_combo", + "legacy_payload_key": "girder_type", }, { "id": "symmetry", @@ -1498,66 +1534,106 @@ "type": "combo", "choices": VALUES_GIRDER_SYMMETRY, "bind": "symmetry_combo", + "row_bucket": "symmetry_row", + "legacy_payload_key": "symmetry", "visible_for": ["welded"], }, { "id": "depth", - "label": "Total Depth (mm):", - "type": "mode_line", - "mode_choices": ["Optimized", "Customized"], - "default_mode": "Optimized", - "bind_mode": "depth_mode_combo", - "bind_value": "depth_input", + "label": "Total Depth, d (mm):", + "type": "line_with_bounds", + "bounds_key": "total_depth", + "bounds_default": {"lower": 200.0, "upper": 2000.0, "increment": 25.0}, + "bind": "total_depth_input", + "bind_widget": "total_depth_widget", + "bind_bounds_button": "total_depth_bounds_button", + "legacy_welded_key": "total_depth_mm", + "legacy_welded_bounds_key": "total_depth_bounds", "visible_for": ["welded"], }, { "id": "top_flange_width", - "label": "Top Flange Width (mm):", - "type": "mode_line", - "mode_choices": ["Optimized", "Customized"], - "default_mode": "Optimized", - "bind_mode": "top_width_mode_combo", - "bind_value": "top_width_input", + "label": "Width of Top Flange, tfw (mm):", + "type": "line_with_bounds", + "bounds_key": "top_width", + "bounds_default": {"lower": 100.0, "upper": 1000.0, "increment": 10.0}, + "bind": "top_width_input", + "bind_widget": "top_width_widget", + "bind_bounds_button": "top_width_bounds_button", + "legacy_welded_key": "top_flange_width_mm", + "legacy_welded_bounds_key": "top_flange_width_bounds", "visible_for": ["welded"], }, { "id": "top_flange_thickness", - "label": "Top Flange Thickness (mm):", + "label": "Top Flange Thickness, tft (mm):", "type": "mode_line", "mode_choices": VALUES_PROFILE_SCOPE, "default_mode": "All", - "bind_mode": "top_thickness_mode_combo", - "bind_value": "top_thickness_input", + "bind_mode": "top_thickness_combo", + "bind_value": "top_thickness_value_input", + "bind_wrapper": "top_thickness_widget", + "thickness_key": "top_thickness", + "legacy_welded_mode_key": "top_thickness_mode", + "legacy_welded_value_key": "top_thickness_value_mm", "visible_for": ["welded"], }, { "id": "bottom_flange_width", - "label": "Bottom Flange Width (mm):", - "type": "mode_line", - "mode_choices": ["Optimized", "Customized"], - "default_mode": "Optimized", - "bind_mode": "bottom_width_mode_combo", - "bind_value": "bottom_width_input", + "label": "Width of Bottom Flange, bfw (mm):", + "type": "line_with_bounds", + "bounds_key": "bottom_width", + "bounds_default": {"lower": 100.0, "upper": 1000.0, "increment": 10.0}, + "bind": "bottom_width_input", + "bind_widget": "bottom_width_widget", + "bind_bounds_button": "bottom_width_bounds_button", + "legacy_welded_key": "bottom_flange_width_mm", + "legacy_welded_bounds_key": "bottom_flange_width_bounds", "visible_for": ["welded"], }, { "id": "bottom_flange_thickness", - "label": "Bottom Flange Thickness (mm):", + "label": "Bottom Flange Thickness, bft (mm):", "type": "mode_line", "mode_choices": VALUES_PROFILE_SCOPE, "default_mode": "All", - "bind_mode": "bottom_thickness_mode_combo", - "bind_value": "bottom_thickness_input", + "bind_mode": "bottom_thickness_combo", + "bind_value": "bottom_thickness_value_input", + "bind_wrapper": "bottom_thickness_widget", + "thickness_key": "bottom_thickness", + "legacy_welded_mode_key": "bottom_thickness_mode", + "legacy_welded_value_key": "bottom_thickness_value_mm", + "visible_for": ["welded"], + }, + { + "id": "support_type", + "label": "Support Type:", + "type": "combo", + "choices": VALUES_GIRDER_SUPPORT_TYPE, + "bind": "support_type_combo", + "visible_for": ["welded"], + }, + { + "id": "support_width", + "label": "Support Width (mm):", + "type": "line", + "validator": {"type": "double_range", "bottom": 0.0, "top": 1000000.0, "decimals": 3}, + "bind": "support_width_input", + "legacy_welded_key": "support_width_mm", "visible_for": ["welded"], }, { "id": "web_thickness", - "label": "Web Thickness (mm):", + "label": "Web Thickness, wt (mm):", "type": "mode_line", "mode_choices": VALUES_PROFILE_SCOPE, "default_mode": "All", - "bind_mode": "web_thickness_mode_combo", - "bind_value": "web_thickness_input", + "bind_mode": "web_thickness_combo", + "bind_value": "web_thickness_value_input", + "bind_wrapper": "web_thickness_widget", + "thickness_key": "web_thickness", + "legacy_welded_mode_key": "web_thickness_mode", + "legacy_welded_value_key": "web_thickness_value_mm", "visible_for": ["welded"], }, { @@ -1569,6 +1645,7 @@ "ISWB 500", "ISWB 550", "ISWB 600", ], "bind": "is_section_combo", + "legacy_payload_key": "rolled_section", "visible_for": ["rolled"], }, { @@ -1577,6 +1654,8 @@ "type": "combo", "choices": VALUES_TORSIONAL_RESTRAINT, "bind": "torsion_combo", + "aliases": ["torsion"], + "legacy_payload_key": "torsional_restraint", }, { "id": "warping_restraint", @@ -1584,15 +1663,427 @@ "type": "combo", "choices": VALUES_WARPING_RESTRAINT, "bind": "warping_combo", + "aliases": ["warping"], + "legacy_payload_key": "warping_restraint", }, { "id": "web_type", - "label": "Web Type*:", + "label": "Web Type:", "type": "combo", "choices": VALUES_WEB_TYPE, "bind": "web_type_combo", + "row_bucket": "web_type_row", + "legacy_payload_key": "web_type", + "visible_for": ["welded"], + }, + ], +} + +STIFFENER_DETAILS_SCHEMA = { + "id": "stiffener_details_tab", + "overview": [ + { + "id": "member_id", + "label": "Select Member ID:", + "type": "combo_dynamic", + "bind": "girder_member_combo", + }, + ], + "stiffener_inputs": [ + { + "id": "bearing_stiffeners_each_end", + "label": "No. of Bearing Stiffeners\n(on one side only):", + "type": "combo", + "choices": VALUES_BEARING_STIFFENER_COUNT, + "default": str(STIFFENER_DETAILS_DEFAULTS.get("bearing_stiffeners_each_end", "2")), + "bind": "bearing_count_combo", + }, + { + "id": "bearing_spacing_mm", + "label": "Bearing Stiffener Spacing (mm):", + "type": "line", + "validator": {"type": "int_range", "bottom": 1, "top": 1000000000}, + "bind": "bearing_spacing_input", + }, + { + "id": "bearing_thickness", + "label": "Bearing Stiffener Thickness (mm):", + "type": "mode_value", + "mode_choices": VALUES_PROFILE_SCOPE, + "default_mode": VALUES_PROFILE_SCOPE[0], + "bind_mode": "bearing_thick_combo", + "bind_value": "bearing_thick_value_combo", + }, + { + "id": "bearing_outstand_mm", + "label": "Outstand of Bearing Stiffener (mm):", + "type": "line", + "bind": "bearing_outstand_input", + }, + { + "id": "intermediate_stiffener", + "label": "Intermediate Stiffener:", + "type": "combo", + "choices": VALUES_YES_NO, + "bind": "intermediate_combo", + }, + { + "id": "intermediate_spacing_mm", + "label": "Intermediate Stiffener Spacing:", + "type": "line", + "validator": {"type": "int_range", "bottom": 1, "top": 1000000000}, + "default": "NA", + "bind": "intermediate_spacing_input", + }, + { + "id": "intermediate_thickness", + "label": "Intermediate Stiffener Thickness (mm):", + "type": "mode_value", + "mode_choices": VALUES_PROFILE_SCOPE, + "default_mode": VALUES_PROFILE_SCOPE[0], + "bind_mode": "intermediate_thick_combo", + "bind_value": "intermediate_thick_value_combo", + }, + { + "id": "intermediate_outstand_mm", + "label": "Outstand of Intermediate Stiffener (mm):", + "type": "line", + "bind": "intermediate_outstand_input", + }, + { + "id": "longitudinal_stiffener", + "label": "Longitudinal Stiffener:", + "type": "combo", + "choices": VALUES_LONGITUDINAL_STIFFENER, + "bind": "longitudinal_combo", + }, + { + "id": "longitudinal_thickness", + "label": "Longitudinal Stiffener Thickness (mm):", + "type": "mode_value", + "mode_choices": VALUES_PROFILE_SCOPE, + "default_mode": VALUES_PROFILE_SCOPE[0], + "bind_mode": "long_thick_combo", + "bind_value": "long_thick_value_combo", + }, + ], + "web_buckling_inputs": [ + { + "id": "shear_buckling_method", + "label": "Shear Buckling Design Method:", + "type": "combo", + "choices": VALUES_STIFFENER_DESIGN, + "bind": "method_combo", + }, + ], +} + +CROSS_BRACING_DETAILS_SCHEMA = { + "id": "cross_bracing_details_tab", + "overview": [ + { + "id": "select_girders", + "label": "Select Girders:", + "type": "combo_dynamic", + "bind": "select_girders_combo", + }, + { + "id": "member_id", + "label": "Member ID:", + "type": "line", + "read_only": True, + "bind": "member_id_display", }, ], + "section_inputs": [ + { + "id": "design", + "label": "Design:", + "type": "combo", + "choices": VALUES_GIRDER_DESIGN_MODE, + "bind": "design_combo", + "default": "Optimized", + }, + { + "id": "bracing_type", + "label": "Type of Bracing:", + "type": "combo", + "choices": ["K-Bracing", "X-Bracing"], + "bind": "bracing_type_combo", + }, + { + "id": "bracing_section_type", + "label": "Bracing Section Type:", + "type": "combo", + "choices": [ + "Angle", + "Double Angle (Long Leg)", + "Double Angle (Short Leg)", + "Channel", + "Double Channel", + ], + "bind": "bracing_section_type_combo", + }, + { + "id": "bracing_section", + "label": "Bracing Section Designation:", + "type": "combo_dynamic", + "bind": "bracing_section_combo", + }, + { + "id": "top_chord_enabled", + "label": "Top Chord:", + "type": "checkbox", + "bind": "top_chord_checkbox", + "default": False, + }, + { + "id": "top_chord_type", + "label": "Top Chord Section Type:", + "type": "combo", + "choices": [ + "Angle", + "Double Angle (Long Leg)", + "Double Angle (Short Leg)", + "Channel", + "Double Channel", + ], + "bind": "top_chord_type_combo", + }, + { + "id": "top_chord_size", + "label": "Top Chord Section Designation:", + "type": "combo_dynamic", + "bind": "top_chord_size_combo", + }, + { + "id": "bottom_chord_enabled", + "label": "Bottom Chord:", + "type": "checkbox", + "bind": "bottom_chord_checkbox", + "default": True, + }, + { + "id": "bottom_chord_type", + "label": "Bottom Chord Section Type:", + "type": "combo", + "choices": [ + "Angle", + "Double Angle (Long Leg)", + "Double Angle (Short Leg)", + "Channel", + "Double Channel", + ], + "bind": "bottom_chord_type_combo", + }, + { + "id": "bottom_chord_size", + "label": "Bottom Chord Section Designation:", + "type": "combo_dynamic", + "bind": "bottom_chord_size_combo", + }, + { + "id": "spacing", + "label": "Spacing (m):", + "type": "line", + "default": "3", + "validator": {"type": "double_range", "bottom": 0.01, "top": 100000.0, "decimals": 2}, + "bind": "spacing_input", + }, + ], +} + +END_DIAPHRAGM_DETAILS_SCHEMA = { + "id": "end_diaphragm_details_tab", + "views": { + "Cross Bracing": { + "overview": [ + { + "id": "type_selector", + "label": "Type:", + "type": "combo", + "choices": VALUES_END_DIAPHRAGM_TYPE, + "default": "Cross Bracing", + }, + ], + "section_inputs": [ + { + "id": "design", + "label": "Design:", + "type": "combo", + "choices": VALUES_GIRDER_DESIGN_MODE, + "default": "Optimized", + "bind": "cross_design_combo", + }, + { + "id": "bracing_type", + "label": "Type of Bracing:", + "type": "combo", + "choices": ["K-Bracing", "X-Bracing"], + "bind": "cross_bracing_type_combo", + }, + { + "id": "bracing_section_type", + "label": "Bracing Section Type:", + "type": "combo", + "choices": [ + "Angle", + "Double Angle (Long Leg)", + "Double Angle (Short Leg)", + "Channel", + "Double Channel", + ], + "bind": "cross_bracing_section_type_combo", + }, + { + "id": "bracing_section", + "label": "Bracing Section Designation:", + "type": "combo_dynamic", + "bind": "cross_bracing_section_combo", + }, + { + "id": "top_chord_enabled", + "label": "Top Chord:", + "type": "checkbox", + "default": False, + "bind": "cross_top_chord_checkbox", + }, + { + "id": "top_chord_type", + "label": "Top Chord Section Type:", + "type": "combo", + "choices": [ + "Angle", + "Double Angle (Long Leg)", + "Double Angle (Short Leg)", + "Channel", + "Double Channel", + ], + "bind": "cross_top_chord_type_combo", + }, + { + "id": "top_chord_size", + "label": "Top Chord Section Designation:", + "type": "combo_dynamic", + "bind": "cross_top_chord_size_combo", + }, + { + "id": "bottom_chord_enabled", + "label": "Bottom Chord:", + "type": "checkbox", + "default": True, + "bind": "cross_bottom_chord_checkbox", + }, + { + "id": "bottom_chord_type", + "label": "Bottom Chord Section Type:", + "type": "combo", + "choices": [ + "Angle", + "Double Angle (Long Leg)", + "Double Angle (Short Leg)", + "Channel", + "Double Channel", + ], + "bind": "cross_bottom_chord_type_combo", + }, + { + "id": "bottom_chord_size", + "label": "Bottom Chord Section Designation:", + "type": "combo_dynamic", + "bind": "cross_bottom_chord_size_combo", + }, + ], + }, + "Rolled Beam": { + "overview": [ + { + "id": "type_selector", + "label": "Type:", + "type": "combo", + "choices": VALUES_END_DIAPHRAGM_TYPE, + "default": "Rolled Beam", + }, + ], + "section_inputs": [ + { + "id": "design", + "label": "Design:", + "type": "combo", + "choices": VALUES_GIRDER_DESIGN_MODE, + "default": "Optimized", + "bind": "rolled_design_combo", + }, + { + "id": "is_section", + "label": "IS Section:", + "type": "combo_dynamic", + "bind": "rolled_is_section_combo", + }, + ], + }, + "Welded Beam": { + "overview": [ + { + "id": "type_selector", + "label": "Type:", + "type": "combo", + "choices": VALUES_END_DIAPHRAGM_TYPE, + "default": "Welded Beam", + }, + ], + "section_inputs": [ + { + "id": "design", + "label": "Design:", + "type": "combo", + "choices": VALUES_GIRDER_DESIGN_MODE, + "default": "Optimized", + "bind": "welded_design_combo", + }, + { + "id": "symmetry", + "label": "Symmetry:", + "type": "combo", + "choices": VALUES_GIRDER_SYMMETRY, + "bind": "welded_symmetry_combo", + }, + ], + }, + }, +} + +# Versioned contract for schema-driven Member Properties migration. +# This keeps existing schema constants intact while providing a single +# top-level structure that builders can consume incrementally. +MEMBER_PROPERTIES_SCHEMA_V1 = { + "version": 1, + "tabs": { + "girder_details": { + "id": "girder_details", + "title": "Girder Details", + "overview": GIRDER_DETAILS_SCHEMA.get("overview", []), + "section_inputs": GIRDER_DETAILS_SCHEMA.get("section_inputs", []), + }, + "stiffener_details": { + "id": "stiffener_details", + "title": "Stiffener Details", + "overview": STIFFENER_DETAILS_SCHEMA.get("overview", []), + "stiffener_inputs": STIFFENER_DETAILS_SCHEMA.get("stiffener_inputs", []), + "web_buckling_inputs": STIFFENER_DETAILS_SCHEMA.get("web_buckling_inputs", []), + }, + "cross_bracing_details": { + "id": "cross_bracing_details", + "title": "Cross-Bracing Details", + "overview": CROSS_BRACING_DETAILS_SCHEMA.get("overview", []), + "section_inputs": CROSS_BRACING_DETAILS_SCHEMA.get("section_inputs", []), + }, + "end_diaphragm_details": { + "id": "end_diaphragm_details", + "title": "End Diaphragm Details", + "views": END_DIAPHRAGM_DETAILS_SCHEMA.get("views", {}), + }, + }, } #function -> store in dict design dict diff --git a/src/osdagbridge/core/utils/common.py b/src/osdagbridge/core/utils/common.py index f908be17c..d39ea98dc 100644 --- a/src/osdagbridge/core/utils/common.py +++ b/src/osdagbridge/core/utils/common.py @@ -217,10 +217,10 @@ "Minor Laterally Unsupported", "Major Laterally Unsupported", ] -VALUES_GIRDER_DESIGN_MODE = ["Optimized", "Customized"] +VALUES_GIRDER_DESIGN_MODE = ["Optimized", "Custom"] VALUES_GIRDER_SPAN_MODE = ["Full Length", "Custom"] VALUES_PROFILE_SCOPE = ["All", "Custom"] -VALUES_OPTIMIZATION_MODE = ["Optimized", "Customized", "All"] +VALUES_OPTIMIZATION_MODE = ["Optimized", "Custom", "All"] VALUES_TORSIONAL_RESTRAINT = [ "Fully Restrained", "Partially Restrained - Support Connection", @@ -229,6 +229,8 @@ VALUES_WARPING_RESTRAINT = ["Both Flanges Restrained", "No Restraint"] VALUES_WEB_TYPE = ["Thin Web with ITS", "Thick Web without ITS"] VALUES_STIFFENER_DESIGN = ["Simple Post Critical", "Tension Field"] +VALUES_BEARING_STIFFENER_COUNT = ["1", "2", "3", "4"] +VALUES_LONGITUDINAL_STIFFENER = ["No", "Yes and 1 stiffener", "Yes and 2 stiffeners"] VALUES_CROSS_BRACING_TYPE = [ "K-bracing", "K-bracing with top bracket", @@ -243,6 +245,33 @@ VALUES_FOOTPATH_PRESSURE_MODE = ["Automatic", "User-defined"] VALUES_SUPPORT_TYPE = ["Fixed", "Pinned"] +#Sail thic +SAIL_APPROVED_THICKNESS_VALUES=[ + "8", "10", "12", "14", "16", "18", "20", "22", "25", "28", "32", "36", + "40", "45", "50", "56", "63", "75", "80", "90", "100", "110", "120", + ] +MIN_BEARING_STIFFENER_SPACING_MM = 50 +STIFFENER_DETAILS_DEFAULTS = { + "form_label_width": 245, + "combo_width": 190, + "outstand_default_text": "NA", + "min_bearing_spacing_mm": MIN_BEARING_STIFFENER_SPACING_MM, + "bearing_stiffeners_each_end": VALUES_BEARING_STIFFENER_COUNT[1], + "bearing_spacing_mm": "", + "bearing_thickness_mode": VALUES_PROFILE_SCOPE[0], + "bearing_thickness_value": SAIL_APPROVED_THICKNESS_VALUES[0], + "bearing_outstand_mm": "", + "intermediate_stiffener": VALUES_YES_NO[0], + "intermediate_spacing_mm": "NA", + "intermediate_outstand_mm": "", + "longitudinal_stiffener": VALUES_LONGITUDINAL_STIFFENER[0], + "intermediate_thickness_mode": VALUES_PROFILE_SCOPE[0], + "intermediate_thickness_value": SAIL_APPROVED_THICKNESS_VALUES[0], + "longitudinal_thickness_mode": VALUES_PROFILE_SCOPE[0], + "longitudinal_thickness_value": SAIL_APPROVED_THICKNESS_VALUES[0], + "shear_buckling_method": VALUES_STIFFENER_DESIGN[0] if VALUES_STIFFENER_DESIGN else "", +} + # Defaults + validation helpers DEFAULT_SELF_WEIGHT_FACTOR = 1.0 DEFAULT_CONCRETE_DENSITY = 25.0 @@ -275,4 +304,3 @@ def connectdb(table_name, popup=None): if table_name == "Material": return VALUES_MATERIAL return [] - diff --git a/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py b/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py index 329d79262..2e8beb63b 100644 --- a/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py +++ b/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py @@ -236,6 +236,7 @@ def init_ui(self): # Keep girder count in sync across tabs try: self.typical_section_tab.girder_count_changed.connect(self.section_properties_tab.set_girder_count) + self._sync_member_properties_girder_count() except Exception: pass @@ -299,6 +300,29 @@ def _normalize_numeric_texts(self, places=2): except ValueError: continue + def _normalize_member_properties_design_mode(self, mode_str: str) -> str: + """Map upstream design labels to Member Properties supported values.""" + value = str(mode_str or "").strip().lower() + if value in {"custom", "customized"}: + return "Custom" + if value in {"optimized", "optimised"}: + return "Optimized" + return "Optimized" + + def _sync_member_properties_girder_count(self) -> None: + """Push current girder count from Typical Section to Member Properties.""" + try: + count_text = "" + if hasattr(self, "typical_section_tab") and hasattr(self.typical_section_tab, "no_of_girders"): + count_text = str(self.typical_section_tab.no_of_girders.text() or "").strip() + if not count_text: + return + count = int(float(count_text)) + if hasattr(self, "section_properties_tab") and hasattr(self.section_properties_tab, "set_girder_count"): + self.section_properties_tab.set_girder_count(count) + except Exception: + pass + def _create_schema_widget(self, field_def, field_width): field_type = field_def.get("type") widget = None @@ -408,8 +432,9 @@ def _create_schema_widget(self, field_def, field_width): return widget def set_member_properties_design_mode(self, mode_str: str): + normalized_mode = self._normalize_member_properties_design_mode(mode_str) if hasattr(self, "section_properties_tab") and hasattr(self.section_properties_tab, "set_design_mode"): - self.section_properties_tab.set_design_mode(mode_str) + self.section_properties_tab.set_design_mode(normalized_mode) def _apply_defaults(self): """Apply defaults only to the currently visible top-level tab. @@ -443,17 +468,17 @@ def _apply_defaults(self): if hasattr(tab, "reset_defaults"): tab.reset_defaults() return - + if current_widget is getattr(self, "support_tab", None): if hasattr(self.support_tab, "reset_defaults"): self.support_tab.reset_defaults() return - + if current_widget is getattr(self, "design_options_tab", None): if hasattr(self.design_options_tab, "reset_defaults"): self.design_options_tab.reset_defaults() return - + if current_widget is getattr(self, "design_options_cont_tab", None): if hasattr(self.design_options_cont_tab, "reset_defaults"): self.design_options_cont_tab.reset_defaults() @@ -596,6 +621,9 @@ def get_all_values(self): except Exception: pass + # Keep Member Properties member/pair dropdowns aligned with restored girder count. + self._sync_member_properties_girder_count() + return values @@ -826,6 +854,9 @@ def _on_top_tab_changed(self, index: int) -> None: self.tabs.setCurrentIndex(previous) self.tabs.blockSignals(prev) return + + if hasattr(self, "section_properties_tab") and hasattr(self.section_properties_tab, "save_properties"): + self._last_saved_data = self.section_properties_tab.save_properties() or {} except Exception: pass diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/optimizable_field.py b/src/osdagbridge/desktop/ui/dialogs/tabs/optimizable_field.py index 09eb0cd43..7a6a7c357 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/optimizable_field.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/optimizable_field.py @@ -16,7 +16,7 @@ from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style class OptimizableField(QWidget): - """Widget that allows selection between Optimized/Customized/All modes with input field""" + """Widget that allows selection between Optimized/Custom/All modes with input field""" def __init__(self, label_text, parent=None): super().__init__(parent) diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/section_properties_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/section_properties_tab.py index 896eee012..1293a3467 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/section_properties_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/section_properties_tab.py @@ -116,20 +116,8 @@ def _on_section_tab_changed(self, index: int) -> None: if previous != index: try: leaving_girder_tab = previous == self.section_tabs.indexOf(getattr(self, "girder_details_tab", None)) - if leaving_girder_tab and hasattr(self, "girder_details_tab") and hasattr(self.girder_details_tab, "has_unsaved_changes"): - if self.girder_details_tab.has_unsaved_changes(): - box = QMessageBox(self) - box.setIcon(QMessageBox.Warning) - box.setWindowTitle("Unsaved Inputs") - box.setText("Please save Member Properties before switching tabs.") - box.setStandardButtons(QMessageBox.Ok) - box.setDefaultButton(QMessageBox.Ok) - box.setWindowModality(Qt.ApplicationModal) - box.exec() - prev = self.section_tabs.blockSignals(True) - self.section_tabs.setCurrentIndex(previous) - self.section_tabs.blockSignals(prev) - return + if leaving_girder_tab and hasattr(self, "girder_details_tab") and hasattr(self.girder_details_tab, "_commit_current_member_state"): + self.girder_details_tab._commit_current_member_state() except Exception: pass diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/cross_bracing_details_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/cross_bracing_details_tab.py index ce59b45a5..93e83dc7a 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/cross_bracing_details_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/cross_bracing_details_tab.py @@ -9,31 +9,312 @@ QTextEdit, QDialog, QSizeGrip ) from PySide6.QtCore import Qt, Signal, QSize -from PySide6.QtGui import QDoubleValidator, QIntValidator +from PySide6.QtGui import QDoubleValidator, QIntValidator, QPainter, QPen, QColor from osdagbridge.core.utils.common import * +from osdagbridge.core.bridge_types.plate_girder.ui_fields_additional_input import CROSS_BRACING_DETAILS_SCHEMA from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar +from osdagbridge.desktop.ui.utils.cad_palette import CAD_DIMENSION from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style from osdagbridge.desktop.ui.widgets.section_viewer import SectionPreviewWidget, SectionCatalog from osdagbridge.desktop.ui.widgets.placeholder_section_preview import PlaceholderSectionPreviewWidget + +class BracingLayoutCadWidget(QWidget): + """Simple CAD-like bracing layout preview for K/X bracing.""" + + def __init__(self, min_height: int = 170, parent=None): + super().__init__(parent) + self._bracing_type = "K-Bracing" + self._top_chord = False + self._bottom_chord = True + self._member_label = "" + self._girder_pair = "" + self.setMinimumHeight(int(min_height)) + self.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) + + def set_layout( + self, + bracing_type: str, + top_chord: bool, + bottom_chord: bool, + member_label: str = "", + girder_pair: str = "", + ) -> None: + self._bracing_type = (bracing_type or "K-Bracing").strip() or "K-Bracing" + self._top_chord = bool(top_chord) + self._bottom_chord = bool(bottom_chord) + self._member_label = (member_label or "").strip() + self._girder_pair = (girder_pair or "").strip() + self.update() + + def paintEvent(self, _event): # noqa: N802 (Qt naming) + from PySide6.QtCore import QPointF + painter = QPainter(self) + painter.setRenderHint(QPainter.Antialiasing, True) + + # Plain background (no outer border line). + canvas = self.rect() + painter.fillRect(canvas, QColor("#ffffff")) + + # Reserve extra bottom space for member/girder labels so they are never clipped. + draw = canvas.adjusted(24, 14, -24, -38) + if draw.width() <= 10 or draw.height() <= 10: + return + + # Coordinates + x_left = draw.left() + int(draw.width() * 0.15) + x_right = draw.right() - int(draw.width() * 0.15) + y_top = draw.top() + int(draw.height() * 0.10) + y_bottom = draw.bottom() - int(draw.height() * 0.14) + + fw = 40 # flange width + ft = 8 # flange thickness + wt = 6 # web thickness + + # Connection points at web outer faces (clean two-line I-section look). + x_l_conn = x_left + wt // 2 + x_r_conn = x_right - wt // 2 + + strut_offset = 12 + y_T_WP = y_top + strut_offset if self._top_chord else y_top + 15 + y_B_WP = y_bottom - strut_offset if self._bottom_chord else y_bottom - 15 + + wp_tl = QPointF(x_l_conn, y_T_WP) + wp_tr = QPointF(x_r_conn, y_T_WP) + wp_bl = QPointF(x_l_conn, y_B_WP) + wp_br = QPointF(x_r_conn, y_B_WP) + + # Monochrome CAD style: line-only geometry, no fill shading. + line_color = QColor("#000000") + + # 1. Draw top/bottom bracing lines based on current selection. + painter.setPen(QPen(line_color, 2)) + if self._top_chord: + painter.drawLine(wp_tl, wp_tr) + if self._bottom_chord: + painter.drawLine(wp_bl, wp_br) + + # 2. Draw Bracing Members + brace_pen = QPen(line_color, 2) + brace_pen.setCapStyle(Qt.RoundCap) + brace_pen.setJoinStyle(Qt.RoundJoin) + painter.setPen(brace_pen) + + if self._bracing_type == "K-Bracing": + if self._top_chord and not self._bottom_chord: + apex = QPointF((x_l_conn + x_r_conn) / 2.0, y_T_WP) + painter.drawLine(wp_bl, apex) + painter.drawLine(wp_br, apex) + else: + apex = QPointF((x_l_conn + x_r_conn) / 2.0, y_B_WP) + painter.drawLine(wp_tl, apex) + painter.drawLine(wp_tr, apex) + else: + painter.drawLine(wp_tl, wp_br) + painter.drawLine(wp_bl, wp_tr) + + # 3. Draw I-Girders + painter.setPen(QPen(line_color, 1.6)) + painter.setBrush(Qt.NoBrush) + + # Girder body outlines (double-line geometry with flange/web rectangles) + # Left Girder + painter.drawRect(int(x_left - fw//2), int(y_top - ft), fw, ft) + painter.drawRect(int(x_left - fw//2), int(y_bottom), fw, ft) + painter.drawRect(int(x_left - wt//2), int(y_top), wt, int(y_bottom - y_top)) + + # Right Girder + painter.drawRect(int(x_right - fw//2), int(y_top - ft), fw, ft) + painter.drawRect(int(x_right - fw//2), int(y_bottom), fw, ft) + painter.drawRect(int(x_right - wt//2), int(y_top), wt, int(y_bottom - y_top)) + + # 4. Label boxes below the girders (no arrows/leaders). + + def compact_member_label(raw_text: str) -> str: + text = (raw_text or "").strip() + if " to " in text: + parts = [part.strip() for part in text.split(" to ", 1)] + if len(parts) == 2 and parts[0] and parts[1]: + return f"{parts[0]} - {parts[1]}" + return text or "B1M1" + + pair_text = self._girder_pair or "G1 to G2" + left_girder, right_girder = "G1", "G2" + if " to " in pair_text: + parts = [part.strip() for part in pair_text.split(" to ", 1)] + if len(parts) == 2 and parts[0] and parts[1]: + left_girder, right_girder = parts[0], parts[1] + + pen = QPen(CAD_DIMENSION, 1.1) + painter.setPen(pen) + + label_bg = QColor(255, 255, 255, 225) + pad_x = 6 + pad_y = 3 + + def draw_label_box(text: str, center_x: float, box_y: float, font_size: int = 8) -> None: + if not text: + return + + f = painter.font() + f.setPointSize(font_size) + f.setBold(True) + painter.setFont(f) + fm = painter.fontMetrics() + + txt_w = fm.horizontalAdvance(text) + txt_h = fm.height() + box_w = txt_w + (2 * pad_x) + box_h = txt_h + (2 * pad_y) + + box_x = center_x - (box_w / 2.0) + # Keep labels visible while preserving a common baseline. + box_x = max(8.0, min(box_x, self.width() - box_w - 8.0)) + box_y = max(8.0, min(box_y, self.height() - box_h - 8.0)) + + # Draw label box + painter.setPen(Qt.NoPen) + painter.setBrush(label_bg) + painter.drawRoundedRect(int(box_x), int(box_y), int(box_w), int(box_h), 4, 4) + painter.setBrush(Qt.NoBrush) + painter.setPen(QPen(CAD_DIMENSION, 1.0)) + painter.drawText(int(box_x + pad_x), int(box_y + box_h - pad_y - 2), text) + + # Uniform row under girders: left, center, right labels with equal spacing. + member_text = compact_member_label(self._member_label) + label_y = y_bottom + ft + 12 + mid_x = (x_left + x_right) / 2.0 + + draw_label_box(f"Girder {left_girder}", x_left, label_y, 8) + draw_label_box(member_text, mid_x, label_y, 11) + draw_label_box(f"Girder {right_girder}", x_right, label_y, 8) + + +class _CrossBracingDetailsSchemaBuilder: + """Local schema-driven widget builder for Cross Bracing tab.""" + + def __init__(self, owner: QWidget): + self.owner = owner + + def create_widget(self, field_def: dict) -> QWidget: + field_type = str(field_def.get("type") or "line").strip().lower() + + if field_type in {"combo", "combo_dynamic"}: + widget = QComboBox() + for choice in field_def.get("choices") or []: + widget.addItem(str(choice)) + default = field_def.get("default") + if default is not None: + widget.setCurrentText(str(default)) + self.owner._configure_combo_box(widget) + + elif field_type == "checkbox": + widget = QCheckBox() + widget.setChecked(bool(field_def.get("default", False))) + widget.setFixedHeight(28) + widget.setStyleSheet("margin-left: 2px;") + + else: + widget = QLineEdit() + default = field_def.get("default") + if default is not None: + widget.setText(str(default)) + self._apply_validator(widget, field_def.get("validator")) + if bool(field_def.get("read_only", False)): + widget.setReadOnly(True) + try: + widget.setFocusPolicy(Qt.NoFocus) + except Exception: + pass + + if field_type not in {"checkbox"}: + apply_field_style(widget) + + if isinstance(widget, QLineEdit): + widget.setFixedSize(self.owner._combo_width, 28) + widget.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + elif isinstance(widget, QComboBox): + widget.setFixedHeight(28) + widget.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + + field_id = str(field_def.get("id") or "").strip() + if field_id: + widget.setObjectName(field_id) + + bind_name = str(field_def.get("bind") or "").strip() + if bind_name: + setattr(self.owner, bind_name, widget) + + self._connect_handlers(widget, field_def) + return widget + + def _apply_validator(self, widget: QLineEdit, validator_def: dict | None) -> None: + if not validator_def: + return + + vtype = str(validator_def.get("type") or "").strip().lower() + if vtype == "double_range": + bottom = float(validator_def.get("bottom", 0.0)) + top = float(validator_def.get("top", 1e12)) + decimals = int(validator_def.get("decimals", 3)) + widget.setValidator(QDoubleValidator(bottom, top, decimals, widget)) + return + + if vtype == "int_range": + bottom = int(validator_def.get("bottom", 0)) + top = int(validator_def.get("top", 1_000_000_000)) + widget.setValidator(QIntValidator(bottom, top, widget)) + + def _connect_handlers(self, widget: QWidget, field_def: dict) -> None: + owner = self.owner + + on_change = field_def.get("on_change") + if on_change and isinstance(widget, QComboBox): + handler = getattr(owner, str(on_change), None) + if callable(handler): + widget.currentTextChanged.connect(handler) + + on_text_changed = field_def.get("on_text_changed") + if on_text_changed and isinstance(widget, QLineEdit): + handler = getattr(owner, str(on_text_changed), None) + if callable(handler): + widget.textChanged.connect(handler) + + on_editing_finished = field_def.get("on_editing_finished") + if on_editing_finished and isinstance(widget, QLineEdit): + handler = getattr(owner, str(on_editing_finished), None) + if callable(handler): + widget.editingFinished.connect(handler) + + on_toggled = field_def.get("on_toggled") + if on_toggled and isinstance(widget, QCheckBox): + handler = getattr(owner, str(on_toggled), None) + if callable(handler): + widget.toggled.connect(handler) + class CrossBracingDetailsTab(QWidget): """Tab for Cross-Bracing Details with visual previews""" def __init__(self, parent=None): super().__init__(parent) self.catalog = SectionCatalog() + self._schema_builder = _CrossBracingDetailsSchemaBuilder(self) self._girder_details_tab = None self._global_design_mode = "Optimized" + self._field_widgets: dict[str, QWidget] = {} # Keep all combo boxes strictly uniform in width. self._combo_width = 190 + # Keep label columns uniform across all left-panel grids. + self._label_col_width = 260 # Persist UI state per (girder-pair, member-id) so switching selection # restores user inputs for that specific member. self._state_by_member_key: dict[str, dict] = {} self._active_member_key: str | None = None self._selection_sync_guard = False + self._updating_chord_rules = False self.init_ui() def init_ui(self): @@ -44,11 +325,9 @@ def init_ui(self): scroll = QScrollArea() scroll.setWidgetResizable(True) scroll.setFrameShape(QFrame.NoFrame) + scroll.setVerticalScrollBarPolicy(Qt.ScrollBarAsNeeded) scroll.setHorizontalScrollBarPolicy(Qt.ScrollBarAlwaysOff) - scroll.setStyleSheet( - "QScrollArea { border: none; background: transparent; }" - "QScrollArea > QWidget > QWidget { background: transparent; }" - ) + scroll.setStyleSheet("QScrollArea { border: none; background: transparent; }") main_layout.addWidget(scroll) container = QWidget() @@ -75,16 +354,13 @@ def init_ui(self): selection_layout.setContentsMargins(12, 8, 12, 8) selection_layout.setHorizontalSpacing(12) selection_layout.setVerticalSpacing(8) - selection_layout.setColumnMinimumWidth(0, 180) + selection_layout.setColumnMinimumWidth(0, int(self._label_col_width)) + selection_layout.setColumnMinimumWidth(1, int(self._combo_width)) selection_layout.setColumnStretch(0, 0) - selection_layout.setColumnStretch(1, 0) + selection_layout.setColumnStretch(1, 1) - self.select_girders_combo = QComboBox() - # Populated from Girder Details when bound. - self._configure_combo_box(self.select_girders_combo) - apply_field_style(self.select_girders_combo) - selection_layout.addWidget(self._create_label("Select Girders:"), 0, 0) - selection_layout.addWidget(self.select_girders_combo, 0, 1) + self._build_overview_inputs_from_schema(selection_layout) + self._bind_widgets_from_schema("overview") self.member_id_combo = QComboBox() # Populated from Girder Details when bound. (No Custom option.) @@ -98,18 +374,6 @@ def init_ui(self): # Hide the dropdown entirely; show a read-only display instead. self.member_id_combo.setVisible(False) - self.member_id_display = QLineEdit() - self.member_id_display.setReadOnly(True) - self.member_id_display.setFixedSize(self._combo_width, 28) - self.member_id_display.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) - try: - self.member_id_display.setFocusPolicy(Qt.NoFocus) - except Exception: - pass - apply_field_style(self.member_id_display) - selection_layout.addWidget(self._create_label("Member ID:"), 1, 0) - selection_layout.addWidget(self.member_id_display, 1, 1) - # Keep the two selectors aligned and persist state per selection. self.select_girders_combo.currentIndexChanged.connect(self._on_select_girders_index_changed) @@ -127,72 +391,13 @@ def init_ui(self): inputs_grid.setContentsMargins(0, 0, 0, 0) inputs_grid.setHorizontalSpacing(12) inputs_grid.setVerticalSpacing(8) - inputs_grid.setColumnMinimumWidth(0, 180) + inputs_grid.setColumnMinimumWidth(0, int(self._label_col_width)) + inputs_grid.setColumnMinimumWidth(1, int(self._combo_width)) inputs_grid.setColumnStretch(0, 0) - inputs_grid.setColumnStretch(1, 0) - - self.design_combo = QComboBox() - self.design_combo.addItems(["Customized", "Optimized"]) - if self.design_combo.count() > 1: - self.design_combo.setCurrentIndex(1) # Default to Optimized - self._configure_combo_box(self.design_combo) - apply_field_style(self.design_combo) - self.design_combo.setVisible(False) - row = 0 + inputs_grid.setColumnStretch(1, 1) - self.bracing_type_combo = QComboBox() - self.bracing_type_combo.addItems(["K-Bracing", "X-Bracing"]) - self._configure_combo_box(self.bracing_type_combo) - apply_field_style(self.bracing_type_combo) - row = self._add_grid_row(inputs_grid, row, "Type of Bracing:", self.bracing_type_combo) - - section_type_options = [ - "Angle", - "Double Angle (Long Leg)", - "Double Angle (Short Leg)", - "Channel", - "Double Channel", - ] - - self.bracing_section_type_combo = QComboBox() - self.bracing_section_type_combo.addItems(section_type_options) - self._configure_combo_box(self.bracing_section_type_combo) - apply_field_style(self.bracing_section_type_combo) - row = self._add_grid_row(inputs_grid, row, "Bracing Section Type:", self.bracing_section_type_combo) - - self.bracing_section_combo = QComboBox() - self._configure_combo_box(self.bracing_section_combo) - apply_field_style(self.bracing_section_combo) - row = self._add_grid_row(inputs_grid, row, "Bracing Section:", self.bracing_section_combo) - - self.top_bracket_type_combo = QComboBox() - self.top_bracket_type_combo.addItems(section_type_options) - self._configure_combo_box(self.top_bracket_type_combo) - apply_field_style(self.top_bracket_type_combo) - row = self._add_grid_row(inputs_grid, row, "Top Bracket Section:", self.top_bracket_type_combo) - - self.top_bracket_size_combo = QComboBox() - self._configure_combo_box(self.top_bracket_size_combo) - apply_field_style(self.top_bracket_size_combo) - row = self._add_grid_row(inputs_grid, row, "Top Bracket Size:", self.top_bracket_size_combo) - - self.bottom_bracket_type_combo = QComboBox() - self.bottom_bracket_type_combo.addItems(section_type_options) - self._configure_combo_box(self.bottom_bracket_type_combo) - apply_field_style(self.bottom_bracket_type_combo) - row = self._add_grid_row(inputs_grid, row, "Bottom Bracket Section:", self.bottom_bracket_type_combo) - - self.bottom_bracket_size_combo = QComboBox() - self._configure_combo_box(self.bottom_bracket_size_combo) - apply_field_style(self.bottom_bracket_size_combo) - row = self._add_grid_row(inputs_grid, row, "Bottom Bracket Size:", self.bottom_bracket_size_combo) - - self.spacing_input = QLineEdit() - self.spacing_input.setValidator(QDoubleValidator(0, 100000, 2)) - apply_field_style(self.spacing_input) - self.spacing_input.setFixedSize(self._combo_width, 28) - self.spacing_input.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) - self._add_grid_row(inputs_grid, row, "Spacing (m):", self.spacing_input) + self._build_section_inputs_from_schema(inputs_grid) + self._bind_widgets_from_schema("section_inputs") inputs_layout.addLayout(inputs_grid) left_layout.addWidget(inputs_box) @@ -214,34 +419,40 @@ def init_ui(self): type_layout = QVBoxLayout(type_box) type_layout.setContentsMargins(12, 8, 12, 10) type_layout.setSpacing(6) - type_layout.addWidget(self._create_heading_label("Type of Bracing")) - type_layout.addWidget(self._create_bracing_layout_placeholder("Bracing Layout", 170)) + type_layout.addWidget(self._create_heading_label(self._schema_label("bracing_type", "Type of Bracing:").rstrip(":"))) + self.bracing_layout_widget = BracingLayoutCadWidget(170) + self.bracing_layout_widget.setFixedHeight(170) + type_layout.addWidget(self.bracing_layout_widget) right_layout.addWidget(type_box) self.bracing_preview_box, self.bracing_preview_label = self._create_preview_box("Bracing") right_layout.addWidget(self.bracing_preview_box) - self.top_bracket_preview_box, self.top_bracket_preview_label = self._create_preview_box("Top Bracket") - right_layout.addWidget(self.top_bracket_preview_box) + self.top_chord_preview_box, self.top_chord_preview_label = self._create_preview_box("Top Chord") + right_layout.addWidget(self.top_chord_preview_box) - self.bottom_bracket_preview_box, self.bottom_bracket_preview_label = self._create_preview_box("Bottom Bracket") - right_layout.addWidget(self.bottom_bracket_preview_box) + self.bottom_chord_preview_box, self.bottom_chord_preview_label = self._create_preview_box("Bottom Chord") + right_layout.addWidget(self.bottom_chord_preview_box) right_layout.addStretch() card_layout.addWidget(right_column) - card_layout.setStretch(0, 3) - card_layout.setStretch(1, 4) + # Keep both panels visually balanced like Girder Details. + card_layout.setStretch(0, 1) + card_layout.setStretch(1, 1) container_layout.addWidget(primary_card) container_layout.addStretch() self.bracing_type_combo.currentTextChanged.connect(self._update_previews) + self.bracing_type_combo.currentTextChanged.connect(self._on_bracing_layout_changed) self.bracing_section_type_combo.currentTextChanged.connect(self._on_bracing_type_changed) self.bracing_section_combo.currentTextChanged.connect(self._update_previews) - self.top_bracket_type_combo.currentTextChanged.connect(self._on_top_bracket_type_changed) - self.top_bracket_size_combo.currentTextChanged.connect(self._update_previews) - self.bottom_bracket_type_combo.currentTextChanged.connect(self._on_bottom_bracket_type_changed) - self.bottom_bracket_size_combo.currentTextChanged.connect(self._update_previews) + self.top_chord_checkbox.toggled.connect(self._on_bracing_layout_changed) + self.top_chord_type_combo.currentTextChanged.connect(self._on_top_chord_type_changed) + self.top_chord_size_combo.currentTextChanged.connect(self._update_previews) + self.bottom_chord_checkbox.toggled.connect(self._on_bracing_layout_changed) + self.bottom_chord_type_combo.currentTextChanged.connect(self._on_bottom_chord_type_changed) + self.bottom_chord_size_combo.currentTextChanged.connect(self._update_previews) self.design_combo.currentTextChanged.connect(self._on_design_changed) self.spacing_input.textChanged.connect(self._on_span_or_spacing_changed) self._populate_designations() @@ -252,6 +463,7 @@ def init_ui(self): # Ensure initial selection loads its saved/default state. self._load_state_for_current_member() + self._on_bracing_layout_changed() def _on_span_or_spacing_changed(self, *_args) -> None: # Member IDs are derived from Span + Spacing (software-driven). @@ -417,38 +629,244 @@ def _refresh_member_id_display(self) -> None: self.member_id_combo.blockSignals(block) def _default_member_state(self) -> dict: - # Use the tab defaults (Optimized + first options) for new members. + # Use schema defaults/choices for new members. + state: dict[str, object] = {} + for field in self._schema_fields("section_inputs"): + field_id = str(field.get("id") or "").strip() + if not field_id: + continue + field_type = str(field.get("type") or "line").strip().lower() + if field_type in {"combo", "combo_dynamic"}: + choices = self._schema_choices(field_id, []) + fallback = choices[0] if choices else "" + state[field_id] = str(self._schema_default(field_id, fallback)) + elif field_type == "checkbox": + state[field_id] = bool(self._schema_default(field_id, False)) + else: + state[field_id] = str(self._schema_default(field_id, "")) + + # Keep extra designation metadata for robust restore. + state["bracing_section_data"] = None + state["bracing_section_text"] = "" + state["top_chord_data"] = None + state["top_chord_text"] = "" + state["bottom_chord_data"] = None + state["bottom_chord_text"] = "" + return state + + def _schema_fields(self, section: str) -> list[dict]: + """Return normalized schema field dicts for a section. + + Filters non-dict entries and returns shallow copies so callers can work + with a stable list without mutating source schema objects. + """ + return [dict(field) for field in CROSS_BRACING_DETAILS_SCHEMA.get(section, []) if isinstance(field, dict)] + + def _bind_widgets_from_schema(self, section: str) -> None: + """Bind registered widgets to schema-declared attribute names. + + For each field with both `id` and `bind`, finds the registered widget + and sets `self.` to that widget. + """ + for field in self._schema_fields(section): + field_id = str(field.get("id") or "").strip() + bind_name = str(field.get("bind") or "").strip() + if not field_id or not bind_name: + continue + + widget = self._widget_for_field(field_id) + if widget is None: + continue + setattr(self, bind_name, widget) + + def _register_field_widget(self, field_id: str, widget: QWidget) -> None: + """Register a created field widget under its schema field id.""" + key = str(field_id or "").strip() + if key: + self._field_widgets[key] = widget + + def _widget_for_field(self, field_id: str): + """Return the registered widget for a schema field id, if present.""" + return self._field_widgets.get(str(field_id or "").strip()) + + def _schema_field_def(self, field_id: str) -> dict: + """Find and return a single schema field definition by id. + + Searches both `overview` and `section_inputs`. Returns empty dict when + no matching field exists. + """ + target = str(field_id or "").strip() + if not target: + return {} + for section in ("overview", "section_inputs"): + for field in self._schema_fields(section): + if str(field.get("id") or "").strip() == target: + return field + return {} + + def _schema_label(self, field_id: str, fallback: str) -> str: + """Resolve field label from schema with fallback text.""" + field = self._schema_field_def(field_id) + label = field.get("label") + return str(label if label is not None else fallback) + + def _schema_choices(self, field_id: str, fallback: list[str]) -> list[str]: + """Resolve combo choices from schema with fallback list.""" + field = self._schema_field_def(field_id) + choices = field.get("choices") or fallback + return [str(choice) for choice in choices] + + def _schema_default(self, field_id: str, fallback): + """Resolve field default value from schema with fallback.""" + field = self._schema_field_def(field_id) + return field.get("default", fallback) + + def _apply_double_validator_from_schema( + self, + line_edit: QLineEdit, + field_id: str, + fallback_bottom: float, + fallback_top: float, + fallback_decimals: int, + ) -> None: + """Apply a numeric range validator using schema validator metadata. + + Uses fallback bounds/decimals when validator metadata is absent. + """ + field = self._schema_field_def(field_id) + validator = field.get("validator") if isinstance(field.get("validator"), dict) else {} + bottom = float(validator.get("bottom", fallback_bottom)) + top = float(validator.get("top", fallback_top)) + decimals = int(validator.get("decimals", fallback_decimals)) + line_edit.setValidator(QDoubleValidator(bottom, top, decimals)) + + def _create_widget_from_schema(self, field_def: dict): + """Create a widget from schema via local schema builder.""" + return self._schema_builder.create_widget(field_def) + + def _build_overview_select_girders_field(self, selection_layout: QGridLayout, row: int, field_def: dict, widget: QWidget) -> int: + """Render the schema-defined `select_girders` overview row.""" + field_id = str(field_def.get("id") or "") + self._register_field_widget(field_id, widget) + label = self._schema_label(field_id, str(field_def.get("label") or "")) + selection_layout.addWidget(self._create_label(label), row, 0, Qt.AlignLeft | Qt.AlignVCenter) + selection_layout.addWidget(widget, row, 1, Qt.AlignLeft | Qt.AlignVCenter) + return row + 1 + + def _build_overview_member_id_field(self, selection_layout: QGridLayout, row: int, field_def: dict, widget: QWidget) -> int: + """Render the schema-defined `member_id` overview row.""" + field_id = str(field_def.get("id") or "") + self._register_field_widget(field_id, widget) + label = self._schema_label(field_id, str(field_def.get("label") or "")) + selection_layout.addWidget(self._create_label(label), row, 0, Qt.AlignLeft | Qt.AlignVCenter) + selection_layout.addWidget(widget, row, 1, Qt.AlignLeft | Qt.AlignVCenter) + return row + 1 + + def _overview_schema_handlers(self) -> dict[tuple[str, str], callable]: + """Return dispatch map for overview field-specific builders.""" return { - "design": self._global_design_mode, - "bracing_type": "K-Bracing", - "bracing_section_type": "Angle", - "bracing_section_data": None, - "bracing_section_text": "", - "top_bracket_type": "Angle", - "top_bracket_data": None, - "top_bracket_text": "", - "bottom_bracket_type": "Angle", - "bottom_bracket_data": None, - "bottom_bracket_text": "", - "spacing": "3", + ("id", "select_girders"): self._build_overview_select_girders_field, + ("id", "member_id"): self._build_overview_member_id_field, } - def _snapshot_current_state(self) -> dict: + def _build_overview_field_from_schema(self, selection_layout: QGridLayout, row: int, field_def: dict) -> int: + """Build one overview row using handler dispatch + schema metadata.""" + field_id = str(field_def.get("id") or "") + field_type = str(field_def.get("type") or "").strip().lower() + widget = self._schema_builder.create_widget(field_def) + + handlers = self._overview_schema_handlers() + handler = handlers.get(("id", field_id)) or handlers.get(("type", field_type)) + if handler is not None: + return handler(selection_layout, row, field_def, widget) + + self._register_field_widget(field_id, widget) + label = self._schema_label(field_id, str(field_def.get("label") or "")) + selection_layout.addWidget(self._create_label(label), row, 0, Qt.AlignLeft | Qt.AlignVCenter) + selection_layout.addWidget(widget, row, 1, Qt.AlignLeft | Qt.AlignVCenter) + return row + 1 + + def _build_overview_inputs_from_schema(self, selection_layout: QGridLayout) -> None: + """Build all overview rows from schema order.""" + row = 0 + for field in self._schema_fields("overview"): + row = self._build_overview_field_from_schema(selection_layout, row, field) + + def _build_section_hidden_design_field(self, inputs_grid: QGridLayout, row: int, field_def: dict) -> int: + """Build hidden design control row (stored but not shown in UI).""" + field_id = str(field_def.get("id") or "") + widget = self._schema_builder.create_widget(field_def) + self._register_field_widget(field_id, widget) + widget.setVisible(False) + return row + + def _build_section_standard_field(self, inputs_grid: QGridLayout, row: int, field_def: dict) -> int: + """Build a standard visible section-input row from schema.""" + field_id = str(field_def.get("id") or "") + widget = self._schema_builder.create_widget(field_def) + self._register_field_widget(field_id, widget) + row = self._add_grid_row(inputs_grid, row, self._schema_label(field_id, str(field_def.get("label") or "")), widget) + + if field_id == "spacing" and isinstance(widget, QLineEdit): + self._apply_double_validator_from_schema(widget, "spacing", 0.0, 100000.0, 2) + return row + + def _section_schema_handlers(self) -> dict[tuple[str, str], callable]: + """Return dispatch map for section-input field builders.""" return { - "design": self._global_design_mode, - "bracing_type": self.bracing_type_combo.currentText(), - "bracing_section_type": self.bracing_section_type_combo.currentText(), - "bracing_section_data": self.bracing_section_combo.currentData(), - "bracing_section_text": self.bracing_section_combo.currentText(), - "top_bracket_type": self.top_bracket_type_combo.currentText(), - "top_bracket_data": self.top_bracket_size_combo.currentData(), - "top_bracket_text": self.top_bracket_size_combo.currentText(), - "bottom_bracket_type": self.bottom_bracket_type_combo.currentText(), - "bottom_bracket_data": self.bottom_bracket_size_combo.currentData(), - "bottom_bracket_text": self.bottom_bracket_size_combo.currentText(), - "spacing": self.spacing_input.text(), + ("id", "design"): self._build_section_hidden_design_field, + ("type", "combo"): self._build_section_standard_field, + ("type", "combo_dynamic"): self._build_section_standard_field, + ("type", "checkbox"): self._build_section_standard_field, + ("type", "line"): self._build_section_standard_field, } + def _build_section_input_from_schema(self, inputs_grid: QGridLayout, row: int, field_def: dict) -> int: + """Build one section-input row using id/type handler dispatch.""" + field_id = str(field_def.get("id") or "") + field_type = str(field_def.get("type") or "").strip().lower() + + handlers = self._section_schema_handlers() + handler = handlers.get(("id", field_id)) or handlers.get(("type", field_type)) + if handler is not None: + return handler(inputs_grid, row, field_def) + + return self._build_section_standard_field(inputs_grid, row, field_def) + + def _build_section_inputs_from_schema(self, inputs_grid: QGridLayout) -> None: + """Build all section-input rows from schema order.""" + row = 0 + for field in self._schema_fields("section_inputs"): + row = self._build_section_input_from_schema(inputs_grid, row, field) + + def _snapshot_current_state(self) -> dict: + """Capture current UI state for the active pair/member selection. + + Includes schema-driven section-input values and extra designation data + required for robust combo restore (data/text for section selections). + """ + state: dict[str, object] = {} + for field in self._schema_fields("section_inputs"): + field_id = str(field.get("id") or "").strip() + if not field_id: + continue + widget = self._widget_for_field(field_id) + if isinstance(widget, QCheckBox): + state[field_id] = widget.isChecked() + elif isinstance(widget, QComboBox): + state[field_id] = widget.currentText() + elif isinstance(widget, QLineEdit): + state[field_id] = widget.text() + + state["design"] = self._global_design_mode + state["bracing_section_data"] = self.bracing_section_combo.currentData() + state["bracing_section_text"] = self.bracing_section_combo.currentText() + state["top_chord_data"] = self.top_chord_size_combo.currentData() + state["top_chord_text"] = self.top_chord_size_combo.currentText() + state["bottom_chord_data"] = self.bottom_chord_size_combo.currentData() + state["bottom_chord_text"] = self.bottom_chord_size_combo.currentText() + return state + def _store_current_member_state(self) -> None: if not hasattr(self, "select_girders_combo") or not hasattr(self, "member_id_combo"): return @@ -483,23 +901,33 @@ def _apply_state(self, state: dict) -> None: state.get("bracing_section_text") or "", ) - self.top_bracket_type_combo.setCurrentText(state.get("top_bracket_type") or self.top_bracket_type_combo.currentText()) - self._update_designations_for(self.top_bracket_size_combo, self.top_bracket_type_combo.currentText()) + self.top_chord_checkbox.setChecked(bool(state.get("top_chord_enabled", False))) + + self.top_chord_type_combo.setCurrentText(state.get("top_chord_type") or self.top_chord_type_combo.currentText()) + self._update_designations_for(self.top_chord_size_combo, self.top_chord_type_combo.currentText()) self._set_combo_to_data_or_text( - self.top_bracket_size_combo, - state.get("top_bracket_data"), - state.get("top_bracket_text") or "", + self.top_chord_size_combo, + state.get("top_chord_data"), + state.get("top_chord_text") or "", ) - self.bottom_bracket_type_combo.setCurrentText(state.get("bottom_bracket_type") or self.bottom_bracket_type_combo.currentText()) - self._update_designations_for(self.bottom_bracket_size_combo, self.bottom_bracket_type_combo.currentText()) + # For K-bracing, bottom chord is mandatory. + effective_bracing = (state.get("bracing_type") or self.bracing_type_combo.currentText() or "").strip() + if effective_bracing == "K-Bracing": + self.bottom_chord_checkbox.setChecked(True) + else: + self.bottom_chord_checkbox.setChecked(bool(state.get("bottom_chord_enabled", True))) + + self.bottom_chord_type_combo.setCurrentText(state.get("bottom_chord_type") or self.bottom_chord_type_combo.currentText()) + self._update_designations_for(self.bottom_chord_size_combo, self.bottom_chord_type_combo.currentText()) self._set_combo_to_data_or_text( - self.bottom_bracket_size_combo, - state.get("bottom_bracket_data"), - state.get("bottom_bracket_text") or "", + self.bottom_chord_size_combo, + state.get("bottom_chord_data"), + state.get("bottom_chord_text") or "", ) self.spacing_input.setText(state.get("spacing") or "") + self._on_bracing_layout_changed() # Ensure enable/disable and previews match the restored design state. self._on_design_changed(self._global_design_mode) @@ -516,10 +944,12 @@ def _load_state_for_current_member(self) -> None: guard_b = self.bracing_type_combo.blockSignals(True) guard_c = self.bracing_section_type_combo.blockSignals(True) guard_d = self.bracing_section_combo.blockSignals(True) - guard_e = self.top_bracket_type_combo.blockSignals(True) - guard_f = self.top_bracket_size_combo.blockSignals(True) - guard_g = self.bottom_bracket_type_combo.blockSignals(True) - guard_h = self.bottom_bracket_size_combo.blockSignals(True) + guard_d2 = self.top_chord_checkbox.blockSignals(True) + guard_e = self.top_chord_type_combo.blockSignals(True) + guard_f = self.top_chord_size_combo.blockSignals(True) + guard_g2 = self.bottom_chord_checkbox.blockSignals(True) + guard_g = self.bottom_chord_type_combo.blockSignals(True) + guard_h = self.bottom_chord_size_combo.blockSignals(True) try: self._apply_state(state) finally: @@ -527,10 +957,12 @@ def _load_state_for_current_member(self) -> None: self.bracing_type_combo.blockSignals(guard_b) self.bracing_section_type_combo.blockSignals(guard_c) self.bracing_section_combo.blockSignals(guard_d) - self.top_bracket_type_combo.blockSignals(guard_e) - self.top_bracket_size_combo.blockSignals(guard_f) - self.bottom_bracket_type_combo.blockSignals(guard_g) - self.bottom_bracket_size_combo.blockSignals(guard_h) + self.top_chord_checkbox.blockSignals(guard_d2) + self.top_chord_type_combo.blockSignals(guard_e) + self.top_chord_size_combo.blockSignals(guard_f) + self.bottom_chord_checkbox.blockSignals(guard_g2) + self.bottom_chord_type_combo.blockSignals(guard_g) + self.bottom_chord_size_combo.blockSignals(guard_h) # After restoring, refresh previews explicitly. self._update_previews() @@ -620,13 +1052,16 @@ def _create_inner_box(self): ) return box + def _normalize_label_text(self, text: str) -> str: + return str(text or "").rstrip(": ") + def _create_heading_label(self, text): - label = QLabel(text) + label = QLabel(self._normalize_label_text(text)) label.setStyleSheet("font-size: 12px; font-weight: 700; color: #4b4b4b; border: none;") return label def _create_label(self, text): - label = QLabel(text) + label = QLabel(self._normalize_label_text(text)) label.setStyleSheet("font-size: 11px; font-weight: 400; color: #4b4b4b; border: none;") return label @@ -668,6 +1103,7 @@ def _create_bracing_layout_placeholder(self, text: str, height: int): def _create_preview_box(self, title): box = self._create_inner_box() + box.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) layout = QVBoxLayout(box) layout.setContentsMargins(12, 10, 12, 10) layout.setSpacing(8) @@ -675,44 +1111,53 @@ def _create_preview_box(self, title): heading.setStyleSheet("font-size: 12px; font-weight: 700; color: #4b4b4b; border: none;") layout.addWidget(heading) image = PlaceholderSectionPreviewWidget(title, 110) + image.setFixedHeight(110) layout.addWidget(image) + box.setFixedHeight(154) return box, image def _update_previews(self): - if self.design_combo.currentText() != "Customized": + if self.design_combo.currentText() != "Custom": # Hide geometry when optimization controls the section selection. for widget in [ self.bracing_preview_label, - self.top_bracket_preview_label, - self.bottom_bracket_preview_label, + self.top_chord_preview_label, + self.bottom_chord_preview_label, ]: widget.set_section("", "") return self._set_preview(self.bracing_preview_label, self.bracing_section_type_combo, self.bracing_section_combo) - self._set_preview(self.top_bracket_preview_label, self.top_bracket_type_combo, self.top_bracket_size_combo) - self._set_preview(self.bottom_bracket_preview_label, self.bottom_bracket_type_combo, self.bottom_bracket_size_combo) + if self.top_chord_checkbox.isChecked(): + self._set_preview(self.top_chord_preview_label, self.top_chord_type_combo, self.top_chord_size_combo) + else: + self.top_chord_preview_label.set_section("", "") + if self.bottom_chord_checkbox.isChecked(): + self._set_preview(self.bottom_chord_preview_label, self.bottom_chord_type_combo, self.bottom_chord_size_combo) + else: + self.bottom_chord_preview_label.set_section("", "") def _apply_custom_mode(self, is_custom: bool): - # Only allow manual section selection in Customized mode. + # Only allow manual section selection in Custom mode. # Keep the preview/diagram column visible in Optimized mode (like Girder Details). self.right_column.setVisible(True) for widget in [ self.bracing_section_type_combo, self.bracing_section_combo, - self.top_bracket_type_combo, - self.top_bracket_size_combo, - self.bottom_bracket_type_combo, - self.bottom_bracket_size_combo, + self.top_chord_type_combo, + self.top_chord_size_combo, + self.bottom_chord_type_combo, + self.bottom_chord_size_combo, ]: widget.setEnabled(is_custom) + self._on_bracing_layout_changed() def _on_design_changed(self, label: str): - is_custom = label == "Customized" + is_custom = label == "Custom" self._apply_custom_mode(is_custom) self._update_previews() def set_design_mode(self, mode_str: str) -> None: - mode = "Customized" if str(mode_str or "").strip().lower() == "customized" else "Optimized" + mode = "Custom" if str(mode_str or "").strip().lower() in {"custom", "customized"} else "Optimized" self._global_design_mode = mode if hasattr(self, "design_combo") and self.design_combo is not None: prev = self.design_combo.blockSignals(True) @@ -750,8 +1195,8 @@ def _populate_designations(self): angles = self.catalog.list_angles() self._fill_combo(self.bracing_section_combo, angles, "angle") - self._fill_combo(self.top_bracket_size_combo, angles, "angle") - self._fill_combo(self.bottom_bracket_size_combo, angles, "angle") + self._fill_combo(self.top_chord_size_combo, angles, "angle") + self._fill_combo(self.bottom_chord_size_combo, angles, "angle") def _map_section_type(self, label: str) -> str: mapping = { @@ -767,12 +1212,56 @@ def _on_bracing_type_changed(self, label: str): self._update_designations_for(self.bracing_section_combo, label) self._update_previews() - def _on_top_bracket_type_changed(self, label: str): - self._update_designations_for(self.top_bracket_size_combo, label) + def _on_top_chord_type_changed(self, label: str): + self._update_designations_for(self.top_chord_size_combo, label) self._update_previews() - def _on_bottom_bracket_type_changed(self, label: str): - self._update_designations_for(self.bottom_bracket_size_combo, label) + def _on_bottom_chord_type_changed(self, label: str): + self._update_designations_for(self.bottom_chord_size_combo, label) + self._update_previews() + + def _on_bracing_layout_changed(self, *_args): + if self._updating_chord_rules: + return + self._updating_chord_rules = True + try: + bracing = (self.bracing_type_combo.currentText() or "").strip() + is_custom = self.design_combo.currentText() == "Custom" + + if bracing == "K-Bracing": + self.bottom_chord_checkbox.setChecked(True) + # Keep enabled so the checked state is always visually clear. + self.bottom_chord_checkbox.setEnabled(True) + self.top_chord_checkbox.setEnabled(True) + else: + self.bottom_chord_checkbox.setEnabled(True) + self.top_chord_checkbox.setEnabled(True) + + top_enabled = is_custom and self.top_chord_checkbox.isChecked() + bottom_enabled = is_custom and self.bottom_chord_checkbox.isChecked() + + self.top_chord_type_combo.setEnabled(top_enabled) + self.top_chord_size_combo.setEnabled(top_enabled) + self.bottom_chord_type_combo.setEnabled(bottom_enabled) + self.bottom_chord_size_combo.setEnabled(bottom_enabled) + + self.top_chord_preview_box.setVisible(self.top_chord_checkbox.isChecked()) + show_bottom = self.bottom_chord_checkbox.isChecked() or bracing == "K-Bracing" + if show_bottom and not self.bottom_chord_checkbox.isChecked(): + self.bottom_chord_checkbox.setChecked(True) + self.bottom_chord_preview_box.setVisible(show_bottom) + + if hasattr(self, "bracing_layout_widget") and self.bracing_layout_widget is not None: + self.bracing_layout_widget.set_layout( + bracing, + self.top_chord_checkbox.isChecked(), + self.bottom_chord_checkbox.isChecked(), + self.member_id_display.text() if hasattr(self, "member_id_display") else "", + self.select_girders_combo.currentText() if hasattr(self, "select_girders_combo") else "", + ) + finally: + self._updating_chord_rules = False + self._update_previews() def _update_designations_for(self, combo: QComboBox, type_label: str): @@ -839,21 +1328,27 @@ def collect_data(self): # Backward compatible: keep current selection fields at the top-level. current_pair = (self.select_girders_combo.currentText() or "").strip() current_member = self._current_member_id().strip().upper() - return { + payload: dict[str, object] = { "select_girders": current_pair, "member_id": current_member, - "design": self._global_design_mode, - "bracing_type": self.bracing_type_combo.currentText(), - "bracing_section_type": self.bracing_section_type_combo.currentText(), - "bracing_section": self.bracing_section_combo.currentText(), - "top_bracket_type": self.top_bracket_type_combo.currentText(), - "top_bracket_size": self.top_bracket_size_combo.currentText(), - "bottom_bracket_type": self.bottom_bracket_type_combo.currentText(), - "bottom_bracket_size": self.bottom_bracket_size_combo.currentText(), - "spacing": self.spacing_input.text(), "cross_bracing_by_member": by_member, } + for field in self._schema_fields("section_inputs"): + field_id = str(field.get("id") or "").strip() + if not field_id: + continue + widget = self._widget_for_field(field_id) + if isinstance(widget, QCheckBox): + payload[field_id] = widget.isChecked() + elif isinstance(widget, QComboBox): + payload[field_id] = widget.currentText() + elif isinstance(widget, QLineEdit): + payload[field_id] = widget.text() + + payload["design"] = self._global_design_mode + return payload + def restore_data(self, data: dict) -> None: """Restore previously saved cross bracing inputs.""" if not isinstance(data, dict): diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/end_diaphragm_details_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/end_diaphragm_details_tab.py index 65a0e9189..c15cdedce 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/end_diaphragm_details_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/end_diaphragm_details_tab.py @@ -24,21 +24,42 @@ from osdagbridge.desktop.ui.utils.rolled_section_preview import RolledSectionPreview from osdagbridge.desktop.ui.widgets.section_viewer import SectionCatalog, SectionPreviewWidget from osdagbridge.desktop.ui.widgets.placeholder_section_preview import PlaceholderSectionPreviewWidget +from .cross_bracing_details_tab import BracingLayoutCadWidget +from osdagbridge.core.bridge_types.plate_girder.ui_fields_additional_input import END_DIAPHRAGM_DETAILS_SCHEMA # Reuse the same rolled section catalog that backs the Girder tab. from osdagbridge.desktop.ui.dialogs.tabs.sub_tabs.section_properties.girder_details_tab import ( # noqa: E501 _BoundsDialog, + _ThicknessSelectionDialog, girder_properties, - SAIL_APPROVED_THICKNESS_VALUES, ) +from osdagbridge.core.utils.common import SAIL_APPROVED_THICKNESS_VALUES + + +def _choice_value(options: list[str], preferred: str, fallback_index: int = 0) -> str: + """Resolve canonical labels by value first, then safe positional fallback.""" + values = [str(value) for value in (options or [])] + if preferred in values: + return preferred + if 0 <= fallback_index < len(values): + return values[fallback_index] + return preferred + + +VIEW_CROSS_BRACING = _choice_value(list(VALUES_END_DIAPHRAGM_TYPE), "Cross Bracing", 0) +VIEW_ROLLED_BEAM = _choice_value(list(VALUES_END_DIAPHRAGM_TYPE), "Rolled Beam", 1) +VIEW_WELDED_BEAM = _choice_value(list(VALUES_END_DIAPHRAGM_TYPE), "Welded Beam", 2) +DESIGN_OPTIMIZED = _choice_value(list(VALUES_GIRDER_DESIGN_MODE), "Optimized", 0) +DESIGN_CUSTOM = _choice_value(list(VALUES_GIRDER_DESIGN_MODE), "Custom", 1) + class EndDiaphragmDetailsTab(QWidget): """Tab for End Diaphragm Details with type-specific layouts""" def __init__(self, parent=None): super().__init__(parent) self._girder_details_tab = None - self._global_design_mode = "Optimized" + self._global_design_mode = DESIGN_OPTIMIZED self._dimension_bounds = { "total_depth": {"lower": 200.0, "upper": 2000.0, "increment": 25.0}, "top_width": {"lower": 100.0, "upper": 1000.0, "increment": 10.0}, @@ -52,6 +73,7 @@ def __init__(self, parent=None): # Keep all combo boxes strictly uniform in width. self._combo_width = 190 + self._label_col_width = 260 # Persist UI state per (view_type, girder-pair, member-id). # Also sync selection (girder/member index) across all three views. @@ -62,15 +84,20 @@ def __init__(self, parent=None): # Cross bracing uses angle/channel section previews backed by the Osdag DB. self._cross_catalog = SectionCatalog() self._cross_previews = {} + self._cross_preview_boxes = {} + self._updating_cross_chord_rules = False self.cross_right_column = None self.cross_design_combo = None self.cross_bracing_section_type_combo = None self.cross_bracing_section_combo = None - self.cross_top_bracket_type_combo = None - self.cross_top_bracket_size_combo = None - self.cross_bottom_bracket_type_combo = None - self.cross_bottom_bracket_size_combo = None + self.cross_top_chord_checkbox = None + self.cross_top_chord_type_combo = None + self.cross_top_chord_size_combo = None + self.cross_bottom_chord_checkbox = None + self.cross_bottom_chord_type_combo = None + self.cross_bottom_chord_size_combo = None self.cross_bracing_type_combo = None + self.cross_bracing_layout_widget = None self._rolled_property_inputs = {} self._welded_property_inputs = {} @@ -78,11 +105,14 @@ def __init__(self, parent=None): self._welded_preview = None self._rolled_caption = None self._welded_caption = None + self._welded_right_column = None + self._welded_view_layout = None self.rolled_design_combo = None self.welded_design_combo = None self._rolled_inputs = [] self._welded_inputs = [] + self._suppress_welded_thickness_popup = False self.init_ui() def bind_girder_details_tab(self, girder_details_tab) -> None: @@ -182,6 +212,12 @@ def _refresh_member_id_display(self, view_key: str) -> None: finally: display.blockSignals(prev) + if view_key == VIEW_CROSS_BRACING: + try: + self._on_cross_bracing_layout_changed() + except Exception: + pass + def _rebuild_member_ids_for_view(self, view_key: str, previous_member: str = "") -> None: combos = self._selection_by_view.get(view_key) if not combos: @@ -221,66 +257,60 @@ def _selection_key(self, view_key: str) -> str: def _default_state_for_view(self, view_key: str) -> dict: key = (view_key or "").strip() - if key == "Cross Bracing": + if key == VIEW_CROSS_BRACING: angles = [] try: angles = list(self._cross_catalog.list_angles() or []) except Exception: angles = [] first_angle = angles[0] if angles else "" - return { - "design": self._global_design_mode, - "bracing_type": "K-Bracing", - "bracing_section_type": "Angle", + state = self._schema_default_state_for_view(VIEW_CROSS_BRACING) + + state.update({ "bracing_section_data": first_angle, "bracing_section_text": "", - "top_bracket_type": "Angle", - "top_bracket_data": first_angle, - "top_bracket_text": "", - "bottom_bracket_type": "Angle", - "bottom_bracket_data": first_angle, - "bottom_bracket_text": "", - } - if key == "Rolled Beam": + "top_chord_data": first_angle, + "top_chord_text": "", + "bottom_chord_data": first_angle, + "bottom_chord_text": "", + }) + return state + if key == VIEW_ROLLED_BEAM: + state = self._schema_default_state_for_view(VIEW_ROLLED_BEAM) first = "" if self.rolled_is_section_combo is not None and self.rolled_is_section_combo.count() > 0: first = self.rolled_is_section_combo.itemText(0) - return { - "design": self._global_design_mode, - "is_section": first, - } - if key == "Welded Beam": - return { - "design": self._global_design_mode, + state["is_section"] = state.get("is_section") or first + return state + if key == VIEW_WELDED_BEAM: + state = self._schema_default_state_for_view(VIEW_WELDED_BEAM) + state.update({ "welded_values": ["" for _ in (self._welded_inputs or [])], "total_depth_bounds": dict(self._dimension_bounds.get("total_depth") or {}), "top_width_bounds": dict(self._dimension_bounds.get("top_width") or {}), "bottom_width_bounds": dict(self._dimension_bounds.get("bottom_width") or {}), - } + }) + return state return {"design": self._global_design_mode} def _snapshot_view_state(self, view_key: str) -> dict: key = (view_key or "").strip() - if key == "Cross Bracing": - return { - "design": self.cross_design_combo.currentText() if self.cross_design_combo is not None else "", - "bracing_type": self.cross_bracing_type_combo.currentText() if self.cross_bracing_type_combo is not None else "", - "bracing_section_type": self.cross_bracing_section_type_combo.currentText() if self.cross_bracing_section_type_combo is not None else "", + if key == VIEW_CROSS_BRACING: + state = self._snapshot_schema_state_for_view(VIEW_CROSS_BRACING) + + state.update({ "bracing_section_data": self.cross_bracing_section_combo.currentData() if self.cross_bracing_section_combo is not None else None, "bracing_section_text": self.cross_bracing_section_combo.currentText() if self.cross_bracing_section_combo is not None else "", - "top_bracket_type": self.cross_top_bracket_type_combo.currentText() if self.cross_top_bracket_type_combo is not None else "", - "top_bracket_data": self.cross_top_bracket_size_combo.currentData() if self.cross_top_bracket_size_combo is not None else None, - "top_bracket_text": self.cross_top_bracket_size_combo.currentText() if self.cross_top_bracket_size_combo is not None else "", - "bottom_bracket_type": self.cross_bottom_bracket_type_combo.currentText() if self.cross_bottom_bracket_type_combo is not None else "", - "bottom_bracket_data": self.cross_bottom_bracket_size_combo.currentData() if self.cross_bottom_bracket_size_combo is not None else None, - "bottom_bracket_text": self.cross_bottom_bracket_size_combo.currentText() if self.cross_bottom_bracket_size_combo is not None else "", - } - if key == "Rolled Beam": - return { - "design": self.rolled_design_combo.currentText() if self.rolled_design_combo is not None else "", - "is_section": self.rolled_is_section_combo.currentText() if self.rolled_is_section_combo is not None else "", - } - if key == "Welded Beam": + "top_chord_data": self.cross_top_chord_size_combo.currentData() if self.cross_top_chord_size_combo is not None else None, + "top_chord_text": self.cross_top_chord_size_combo.currentText() if self.cross_top_chord_size_combo is not None else "", + "bottom_chord_data": self.cross_bottom_chord_size_combo.currentData() if self.cross_bottom_chord_size_combo is not None else None, + "bottom_chord_text": self.cross_bottom_chord_size_combo.currentText() if self.cross_bottom_chord_size_combo is not None else "", + }) + return state + if key == VIEW_ROLLED_BEAM: + return self._snapshot_schema_state_for_view(VIEW_ROLLED_BEAM) + if key == VIEW_WELDED_BEAM: + state = self._snapshot_schema_state_for_view(VIEW_WELDED_BEAM) values = [] for widget in (self._welded_inputs or []): if isinstance(widget, QComboBox): @@ -289,13 +319,13 @@ def _snapshot_view_state(self, view_key: str) -> dict: values.append(widget.text()) else: values.append("") - return { - "design": self.welded_design_combo.currentText() if self.welded_design_combo is not None else "", + state.update({ "welded_values": values, "total_depth_bounds": dict(self._dimension_bounds.get("total_depth") or {}), "top_width_bounds": dict(self._dimension_bounds.get("top_width") or {}), "bottom_width_bounds": dict(self._dimension_bounds.get("bottom_width") or {}), - } + }) + return state return {"design": ""} def _set_combo_to_data_or_text(self, combo: QComboBox, desired_data, desired_text: str) -> None: @@ -311,69 +341,78 @@ def _set_combo_to_data_or_text(self, combo: QComboBox, desired_data, desired_tex if idx >= 0: combo.setCurrentIndex(idx) - def _apply_view_state(self, view_key: str, state: dict) -> None: - key = (view_key or "").strip() - if key == "Cross Bracing": - if self.cross_design_combo is not None: - self.cross_design_combo.setCurrentText(self._global_design_mode) - if self.cross_bracing_type_combo is not None: - desired = (state.get("bracing_type") or "").strip() - # Backward compatibility: older UI exposed Diagonal/Horizontal. - if desired in {"Diagonal", "Horizontal"}: - desired = "X-Bracing" - if desired and self.cross_bracing_type_combo.findText(desired) >= 0: - self.cross_bracing_type_combo.setCurrentText(desired) - else: - # Keep current selection if desired isn't supported. - self.cross_bracing_type_combo.setCurrentText(self.cross_bracing_type_combo.currentText()) - - if self.cross_bracing_section_type_combo is not None: - self.cross_bracing_section_type_combo.setCurrentText(state.get("bracing_section_type") or self.cross_bracing_section_type_combo.currentText()) - self._cross_update_designations_for(self.cross_bracing_section_combo, self.cross_bracing_section_type_combo.currentText()) - self._set_combo_to_data_or_text( - self.cross_bracing_section_combo, - state.get("bracing_section_data"), - state.get("bracing_section_text") or "", - ) + @staticmethod + def _is_custom_design_label(label: str | None) -> bool: + text = str(label or "").strip().lower() + return text in {DESIGN_CUSTOM.lower(), "customized"} + + def _normalize_bracing_type(self, desired: str) -> str: + text = str(desired or "").strip() + if text in {"Diagonal", "Horizontal"}: + # Backward compatibility for older payload values. + return "X-Bracing" + return text + + def _apply_cross_bracing_view_state(self, state: dict) -> None: + self._apply_schema_state_for_view( + VIEW_CROSS_BRACING, + state, + skip_ids={"bracing_section", "top_chord_size", "bottom_chord_size", "bracing_type"}, + ) + if self.cross_bracing_type_combo is not None: + desired = self._normalize_bracing_type(state.get("bracing_type") or "") + if desired and self.cross_bracing_type_combo.findText(desired) >= 0: + self.cross_bracing_type_combo.setCurrentText(desired) + + if self.cross_bracing_section_type_combo is not None: + self.cross_bracing_section_type_combo.setCurrentText( + state.get("bracing_section_type") + or self._end_schema_default(VIEW_CROSS_BRACING, "bracing_section_type", self.cross_bracing_section_type_combo.currentText()) + ) + self._cross_update_designations_for(self.cross_bracing_section_combo, self.cross_bracing_section_type_combo.currentText()) + self._set_combo_to_data_or_text( + self.cross_bracing_section_combo, + state.get("bracing_section_data"), + state.get("bracing_section_text") or "", + ) - if self.cross_top_bracket_type_combo is not None: - self.cross_top_bracket_type_combo.setCurrentText(state.get("top_bracket_type") or self.cross_top_bracket_type_combo.currentText()) - self._cross_update_designations_for(self.cross_top_bracket_size_combo, self.cross_top_bracket_type_combo.currentText()) - self._set_combo_to_data_or_text( - self.cross_top_bracket_size_combo, - state.get("top_bracket_data"), - state.get("top_bracket_text") or "", - ) + if self.cross_top_chord_type_combo is not None: + self.cross_top_chord_type_combo.setCurrentText(state.get("top_chord_type") or self.cross_top_chord_type_combo.currentText()) + self._cross_update_designations_for(self.cross_top_chord_size_combo, self.cross_top_chord_type_combo.currentText()) + self._set_combo_to_data_or_text( + self.cross_top_chord_size_combo, + state.get("top_chord_data"), + state.get("top_chord_text") or "", + ) - if self.cross_bottom_bracket_type_combo is not None: - self.cross_bottom_bracket_type_combo.setCurrentText(state.get("bottom_bracket_type") or self.cross_bottom_bracket_type_combo.currentText()) - self._cross_update_designations_for(self.cross_bottom_bracket_size_combo, self.cross_bottom_bracket_type_combo.currentText()) - self._set_combo_to_data_or_text( - self.cross_bottom_bracket_size_combo, - state.get("bottom_bracket_data"), - state.get("bottom_bracket_text") or "", - ) + if self.cross_bottom_chord_type_combo is not None: + self.cross_bottom_chord_type_combo.setCurrentText(state.get("bottom_chord_type") or self.cross_bottom_chord_type_combo.currentText()) + self._cross_update_designations_for(self.cross_bottom_chord_size_combo, self.cross_bottom_chord_type_combo.currentText()) + self._set_combo_to_data_or_text( + self.cross_bottom_chord_size_combo, + state.get("bottom_chord_data"), + state.get("bottom_chord_text") or "", + ) - self._on_cross_design_changed(self._global_design_mode) - self._update_cross_previews() - return + self._on_cross_design_changed(self._global_design_mode) + self._on_cross_bracing_layout_changed() + self._update_cross_previews() - if key == "Rolled Beam": - if self.rolled_design_combo is not None: - self.rolled_design_combo.setCurrentText(self._global_design_mode) - if self.rolled_is_section_combo is not None: - desired = state.get("is_section") or "" - if desired: - self.rolled_is_section_combo.setCurrentText(desired) - elif self.rolled_is_section_combo.count() > 0: - self.rolled_is_section_combo.setCurrentIndex(0) - self._on_rolled_design_changed(self._global_design_mode) - self._update_rolled_preview_and_props() - return + def _apply_rolled_view_state(self, state: dict) -> None: + self._apply_schema_state_for_view(VIEW_ROLLED_BEAM, state) + if self.rolled_is_section_combo is not None: + desired = state.get("is_section") or "" + if desired: + self.rolled_is_section_combo.setCurrentText(desired) + elif self.rolled_is_section_combo.count() > 0: + self.rolled_is_section_combo.setCurrentIndex(0) + self._on_rolled_design_changed(self._global_design_mode) + self._update_rolled_preview_and_props() - if key == "Welded Beam": - if self.welded_design_combo is not None: - self.welded_design_combo.setCurrentText(self._global_design_mode) + def _apply_welded_view_state(self, state: dict) -> None: + self._suppress_welded_thickness_popup = True + try: + self._apply_schema_state_for_view(VIEW_WELDED_BEAM, state) total_depth_bounds = state.get("total_depth_bounds") if isinstance(total_depth_bounds, dict): @@ -412,10 +451,24 @@ def _apply_view_state(self, view_key: str, state: dict) -> None: widget.setText(val or "") self._on_welded_design_changed(self._global_design_mode) self._update_welded_preview_and_props() - return + finally: + self._suppress_welded_thickness_popup = False + + def _view_state_apply_handlers(self) -> dict[str, callable]: + return { + VIEW_CROSS_BRACING: self._apply_cross_bracing_view_state, + VIEW_ROLLED_BEAM: self._apply_rolled_view_state, + VIEW_WELDED_BEAM: self._apply_welded_view_state, + } + + def _apply_view_state(self, view_key: str, state: dict) -> None: + key = (view_key or "").strip() + handler = self._view_state_apply_handlers().get(key) + if handler is not None: + handler(state) def set_design_mode(self, mode_str: str) -> None: - mode = "Customized" if str(mode_str or "").strip().lower() == "customized" else "Optimized" + mode = DESIGN_CUSTOM if str(mode_str or "").strip().lower() in {"custom", "customized"} else DESIGN_OPTIMIZED self._global_design_mode = mode for combo in (self.cross_design_combo, self.rolled_design_combo, self.welded_design_combo): @@ -430,8 +483,42 @@ def set_design_mode(self, mode_str: str) -> None: self._on_cross_design_changed(mode) self._on_rolled_design_changed(mode) self._on_welded_design_changed(mode) + self._refresh_type_selector_options() self._restore_all_views_for_current_selection() + def _allowed_end_diaphragm_types(self) -> list[str]: + options = self._end_schema_choices(VIEW_CROSS_BRACING, "type_selector", list(VALUES_END_DIAPHRAGM_TYPE)) + if self._global_design_mode == DESIGN_OPTIMIZED: + options = [value for value in options if value != VIEW_ROLLED_BEAM] + return options + + def _refresh_type_selector_options(self) -> None: + allowed_types = self._allowed_end_diaphragm_types() + if not allowed_types: + return + + desired_type = self.current_type if self.current_type in allowed_types else allowed_types[0] + + self.block_type_sync = True + try: + for selector in list(self.type_selectors or []): + if selector is None: + continue + previous_value = (selector.currentText() or "").strip() + block = selector.blockSignals(True) + try: + selector.clear() + selector.addItems(allowed_types) + fallback_value = desired_type if desired_type in allowed_types else allowed_types[0] + selector.setCurrentText(previous_value if previous_value in allowed_types else fallback_value) + finally: + selector.blockSignals(block) + finally: + self.block_type_sync = False + + if desired_type != self.current_type: + self._set_current_type(desired_type) + def _store_view_state(self, view_key: str) -> None: selection_key = self._selection_key(view_key) if not selection_key: @@ -498,15 +585,15 @@ def _sync_member_index_to_all_views(self, member_idx: int) -> None: def _is_optimized(self, combo: QComboBox | None) -> bool: if combo is None: return False - return (combo.currentText() or "").strip() == "Optimized" + return (combo.currentText() or "").strip() == DESIGN_OPTIMIZED def _design_combo_for_type(self, view_type: str | None) -> QComboBox | None: key = (view_type or "").strip() - if key == "Cross Bracing": + if key == VIEW_CROSS_BRACING: return self.cross_design_combo - if key == "Rolled Beam": + if key == VIEW_ROLLED_BEAM: return self.rolled_design_combo - if key == "Welded Beam": + if key == VIEW_WELDED_BEAM: return self.welded_design_combo return None @@ -516,19 +603,27 @@ def _apply_rolled_custom_mode(self, is_custom: bool) -> None: widget.setEnabled(is_custom) def _on_rolled_design_changed(self, label: str) -> None: - is_custom = (label or "").strip() == "Customized" + is_custom = self._is_custom_design_label(label) self._apply_rolled_custom_mode(is_custom) def _apply_welded_custom_mode(self, is_custom: bool) -> None: for widget in self._welded_inputs: if widget is not None: widget.setEnabled(is_custom) + + if self._welded_right_column is not None: + self._welded_right_column.setVisible(is_custom) + if self._welded_view_layout is not None: + self._welded_view_layout.setStretch(0, 1) + self._welded_view_layout.setStretch(1, 1 if is_custom else 0) + self._update_welded_thickness_value_enabled_state() def _on_welded_design_changed(self, label: str) -> None: - is_custom = (label or "").strip() == "Customized" + is_custom = self._is_custom_design_label(label) self._apply_welded_custom_mode(is_custom) self._update_welded_dimension_field_mode() + self._update_welded_preview_and_props() def init_ui(self): main_layout = QVBoxLayout(self) @@ -538,11 +633,9 @@ def init_ui(self): scroll = QScrollArea() scroll.setWidgetResizable(True) scroll.setFrameShape(QFrame.NoFrame) + scroll.setVerticalScrollBarPolicy(Qt.ScrollBarAsNeeded) scroll.setHorizontalScrollBarPolicy(Qt.ScrollBarAlwaysOff) - scroll.setStyleSheet( - "QScrollArea { border: none; background: transparent; }" - "QScrollArea > QWidget > QWidget { background: transparent; }" - ) + scroll.setStyleSheet("QScrollArea { border: none; background: transparent; }") main_layout.addWidget(scroll) container = QWidget() @@ -553,7 +646,9 @@ def init_ui(self): container_layout.setSpacing(8) self.type_stack = QStackedWidget() + self.type_stack.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Expanding) container_layout.addWidget(self.type_stack) + container_layout.addStretch(1) self.views = {} self.view_order = [] @@ -563,19 +658,22 @@ def init_ui(self): self.block_type_sync = False cross_view, cross_selector = self._build_cross_bracing_view() - self._add_type_view("Cross Bracing", cross_view, cross_selector) + self._add_type_view(VIEW_CROSS_BRACING, cross_view, cross_selector) rolled_view, rolled_selector = self._build_rolled_view() - self._add_type_view("Rolled Beam", rolled_view, rolled_selector) + self._add_type_view(VIEW_ROLLED_BEAM, rolled_view, rolled_selector) welded_view, welded_selector = self._build_welded_view() - self._add_type_view("Welded Beam", welded_view, welded_selector) + self._add_type_view(VIEW_WELDED_BEAM, welded_view, welded_selector) + + self._refresh_type_selector_options() - self._set_current_type("Cross Bracing") + self._set_current_type(VIEW_CROSS_BRACING) # Now that all views/widgets exist, restore saved/default state for the # current (girder, member) selection across all views. self._restore_all_views_for_current_selection() def _add_type_view(self, key, widget, type_selector): + widget.setSizePolicy(QSizePolicy.Ignored, QSizePolicy.Ignored) self.views[key] = widget self.view_order.append(key) self.type_stack.addWidget(widget) @@ -600,13 +698,18 @@ def _create_inner_box(self): ) return box + def _normalize_label_text(self, text: str) -> str: + return str(text or "").rstrip(": ") + def _create_heading_label(self, text): - label = QLabel(text) + label = QLabel(self._normalize_label_text(text)) + label.setTextFormat(Qt.RichText) label.setStyleSheet("font-size: 12px; font-weight: 700; color: #4b4b4b; border: none; padding: 0px; margin: 0px;") return label def _create_label(self, text): - label = QLabel(text) + label = QLabel(self._normalize_label_text(text)) + label.setTextFormat(Qt.RichText) label.setStyleSheet("font-size: 11px; font-weight: 400; color: #4b4b4b; border: none;") return label @@ -622,7 +725,7 @@ def _add_grid_row(self, layout, row, text, widget): widget.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) else: widget.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) - layout.addWidget(widget, row, 1) + layout.addWidget(widget, row, 1, Qt.AlignLeft | Qt.AlignVCenter) return row + 1 def _configure_combo_box(self, combo: QComboBox) -> None: @@ -649,6 +752,162 @@ def _create_line_edit(self, placeholder=""): apply_field_style(line_edit) return line_edit + def _end_schema_field(self, view_key: str, field_id: str) -> dict: + """Return a field definition for a given view and field id. + + Looks up both `overview` and `section_inputs` blocks and returns the + first matching schema field dict. Returns an empty dict when no match + exists or the input id is blank. + """ + views = END_DIAPHRAGM_DETAILS_SCHEMA.get("views", {}) + view_schema = views.get(str(view_key or ""), {}) if isinstance(views, dict) else {} + target = str(field_id or "").strip() + if not target: + return {} + + for section_name in ("overview", "section_inputs"): + fields = view_schema.get(section_name, []) + for field in fields: + if not isinstance(field, dict): + continue + if str(field.get("id") or "").strip() == target: + return field + return {} + + def _end_schema_choices(self, view_key: str, field_id: str, fallback: list[str]) -> list[str]: + """Resolve choices for a schema field with a safe fallback list. + + Returns normalized string values from schema `choices` when available; + otherwise returns the provided fallback values. + """ + field = self._end_schema_field(view_key, field_id) + choices = field.get("choices") or fallback + return [str(value) for value in choices] + + def _end_schema_default(self, view_key: str, field_id: str, fallback: str) -> str: + """Resolve a schema default as a string for UI controls. + + Uses the field `default` when present; otherwise returns the supplied + fallback string. + """ + field = self._end_schema_field(view_key, field_id) + value = field.get("default", fallback) + return str(value) + + def _end_schema_default_value(self, view_key: str, field_id: str, fallback): + """Resolve a schema default preserving the original value type. + + Unlike `_end_schema_default`, this helper does not cast to string. + """ + field = self._end_schema_field(view_key, field_id) + return field.get("default", fallback) + + def _bind_end_schema_widget(self, view_key: str, field_id: str, widget: QWidget) -> None: + """Bind a runtime widget to the schema-declared attribute name. + + If the field provides a `bind` key, this sets `self.` to the + supplied widget so later state snapshot/apply routines can access it. + """ + field = self._end_schema_field(view_key, field_id) + bind_name = str(field.get("bind") or "").strip() + if bind_name: + setattr(self, bind_name, widget) + + def _end_schema_section_inputs(self, view_key: str) -> list[dict]: + """Return normalized `section_inputs` fields for one view. + + Filters out non-dict entries and returns shallow copies for safe local + use. + """ + views = END_DIAPHRAGM_DETAILS_SCHEMA.get("views", {}) + view_schema = views.get(str(view_key or ""), {}) if isinstance(views, dict) else {} + fields = view_schema.get("section_inputs", []) + return [dict(field) for field in fields if isinstance(field, dict)] + + def _schema_default_state_for_view(self, view_key: str) -> dict: + """Build default state payload for all schema fields in a view. + + Rules: + - `design` always follows the current global design mode. + - explicit schema defaults are used first. + - combo fields fall back to first choice. + - checkbox fields default to False. + - other fields default to empty string. + """ + state: dict[str, object] = {} + for field in self._end_schema_section_inputs(view_key): + field_id = str(field.get("id") or "").strip() + if not field_id: + continue + + field_type = str(field.get("type") or "").strip().lower() + if field_id == "design": + state[field_id] = self._global_design_mode + continue + + if "default" in field: + state[field_id] = field.get("default") + elif field_type in {"combo", "combo_dynamic"}: + choices = field.get("choices") or [] + state[field_id] = str(choices[0]) if choices else "" + elif field_type == "checkbox": + state[field_id] = False + else: + state[field_id] = "" + + return state + + def _snapshot_schema_state_for_view(self, view_key: str) -> dict: + """Capture current widget values for schema-bound fields in a view. + + Reads values from widgets referenced by each field's `bind` key and + stores them in a plain state dict keyed by schema field id. + """ + state: dict[str, object] = {} + for field in self._end_schema_section_inputs(view_key): + field_id = str(field.get("id") or "").strip() + bind_name = str(field.get("bind") or "").strip() + if not field_id or not bind_name: + continue + + widget = getattr(self, bind_name, None) + if isinstance(widget, QComboBox): + state[field_id] = widget.currentText() + elif isinstance(widget, QCheckBox): + state[field_id] = widget.isChecked() + elif isinstance(widget, QLineEdit): + state[field_id] = widget.text() + + return state + + def _apply_schema_state_for_view(self, view_key: str, state: dict, skip_ids: set[str] | None = None) -> None: + """Apply a state payload into schema-bound widgets for one view. + + For each schema field with a `bind` target: + - skip fields listed in `skip_ids` + - read desired value from `state` or schema default + - force `design` to current global design mode + - write value to the bound widget based on widget type + """ + skip = set(skip_ids or set()) + for field in self._end_schema_section_inputs(view_key): + field_id = str(field.get("id") or "").strip() + bind_name = str(field.get("bind") or "").strip() + if not field_id or not bind_name or field_id in skip: + continue + + widget = getattr(self, bind_name, None) + desired = state.get(field_id, self._end_schema_default_value(view_key, field_id, "")) + if field_id == "design": + desired = self._global_design_mode + + if isinstance(widget, QComboBox): + widget.setCurrentText(str(desired or "")) + elif isinstance(widget, QCheckBox): + widget.setChecked(bool(desired)) + elif isinstance(widget, QLineEdit): + widget.setText(str(desired or "")) + def _create_mode_value_widget(self, mode_combo: QComboBox, value_input: QLineEdit) -> QWidget: widget = QWidget() widget.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) @@ -761,7 +1020,9 @@ def _open_bounds_dialog(self, field_key: str) -> None: self._update_welded_preview_and_props() def _update_welded_dimension_field_mode(self) -> None: - is_custom_design = (self.welded_design_combo.currentText() or "").strip().lower() == "customized" if self.welded_design_combo else False + is_custom_design = self._is_custom_design_label( + self.welded_design_combo.currentText() if self.welded_design_combo else "" + ) for field_key in ("total_depth", "top_width", "bottom_width"): value_input = getattr(self, f"welded_{field_key}", None) @@ -796,25 +1057,81 @@ def _sync_thickness_value_dropdown(self, mode_combo: QComboBox | None, value_inp if not self._is_custom_thickness_mode(mode_combo): return - current_text = str(value_input.text() or "").strip() - if current_text not in SAIL_APPROVED_THICKNESS_VALUES: - current_text = SAIL_APPROVED_THICKNESS_VALUES[0] - value_input.setText(current_text) + first = "" + selected = self._parse_selected_thickness_values(value_input.text()) + if selected: + first = selected[0] + else: + current_text = str(value_input.text() or "").strip() + if current_text in SAIL_APPROVED_THICKNESS_VALUES: + first = current_text + + if not first: + first = SAIL_APPROVED_THICKNESS_VALUES[0] + value_input.setText(first) prev = value_combo.blockSignals(True) try: - idx = value_combo.findText(current_text, Qt.MatchFixedString) + idx = value_combo.findText(first, Qt.MatchFixedString) value_combo.setCurrentIndex(idx if idx >= 0 else 0) finally: value_combo.blockSignals(prev) + @staticmethod + def _parse_selected_thickness_values(text: str) -> list[str]: + chunks = [c.strip() for c in str(text or "").split(",") if str(c).strip()] + return [v for v in chunks if v in SAIL_APPROVED_THICKNESS_VALUES] + + def _on_welded_thickness_mode_changed(self, field_key: str, _text: str) -> None: + self._update_welded_thickness_value_enabled_state() + self._update_welded_preview_and_props() + + if self._suppress_welded_thickness_popup: + return + + is_custom_design = self._is_custom_design_label( + self.welded_design_combo.currentText() if self.welded_design_combo else "" + ) + if is_custom_design: + return + + mode_combo = getattr(self, f"{field_key}_combo", None) + if mode_combo is None or not self._is_custom_thickness_mode(mode_combo): + return + + self._open_welded_thickness_values_dialog(field_key) + + def _open_welded_thickness_values_dialog(self, field_key: str) -> None: + value_input = getattr(self, f"{field_key}_value", None) + mode_combo = getattr(self, f"{field_key}_combo", None) + value_combo = getattr(self, f"{field_key}_value_combo", None) + if value_input is None or mode_combo is None: + return + + selected = self._parse_selected_thickness_values(value_input.text()) + titles = { + "welded_web_thickness": "Select Values: Web Thickness", + "welded_top_thickness": "Select Values: Top Flange Thickness", + "welded_bottom_thickness": "Select Values: Bottom Flange Thickness", + } + dialog = _ThicknessSelectionDialog(titles.get(field_key, "Select Values"), selected, self) + if dialog.exec() != QDialog.Accepted: + return + + chosen = dialog.selected_values() + value_input.setText(", ".join(chosen)) + self._sync_thickness_value_dropdown(mode_combo, value_input, value_combo) + self._update_welded_preview_and_props() + def _is_custom_thickness_mode(self, combo: QComboBox | None) -> bool: if combo is None: return False - return (combo.currentText() or "").strip().lower() == "custom" + return (combo.currentText() or "").strip().lower() == DESIGN_CUSTOM.lower() def _update_welded_thickness_value_enabled_state(self) -> None: - is_custom_design = (self.welded_design_combo.currentText() or "").strip() == "Customized" if self.welded_design_combo else False + is_custom_design = self._is_custom_design_label( + self.welded_design_combo.currentText() if self.welded_design_combo else "" + ) for mode_combo, value_input, value_combo, wrapper in ( ( @@ -840,11 +1157,11 @@ def _update_welded_thickness_value_enabled_state(self) -> None: continue # Match Girder welded behavior: - # Customized -> force Custom mode and show SAIL-value dropdown only. + # Custom -> force Custom mode and show SAIL-value dropdown only. if is_custom_design: - if mode_combo.currentText().strip().lower() != "custom": + if mode_combo.currentText().strip().lower() != DESIGN_CUSTOM.lower(): prev = mode_combo.blockSignals(True) - mode_combo.setCurrentText("Custom") + mode_combo.setCurrentText(DESIGN_CUSTOM) mode_combo.blockSignals(prev) mode_combo.setVisible(False) @@ -888,18 +1205,22 @@ def _create_selection_box(self, view_key: str): box = self._create_inner_box() box.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) layout = QGridLayout(box) - layout.setContentsMargins(10, 8, 10, 8) + layout.setContentsMargins(12, 8, 12, 8) layout.setHorizontalSpacing(12) layout.setVerticalSpacing(8) - layout.setColumnMinimumWidth(0, 120) + layout.setColumnMinimumWidth(0, int(getattr(self, "_label_col_width", 260))) + layout.setColumnMinimumWidth(1, int(getattr(self, "_combo_width", 190))) + layout.setColumnStretch(0, 0) layout.setColumnStretch(1, 1) girders_combo = QComboBox() # Populated from Girder Details when bound. (No All option.) self._configure_combo_box(girders_combo) apply_field_style(girders_combo) - layout.addWidget(self._create_label("Select Girders:"), 0, 0) - layout.addWidget(girders_combo, 0, 1) + girders_combo.setFixedHeight(28) + girders_combo.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + layout.addWidget(self._create_label("Select Girders:"), 0, 0, Qt.AlignLeft | Qt.AlignVCenter) + layout.addWidget(girders_combo, 0, 1, Qt.AlignLeft | Qt.AlignVCenter) self._select_girders_combos.append(girders_combo) @@ -920,12 +1241,14 @@ def _create_selection_box(self, view_key: str): member_display = QLineEdit() member_display.setReadOnly(True) apply_field_style(member_display) + member_display.setFixedSize(int(getattr(self, "_combo_width", 190)), 28) + member_display.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) try: - member_display.setFixedWidth(int(getattr(self, "_combo_width", 190))) + member_display.setFocusPolicy(Qt.NoFocus) except Exception: pass - layout.addWidget(self._create_label("Member ID:"), 1, 0) - layout.addWidget(member_display, 1, 1) + layout.addWidget(self._create_label("Member ID:"), 1, 0, Qt.AlignLeft | Qt.AlignVCenter) + layout.addWidget(member_display, 1, 1, Qt.AlignLeft | Qt.AlignVCenter) self._member_id_combos.append(member_combo) @@ -985,7 +1308,7 @@ def collect_data(self) -> dict: by_view[view_key][payload["member_id"]] = payload # Current selection (for convenience/backward compatibility). - current_view = str(self.current_type or "").strip() or "Cross Bracing" + current_view = str(self.current_type or "").strip() or VIEW_CROSS_BRACING current_pair = "" current_member = "" combos = self._selection_by_view.get(current_view) @@ -1044,7 +1367,7 @@ def restore_data(self, data: dict) -> None: target_pair = str(data.get("select_girders") or "").strip() target_member = str(data.get("member_id") or "").strip().upper() - combos = self._selection_by_view.get(str(self.current_type or "Cross Bracing")) + combos = self._selection_by_view.get(str(self.current_type or VIEW_CROSS_BRACING)) if combos: girders_combo, member_combo = combos try: @@ -1055,9 +1378,9 @@ def restore_data(self, data: dict) -> None: try: if member_combo is not None: # Ensure items match selected pair, then set member. - self._rebuild_member_ids_for_view(str(self.current_type or "Cross Bracing"), previous_member=target_member) + self._rebuild_member_ids_for_view(str(self.current_type or VIEW_CROSS_BRACING), previous_member=target_member) try: - self._refresh_member_id_display(str(self.current_type or "Cross Bracing")) + self._refresh_member_id_display(str(self.current_type or VIEW_CROSS_BRACING)) except Exception: pass except Exception: @@ -1380,8 +1703,8 @@ def _cross_update_designations_for(self, combo: QComboBox, type_label: str) -> N def _cross_populate_designations(self) -> None: angles = self._cross_catalog.list_angles() self._cross_fill_combo(self.cross_bracing_section_combo, angles, "angle") - self._cross_fill_combo(self.cross_top_bracket_size_combo, angles, "angle") - self._cross_fill_combo(self.cross_bottom_bracket_size_combo, angles, "angle") + self._cross_fill_combo(self.cross_top_chord_size_combo, angles, "angle") + self._cross_fill_combo(self.cross_bottom_chord_size_combo, angles, "angle") def _cross_set_preview(self, key: str, type_combo: QComboBox, size_combo: QComboBox) -> None: widget = self._cross_previews.get(key) @@ -1397,7 +1720,7 @@ def _update_cross_previews(self) -> None: if not self.cross_design_combo: return - is_custom = self.cross_design_combo.currentText() == "Customized" + is_custom = self.cross_design_combo.currentText() == DESIGN_CUSTOM if not is_custom: for widget in self._cross_previews.values(): widget.set_section("", "") @@ -1408,16 +1731,85 @@ def _update_cross_previews(self) -> None: self.cross_bracing_section_type_combo, self.cross_bracing_section_combo, ) - self._cross_set_preview( - "top", - self.cross_top_bracket_type_combo, - self.cross_top_bracket_size_combo, - ) - self._cross_set_preview( - "bottom", - self.cross_bottom_bracket_type_combo, - self.cross_bottom_bracket_size_combo, - ) + top_on = bool(self.cross_top_chord_checkbox is not None and self.cross_top_chord_checkbox.isChecked()) + bottom_on = bool(self.cross_bottom_chord_checkbox is not None and self.cross_bottom_chord_checkbox.isChecked()) + bracing = (self.cross_bracing_type_combo.currentText() if self.cross_bracing_type_combo is not None else "").strip() + + if top_on: + self._cross_set_preview( + "top", + self.cross_top_chord_type_combo, + self.cross_top_chord_size_combo, + ) + else: + top_widget = self._cross_previews.get("top") + if top_widget is not None: + top_widget.set_section("", "") + + show_bottom = bottom_on or bracing == "K-Bracing" + if show_bottom: + self._cross_set_preview( + "bottom", + self.cross_bottom_chord_type_combo, + self.cross_bottom_chord_size_combo, + ) + else: + bottom_widget = self._cross_previews.get("bottom") + if bottom_widget is not None: + bottom_widget.set_section("", "") + + def _on_cross_bracing_layout_changed(self, *_args) -> None: + if self._updating_cross_chord_rules: + return + + self._updating_cross_chord_rules = True + try: + bracing = (self.cross_bracing_type_combo.currentText() if self.cross_bracing_type_combo is not None else "").strip() + is_custom = bool(self.cross_design_combo is not None and self.cross_design_combo.currentText() == DESIGN_CUSTOM) + + if bracing == "K-Bracing" and self.cross_bottom_chord_checkbox is not None: + self.cross_bottom_chord_checkbox.setChecked(True) + + top_checked = bool(self.cross_top_chord_checkbox is not None and self.cross_top_chord_checkbox.isChecked()) + bottom_checked = bool(self.cross_bottom_chord_checkbox is not None and self.cross_bottom_chord_checkbox.isChecked()) + + if self.cross_top_chord_type_combo is not None: + self.cross_top_chord_type_combo.setEnabled(is_custom and top_checked) + if self.cross_top_chord_size_combo is not None: + self.cross_top_chord_size_combo.setEnabled(is_custom and top_checked) + if self.cross_bottom_chord_type_combo is not None: + self.cross_bottom_chord_type_combo.setEnabled(is_custom and bottom_checked) + if self.cross_bottom_chord_size_combo is not None: + self.cross_bottom_chord_size_combo.setEnabled(is_custom and bottom_checked) + + top_box = self._cross_preview_boxes.get("top") + if top_box is not None: + top_box.setVisible(top_checked) + + show_bottom = bottom_checked or bracing == "K-Bracing" + bottom_box = self._cross_preview_boxes.get("bottom") + if bottom_box is not None: + bottom_box.setVisible(show_bottom) + + if self.cross_bracing_layout_widget is not None: + display = self._member_id_display_by_view.get(VIEW_CROSS_BRACING) + member_text = display.text() if display is not None else "" + pair_text = "" + combos = self._selection_by_view.get(VIEW_CROSS_BRACING) + if combos and combos[0] is not None: + pair_text = combos[0].currentText() or "" + self.cross_bracing_layout_widget.set_layout( + bracing, + top_checked, + bottom_checked, + member_text, + pair_text, + ) + finally: + self._updating_cross_chord_rules = False + + self._adjust_type_stack() + self._update_cross_previews() def _apply_cross_custom_mode(self, is_custom: bool) -> None: # Keep preview/diagram column visible even in Optimized mode. @@ -1426,18 +1818,19 @@ def _apply_cross_custom_mode(self, is_custom: bool) -> None: for widget in ( self.cross_bracing_section_type_combo, self.cross_bracing_section_combo, - self.cross_top_bracket_type_combo, - self.cross_top_bracket_size_combo, - self.cross_bottom_bracket_type_combo, - self.cross_bottom_bracket_size_combo, ): if widget is not None: widget.setEnabled(is_custom) + for checkbox in (self.cross_top_chord_checkbox, self.cross_bottom_chord_checkbox): + if checkbox is not None: + checkbox.setEnabled(True) + + self._on_cross_bracing_layout_changed() + def _on_cross_design_changed(self, label: str) -> None: - is_custom = (label or "").strip() == "Customized" + is_custom = (label or "").strip() == DESIGN_CUSTOM self._apply_cross_custom_mode(is_custom) - self._update_cross_previews() # ---- View builders ---- def _build_cross_bracing_view(self): @@ -1447,59 +1840,63 @@ def _build_cross_bracing_view(self): layout.setSpacing(12) left_column = QWidget() + left_column.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Preferred) left_layout = QVBoxLayout(left_column) left_layout.setContentsMargins(0, 0, 0, 0) left_layout.setSpacing(6) - left_layout.addWidget(self._create_selection_box("Cross Bracing")) + left_layout.addWidget(self._create_selection_box(VIEW_CROSS_BRACING)) inputs_box = self._create_inner_box() inputs_layout = QVBoxLayout(inputs_box) - inputs_layout.setContentsMargins(12, 4, 12, 8) + inputs_layout.setContentsMargins(12, 8, 12, 8) inputs_layout.setSpacing(6) - title = self._create_heading_label("Section Inputs:") - title.setStyleSheet("font-size: 12px; font-weight: 700; color: #4b4b4b; border: none; margin-top: 0px; margin-bottom: 2px;") - inputs_layout.addWidget(title) + inputs_layout.addWidget(self._create_heading_label("Section Inputs:")) grid = QGridLayout() grid.setContentsMargins(0, 0, 0, 0) grid.setHorizontalSpacing(12) - grid.setVerticalSpacing(10) - grid.setColumnMinimumWidth(0, 130) + grid.setVerticalSpacing(8) + grid.setColumnMinimumWidth(0, int(getattr(self, "_label_col_width", 260))) + grid.setColumnMinimumWidth(1, int(getattr(self, "_combo_width", 190))) grid.setColumnStretch(0, 0) grid.setColumnStretch(1, 1) design_combo = QComboBox() - design_combo.addItems(["Customized", "Optimized"]) - if design_combo.count() > 1: - design_combo.setCurrentIndex(1) # Default to Optimized + design_combo.addItems(self._end_schema_choices(VIEW_CROSS_BRACING, "design", list(VALUES_GIRDER_DESIGN_MODE))) + design_combo.setCurrentText(self._end_schema_default(VIEW_CROSS_BRACING, "design", DESIGN_OPTIMIZED)) self._configure_combo_box(design_combo) apply_field_style(design_combo) design_combo.setVisible(False) row = 0 self.cross_design_combo = design_combo + self._bind_end_schema_widget(VIEW_CROSS_BRACING, "design", design_combo) type_selector = QComboBox() - type_selector.addItems(VALUES_END_DIAPHRAGM_TYPE) - type_selector.setCurrentText("Cross Bracing") + type_selector.addItems(self._end_schema_choices(VIEW_CROSS_BRACING, "type_selector", list(VALUES_END_DIAPHRAGM_TYPE))) + type_selector.setCurrentText(self._end_schema_default(VIEW_CROSS_BRACING, "type_selector", VIEW_CROSS_BRACING)) self._configure_combo_box(type_selector) apply_field_style(type_selector) row = self._add_grid_row(grid, row, "Type:", type_selector) bracing_combo = QComboBox() - # Keep consistent with the standalone Cross Bracing tab. - bracing_combo.addItems(["K-Bracing", "X-Bracing"]) + bracing_combo.addItems(self._end_schema_choices(VIEW_CROSS_BRACING, "bracing_type", ["K-Bracing", "X-Bracing"])) self._configure_combo_box(bracing_combo) apply_field_style(bracing_combo) row = self._add_grid_row(grid, row, "Type of Bracing:", bracing_combo) self.cross_bracing_type_combo = bracing_combo - - section_type_options = [ - "Angle", - "Double Angle (Long Leg)", - "Double Angle (Short Leg)", - "Channel", - "Double Channel", - ] + self._bind_end_schema_widget(VIEW_CROSS_BRACING, "bracing_type", bracing_combo) + + section_type_options = self._end_schema_choices( + VIEW_CROSS_BRACING, + "bracing_section_type", + [ + "Angle", + "Double Angle (Long Leg)", + "Double Angle (Short Leg)", + "Channel", + "Double Channel", + ], + ) bracing_section_type = QComboBox() bracing_section_type.addItems(section_type_options) @@ -1507,48 +1904,66 @@ def _build_cross_bracing_view(self): apply_field_style(bracing_section_type) row = self._add_grid_row(grid, row, "Bracing Section Type:", bracing_section_type) self.cross_bracing_section_type_combo = bracing_section_type + self._bind_end_schema_widget(VIEW_CROSS_BRACING, "bracing_section_type", bracing_section_type) bracing_section_size = QComboBox() self._configure_combo_box(bracing_section_size) apply_field_style(bracing_section_size) - row = self._add_grid_row(grid, row, "Bracing Section:", bracing_section_size) + row = self._add_grid_row(grid, row, "Bracing Section Designation:", bracing_section_size) self.cross_bracing_section_combo = bracing_section_size - top_bracket_type = QComboBox() - top_bracket_type.addItems(section_type_options) - self._configure_combo_box(top_bracket_type) - apply_field_style(top_bracket_type) - row = self._add_grid_row(grid, row, "Top Bracket Section:", top_bracket_type) - self.cross_top_bracket_type_combo = top_bracket_type - - top_bracket_size = QComboBox() - self._configure_combo_box(top_bracket_size) - apply_field_style(top_bracket_size) - row = self._add_grid_row(grid, row, "Top Bracket Size:", top_bracket_size) - self.cross_top_bracket_size_combo = top_bracket_size - - bottom_bracket_type = QComboBox() - bottom_bracket_type.addItems(section_type_options) - self._configure_combo_box(bottom_bracket_type) - apply_field_style(bottom_bracket_type) - row = self._add_grid_row(grid, row, "Bottom Bracket Section:", bottom_bracket_type) - self.cross_bottom_bracket_type_combo = bottom_bracket_type - - bottom_bracket_size = QComboBox() - self._configure_combo_box(bottom_bracket_size) - apply_field_style(bottom_bracket_size) - row = self._add_grid_row(grid, row, "Bottom Bracket Size:", bottom_bracket_size) - self.cross_bottom_bracket_size_combo = bottom_bracket_size + self.cross_top_chord_checkbox = QCheckBox() + self.cross_top_chord_checkbox.setFixedHeight(28) + self.cross_top_chord_checkbox.setStyleSheet("margin-left: 2px;") + self.cross_top_chord_checkbox.setChecked(self._end_schema_default(VIEW_CROSS_BRACING, "top_chord_enabled", "False").lower() == "true") + row = self._add_grid_row(grid, row, "Top Chord:", self.cross_top_chord_checkbox) + self._bind_end_schema_widget(VIEW_CROSS_BRACING, "top_chord_enabled", self.cross_top_chord_checkbox) + + top_chord_type = QComboBox() + top_chord_type.addItems(section_type_options) + self._configure_combo_box(top_chord_type) + apply_field_style(top_chord_type) + row = self._add_grid_row(grid, row, "Top Chord Section Type:", top_chord_type) + self.cross_top_chord_type_combo = top_chord_type + self._bind_end_schema_widget(VIEW_CROSS_BRACING, "top_chord_type", top_chord_type) + + top_chord_size = QComboBox() + self._configure_combo_box(top_chord_size) + apply_field_style(top_chord_size) + row = self._add_grid_row(grid, row, "Top Chord Section Designation:", top_chord_size) + self.cross_top_chord_size_combo = top_chord_size + + self.cross_bottom_chord_checkbox = QCheckBox() + self.cross_bottom_chord_checkbox.setFixedHeight(28) + self.cross_bottom_chord_checkbox.setStyleSheet("margin-left: 2px;") + self.cross_bottom_chord_checkbox.setChecked(self._end_schema_default(VIEW_CROSS_BRACING, "bottom_chord_enabled", "True").lower() == "true") + row = self._add_grid_row(grid, row, "Bottom Chord:", self.cross_bottom_chord_checkbox) + self._bind_end_schema_widget(VIEW_CROSS_BRACING, "bottom_chord_enabled", self.cross_bottom_chord_checkbox) + + bottom_chord_type = QComboBox() + bottom_chord_type.addItems(section_type_options) + self._configure_combo_box(bottom_chord_type) + apply_field_style(bottom_chord_type) + row = self._add_grid_row(grid, row, "Bottom Chord Section Type:", bottom_chord_type) + self.cross_bottom_chord_type_combo = bottom_chord_type + self._bind_end_schema_widget(VIEW_CROSS_BRACING, "bottom_chord_type", bottom_chord_type) + + bottom_chord_size = QComboBox() + self._configure_combo_box(bottom_chord_size) + apply_field_style(bottom_chord_size) + row = self._add_grid_row(grid, row, "Bottom Chord Section Designation:", bottom_chord_size) + self.cross_bottom_chord_size_combo = bottom_chord_size inputs_layout.addLayout(grid) - inputs_box.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) + inputs_box.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Preferred) left_layout.addWidget(inputs_box) - left_layout.addStretch() + left_layout.addStretch(1) layout.addWidget(left_column) right_column = QWidget() self.cross_right_column = right_column + right_column.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Preferred) right_layout = QVBoxLayout(right_column) right_layout.setContentsMargins(0, 0, 0, 0) right_layout.setSpacing(10) @@ -1559,11 +1974,13 @@ def _build_cross_bracing_view(self): type_layout.setContentsMargins(12, 8, 12, 10) type_layout.setSpacing(6) type_layout.addWidget(self._create_heading_label("Type of Bracing")) - type_layout.addWidget(self._create_image_placeholder("Bracing Layout", 170)) + self.cross_bracing_layout_widget = BracingLayoutCadWidget(min_height=170) + type_layout.addWidget(self.cross_bracing_layout_widget) right_layout.addWidget(type_box) - for key, title in [("bracing", "Bracing"), ("top", "Top Bracket"), ("bottom", "Bottom Bracket")]: + for key, title in [("bracing", "Bracing"), ("top", "Top Chord"), ("bottom", "Bottom Chord")]: preview_box = self._create_inner_box() + self._cross_preview_boxes[key] = preview_box preview_box.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) preview_layout = QVBoxLayout(preview_box) preview_layout.setContentsMargins(12, 8, 12, 8) @@ -1579,26 +1996,30 @@ def _build_cross_bracing_view(self): right_layout.addStretch() layout.addWidget(right_column) - layout.setStretch(0, 3) - layout.setStretch(1, 4) + layout.setStretch(0, 1) + layout.setStretch(1, 1) # Wire up dynamic designations + previews (same logic as CrossBracingDetailsTab). design_combo.currentTextChanged.connect(self._on_cross_design_changed) + self.cross_bracing_type_combo.currentTextChanged.connect(self._on_cross_bracing_layout_changed) + self.cross_top_chord_checkbox.toggled.connect(self._on_cross_bracing_layout_changed) + self.cross_bottom_chord_checkbox.toggled.connect(self._on_cross_bracing_layout_changed) + bracing_section_type.currentTextChanged.connect( lambda label: (self._cross_update_designations_for(bracing_section_size, label), self._update_cross_previews()) ) bracing_section_size.currentTextChanged.connect(self._update_cross_previews) - top_bracket_type.currentTextChanged.connect( - lambda label: (self._cross_update_designations_for(top_bracket_size, label), self._update_cross_previews()) + top_chord_type.currentTextChanged.connect( + lambda label: (self._cross_update_designations_for(top_chord_size, label), self._update_cross_previews()) ) - top_bracket_size.currentTextChanged.connect(self._update_cross_previews) + top_chord_size.currentTextChanged.connect(self._update_cross_previews) - bottom_bracket_type.currentTextChanged.connect( - lambda label: (self._cross_update_designations_for(bottom_bracket_size, label), self._update_cross_previews()) + bottom_chord_type.currentTextChanged.connect( + lambda label: (self._cross_update_designations_for(bottom_chord_size, label), self._update_cross_previews()) ) - bottom_bracket_size.currentTextChanged.connect(self._update_cross_previews) + bottom_chord_size.currentTextChanged.connect(self._update_cross_previews) self._cross_populate_designations() self._on_cross_design_changed(design_combo.currentText()) @@ -1611,40 +2032,40 @@ def _build_rolled_view(self): layout.setSpacing(12) left_column = QWidget() + left_column.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Preferred) left_layout = QVBoxLayout(left_column) left_layout.setContentsMargins(0, 0, 0, 0) - left_layout.setSpacing(8) - left_layout.addWidget(self._create_selection_box("Rolled Beam")) + left_layout.setSpacing(6) + left_layout.addWidget(self._create_selection_box(VIEW_ROLLED_BEAM)) inputs_box = self._create_inner_box() inputs_layout = QVBoxLayout(inputs_box) - inputs_layout.setContentsMargins(12, 4, 12, 8) + inputs_layout.setContentsMargins(12, 8, 12, 8) inputs_layout.setSpacing(6) - title = self._create_heading_label("Section Inputs") - title.setStyleSheet("font-size: 12px; font-weight: 600; color: #4b4b4b; border: none; margin-top: 0px; margin-bottom: 2px;") - inputs_layout.addWidget(title) + inputs_layout.addWidget(self._create_heading_label("Section Inputs:")) grid = QGridLayout() grid.setContentsMargins(0, 0, 0, 0) grid.setHorizontalSpacing(12) grid.setVerticalSpacing(8) - grid.setColumnMinimumWidth(0, 130) + grid.setColumnMinimumWidth(0, int(getattr(self, "_label_col_width", 260))) + grid.setColumnMinimumWidth(1, int(getattr(self, "_combo_width", 190))) grid.setColumnStretch(0, 0) grid.setColumnStretch(1, 1) design_combo = QComboBox() - design_combo.addItems(["Customized", "Optimized"]) - if design_combo.count() > 1: - design_combo.setCurrentIndex(1) # Default to Optimized + design_combo.addItems(self._end_schema_choices(VIEW_ROLLED_BEAM, "design", list(VALUES_GIRDER_DESIGN_MODE))) + design_combo.setCurrentText(self._end_schema_default(VIEW_ROLLED_BEAM, "design", DESIGN_OPTIMIZED)) self.rolled_design_combo = design_combo + self._bind_end_schema_widget(VIEW_ROLLED_BEAM, "design", design_combo) self._configure_combo_box(design_combo) apply_field_style(design_combo) design_combo.setVisible(False) row = 0 type_selector = QComboBox() - type_selector.addItems(VALUES_END_DIAPHRAGM_TYPE) - type_selector.setCurrentText("Rolled Beam") + type_selector.addItems(self._end_schema_choices(VIEW_ROLLED_BEAM, "type_selector", list(VALUES_END_DIAPHRAGM_TYPE))) + type_selector.setCurrentText(self._end_schema_default(VIEW_ROLLED_BEAM, "type_selector", VIEW_ROLLED_BEAM)) self._configure_combo_box(type_selector) apply_field_style(type_selector) row = self._add_grid_row(grid, row, "Type:", type_selector) @@ -1655,15 +2076,17 @@ def _build_rolled_view(self): self._populate_rolled_sections(is_section_combo) self._add_grid_row(grid, row, "IS Section:", is_section_combo) self.rolled_is_section_combo = is_section_combo + self._bind_end_schema_widget(VIEW_ROLLED_BEAM, "is_section", is_section_combo) self._rolled_inputs = [is_section_combo] inputs_layout.addLayout(grid) - inputs_box.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) + inputs_box.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Preferred) left_layout.addWidget(inputs_box) - left_layout.addStretch() + left_layout.addStretch(1) layout.addWidget(left_column) right_column = QWidget() + right_column.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Preferred) right_layout = QVBoxLayout(right_column) right_layout.setContentsMargins(0, 0, 0, 0) right_layout.setSpacing(10) @@ -1692,6 +2115,8 @@ def _build_rolled_view(self): right_layout.addStretch() layout.addWidget(right_column) + layout.setStretch(0, 1) + layout.setStretch(1, 1) design_combo.currentTextChanged.connect(self._on_rolled_design_changed) is_section_combo.currentTextChanged.connect(self._update_rolled_preview_and_props) @@ -1702,60 +2127,64 @@ def _build_rolled_view(self): def _build_welded_view(self): view = self._create_card_frame() layout = QHBoxLayout(view) + self._welded_view_layout = layout layout.setContentsMargins(12, 12, 12, 12) layout.setSpacing(12) left_column = QWidget() + left_column.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Preferred) left_layout = QVBoxLayout(left_column) left_layout.setContentsMargins(0, 0, 0, 0) - left_layout.setSpacing(8) - left_layout.addWidget(self._create_selection_box("Welded Beam")) + left_layout.setSpacing(6) + left_layout.addWidget(self._create_selection_box(VIEW_WELDED_BEAM)) inputs_box = self._create_inner_box() inputs_layout = QVBoxLayout(inputs_box) - inputs_layout.setContentsMargins(12, 8, 12, 10) - inputs_layout.setSpacing(8) + inputs_layout.setContentsMargins(12, 8, 12, 8) + inputs_layout.setSpacing(6) inputs_layout.addWidget(self._create_heading_label("Section Inputs:")) grid = QGridLayout() grid.setContentsMargins(0, 0, 0, 0) grid.setHorizontalSpacing(12) - grid.setVerticalSpacing(10) - grid.setColumnMinimumWidth(0, 150) + grid.setVerticalSpacing(8) + grid.setColumnMinimumWidth(0, int(getattr(self, "_label_col_width", 260))) + grid.setColumnMinimumWidth(1, int(getattr(self, "_combo_width", 190))) grid.setColumnStretch(0, 0) grid.setColumnStretch(1, 1) design_combo = QComboBox() - design_combo.addItems(["Customized", "Optimized"]) - if design_combo.count() > 1: - design_combo.setCurrentIndex(1) # Default to Optimized + design_combo.addItems(self._end_schema_choices(VIEW_WELDED_BEAM, "design", list(VALUES_GIRDER_DESIGN_MODE))) + design_combo.setCurrentText(self._end_schema_default(VIEW_WELDED_BEAM, "design", DESIGN_OPTIMIZED)) self.welded_design_combo = design_combo + self._bind_end_schema_widget(VIEW_WELDED_BEAM, "design", design_combo) self._configure_combo_box(design_combo) apply_field_style(design_combo) design_combo.setVisible(False) row = 0 type_selector = QComboBox() - type_selector.addItems(VALUES_END_DIAPHRAGM_TYPE) - type_selector.setCurrentText("Welded Beam") + type_selector.addItems(self._end_schema_choices(VIEW_WELDED_BEAM, "type_selector", list(VALUES_END_DIAPHRAGM_TYPE))) + type_selector.setCurrentText(self._end_schema_default(VIEW_WELDED_BEAM, "type_selector", VIEW_WELDED_BEAM)) self._configure_combo_box(type_selector) apply_field_style(type_selector) row = self._add_grid_row(grid, row, "Type:", type_selector) symmetry_combo = QComboBox() - symmetry_combo.addItems(["Girder Symmetric", "Girder Unsymmetric"]) + symmetry_combo.addItems(self._end_schema_choices(VIEW_WELDED_BEAM, "symmetry", list(VALUES_GIRDER_SYMMETRY))) self._configure_combo_box(symmetry_combo) apply_field_style(symmetry_combo) row = self._add_grid_row(grid, row, "Symmetry:", symmetry_combo) + self._bind_end_schema_widget(VIEW_WELDED_BEAM, "symmetry", symmetry_combo) total_depth_widget, total_depth, total_depth_bounds_button = self._create_dimension_input_widget("total_depth") - row = self._add_grid_row(grid, row, "Total Depth (mm):", total_depth_widget) + row = self._add_grid_row(grid, row, "Total Depth, d (mm):", total_depth_widget) self.welded_total_depth = total_depth self.welded_total_depth_widget = total_depth_widget self.welded_total_depth_bounds_button = total_depth_bounds_button web_thick_combo = QComboBox() - web_thick_combo.addItems(VALUES_PROFILE_SCOPE if "VALUES_PROFILE_SCOPE" in globals() else ["All", "Custom"]) + web_thick_combo.addItems(VALUES_PROFILE_SCOPE) self._configure_combo_box(web_thick_combo) apply_field_style(web_thick_combo) @@ -1768,20 +2197,20 @@ def _build_welded_view(self): pass web_thick_widget = self._create_mode_value_widget(web_thick_combo, web_thick_value) - row = self._add_grid_row(grid, row, "Web Thickness (mm):", web_thick_widget) + row = self._add_grid_row(grid, row, "Web Thickness, wt (mm):", web_thick_widget) self.welded_web_thickness_combo = web_thick_combo self.welded_web_thickness_value = web_thick_value self.welded_web_thickness_widget = web_thick_widget self.welded_web_thickness_value_combo = self._attach_thickness_value_dropdown(web_thick_widget, web_thick_value) top_width_widget, top_width, top_width_bounds_button = self._create_dimension_input_widget("top_width") - row = self._add_grid_row(grid, row, "Width of Top Flange (mm):", top_width_widget) + row = self._add_grid_row(grid, row, "Width of Top Flange, tfw (mm):", top_width_widget) self.welded_top_width = top_width self.welded_top_width_widget = top_width_widget self.welded_top_width_bounds_button = top_width_bounds_button top_thickness_combo = QComboBox() - top_thickness_combo.addItems(VALUES_PROFILE_SCOPE if "VALUES_PROFILE_SCOPE" in globals() else ["All", "Custom"]) + top_thickness_combo.addItems(VALUES_PROFILE_SCOPE) self._configure_combo_box(top_thickness_combo) apply_field_style(top_thickness_combo) @@ -1794,20 +2223,20 @@ def _build_welded_view(self): pass top_thickness_widget = self._create_mode_value_widget(top_thickness_combo, top_thickness_value) - row = self._add_grid_row(grid, row, "Top Flange Thickness (mm):", top_thickness_widget) + row = self._add_grid_row(grid, row, "Top Flange Thickness, tft (mm):", top_thickness_widget) self.welded_top_thickness_combo = top_thickness_combo self.welded_top_thickness_value = top_thickness_value self.welded_top_thickness_widget = top_thickness_widget self.welded_top_thickness_value_combo = self._attach_thickness_value_dropdown(top_thickness_widget, top_thickness_value) bottom_width_widget, bottom_width, bottom_width_bounds_button = self._create_dimension_input_widget("bottom_width") - row = self._add_grid_row(grid, row, "Width of Bottom Flange (mm):", bottom_width_widget) + row = self._add_grid_row(grid, row, "Width of Bottom Flange, bfw (mm):", bottom_width_widget) self.welded_bottom_width = bottom_width self.welded_bottom_width_widget = bottom_width_widget self.welded_bottom_width_bounds_button = bottom_width_bounds_button bottom_thickness_combo = QComboBox() - bottom_thickness_combo.addItems(VALUES_PROFILE_SCOPE if "VALUES_PROFILE_SCOPE" in globals() else ["All", "Custom"]) + bottom_thickness_combo.addItems(VALUES_PROFILE_SCOPE) self._configure_combo_box(bottom_thickness_combo) apply_field_style(bottom_thickness_combo) @@ -1820,7 +2249,7 @@ def _build_welded_view(self): pass bottom_thickness_widget = self._create_mode_value_widget(bottom_thickness_combo, bottom_thickness_value) - row = self._add_grid_row(grid, row, "Bottom Flange Thickness (mm):", bottom_thickness_widget) + row = self._add_grid_row(grid, row, "Bottom Flange Thickness, bft (mm):", bottom_thickness_widget) self.welded_bottom_thickness_combo = bottom_thickness_combo self.welded_bottom_thickness_value = bottom_thickness_value self.welded_bottom_thickness_widget = bottom_thickness_widget @@ -1840,12 +2269,14 @@ def _build_welded_view(self): ] inputs_layout.addLayout(grid) - inputs_box.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) + inputs_box.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Preferred) left_layout.addWidget(inputs_box) - left_layout.addStretch() + left_layout.addStretch(1) layout.addWidget(left_column) right_column = QWidget() + self._welded_right_column = right_column + right_column.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Preferred) right_layout = QVBoxLayout(right_column) right_layout.setContentsMargins(0, 0, 0, 0) right_layout.setSpacing(10) @@ -1874,15 +2305,23 @@ def _build_welded_view(self): right_layout.addStretch() layout.addWidget(right_column) + layout.setStretch(0, 1) + layout.setStretch(1, 1) design_combo.currentTextChanged.connect(self._on_welded_design_changed) for watcher in (total_depth, top_width, bottom_width): watcher.textChanged.connect(self._update_welded_preview_and_props) for watcher in (web_thick_value, top_thickness_value, bottom_thickness_value): watcher.textChanged.connect(self._update_welded_preview_and_props) - for combo in (web_thick_combo, top_thickness_combo, bottom_thickness_combo): - combo.currentTextChanged.connect(lambda _t: self._update_welded_thickness_value_enabled_state()) - combo.currentTextChanged.connect(self._update_welded_preview_and_props) + web_thick_combo.currentTextChanged.connect( + lambda text: self._on_welded_thickness_mode_changed("welded_web_thickness", text) + ) + top_thickness_combo.currentTextChanged.connect( + lambda text: self._on_welded_thickness_mode_changed("welded_top_thickness", text) + ) + bottom_thickness_combo.currentTextChanged.connect( + lambda text: self._on_welded_thickness_mode_changed("welded_bottom_thickness", text) + ) self._update_welded_preview_and_props() self._on_welded_design_changed(design_combo.currentText()) self._update_welded_thickness_value_enabled_state() @@ -1896,44 +2335,80 @@ def _handle_type_selection(self, value): if value in self.view_order: self._set_current_type(value) + def _adjust_type_stack(self): + if not hasattr(self, "type_stack"): + return + idx = self.type_stack.currentIndex() + for i in range(self.type_stack.count()): + w = self.type_stack.widget(i) + if i == idx: + w.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Expanding) + else: + w.setSizePolicy(QSizePolicy.Ignored, QSizePolicy.Ignored) + def _set_current_type(self, target): + allowed_types = self._allowed_end_diaphragm_types() + if not allowed_types: + return + if target not in self.view_order: return + if target not in allowed_types: + target = allowed_types[0] if self.current_type == target: return previous_type = self.current_type + if previous_type: + try: + # Match tab-switch behavior: commit outgoing view before switching. + self._store_view_state(previous_type) + except Exception: + pass previous_was_optimized = self._is_optimized(self._design_combo_for_type(previous_type)) self.current_type = target index = self.view_order.index(target) self.type_stack.setCurrentIndex(index) + self.block_type_sync = True for selector in self.type_selectors: selector.setCurrentText(target) self.block_type_sync = False + self._adjust_type_stack() + + try: + # Load incoming view state for the active girder/member selection. + self._load_view_state(target) + except Exception: + pass + # If the user was in Optimized mode, keep Optimized when switching types. if previous_was_optimized: next_design_combo = self._design_combo_for_type(target) if next_design_combo is not None: - next_design_combo.setCurrentText("Optimized") - - # Ensure enabled/disabled state matches the selected design for the active view. - if target == "Cross Bracing" and self.cross_design_combo is not None: - self._on_cross_design_changed(self.cross_design_combo.currentText()) - elif target == "Rolled Beam" and self.rolled_design_combo is not None: - self._on_rolled_design_changed(self.rolled_design_combo.currentText()) - elif target == "Welded Beam" and self.welded_design_combo is not None: - self._on_welded_design_changed(self.welded_design_combo.currentText()) - - # Refresh preview/properties for the active view. - if target == "Cross Bracing": - self._update_cross_previews() - elif target == "Rolled Beam": - self._update_rolled_preview_and_props() - elif target == "Welded Beam": - self._update_welded_preview_and_props() + next_design_combo.setCurrentText(DESIGN_OPTIMIZED) + + # Ensure enabled/disabled state and previews are updated using view dispatch. + design_apply_handlers = { + VIEW_CROSS_BRACING: lambda: self._on_cross_design_changed(self.cross_design_combo.currentText()) if self.cross_design_combo is not None else None, + VIEW_ROLLED_BEAM: lambda: self._on_rolled_design_changed(self.rolled_design_combo.currentText()) if self.rolled_design_combo is not None else None, + VIEW_WELDED_BEAM: lambda: self._on_welded_design_changed(self.welded_design_combo.currentText()) if self.welded_design_combo is not None else None, + } + preview_refresh_handlers = { + VIEW_CROSS_BRACING: self._update_cross_previews, + VIEW_ROLLED_BEAM: self._update_rolled_preview_and_props, + VIEW_WELDED_BEAM: self._update_welded_preview_and_props, + } + + design_handler = design_apply_handlers.get(target) + if design_handler is not None: + design_handler() + + preview_handler = preview_refresh_handlers.get(target) + if preview_handler is not None: + preview_handler() # ---- External API ----------------------------------------------------- def reset_defaults(self) -> None: @@ -1958,7 +2433,7 @@ def reset_defaults(self) -> None: # state from a previous selection. try: self.current_type = None - self._set_current_type("Cross Bracing") + self._set_current_type(VIEW_CROSS_BRACING) except Exception: pass diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/girder_details_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/girder_details_tab.py index 764e91852..f80e406a8 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/girder_details_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/girder_details_tab.py @@ -5,12 +5,13 @@ import sqlite3 from dataclasses import dataclass from pathlib import Path -from typing import Dict, List, Optional +from typing import Callable, Dict, List, Optional -from PySide6.QtCore import Qt -from PySide6.QtGui import QDoubleValidator, QColor, QPalette, QPen +from PySide6.QtCore import Qt, QRectF, QSize +from PySide6.QtGui import QDoubleValidator, QColor, QPalette, QPen, QPainter, QIntValidator, QIcon, QPixmap from PySide6.QtWidgets import ( QAbstractItemView, + QCheckBox, QComboBox, QDialog, QFrame, @@ -33,32 +34,12 @@ QWidget, ) -from osdagbridge.core.utils.common import ( - VALUES_GIRDER_DESIGN_MODE, - VALUES_GIRDER_SPAN_MODE, - VALUES_GIRDER_SYMMETRY, - VALUES_GIRDER_SUPPORT_TYPE, - VALUES_GIRDER_TYPE, - VALUES_PROFILE_SCOPE, - VALUES_TORSIONAL_RESTRAINT, - VALUES_WARPING_RESTRAINT, - VALUES_WEB_TYPE, -) +from osdagbridge.core.bridge_types.plate_girder.ui_fields_additional_input import GIRDER_DETAILS_SCHEMA from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar from osdagbridge.desktop.ui.utils.rolled_section_preview import RolledSectionPreview -DEFAULT_MEMBER_LENGTH_M = 30.0 -DEFAULT_DISTANCE_START_M = 0.0 -# Upper bound for girder-specific UI controls (dropdowns/tables). -# This is a UI safety cap; actual girder count is driven by the "No. of Girders" input. -MAX_GIRDER_COUNT = 20 - -SAIL_APPROVED_THICKNESS_VALUES = [ - "8", "10", "12", "14", "16", "18", "20", "22", "25", "28", "32", "36", - "40", "45", "50", "56", "63", "75", "80", "90", "100", "110", "120", -] def _locate_database() -> Path: current = Path(__file__).resolve() for parent in current.parents: @@ -257,6 +238,147 @@ def setModelData(self, editor, model, index): # noqa: N802 (Qt naming) model.setData(index, editor.text()) +class _GirderDetailsSchemaBuilder: + """Local schema-driven widget builder for Girder Details tab.""" + + def __init__(self, owner: QWidget): + self.owner = owner + + def create_widget(self, field_def: dict) -> QWidget: + field_type = str(field_def.get("type") or "line").strip().lower() + + if field_type in {"combo", "combo_dynamic"}: + widget = QComboBox() + for choice in field_def.get("choices") or []: + widget.addItem(str(choice)) + default = field_def.get("default") + if default is not None: + widget.setCurrentText(str(default)) + + elif field_type == "mode_line": + mode_combo = QComboBox() + for choice in field_def.get("mode_choices") or []: + mode_combo.addItem(str(choice)) + default_mode = field_def.get("default_mode") + if default_mode is not None: + mode_combo.setCurrentText(str(default_mode)) + + value_input = QLineEdit() + default_value = field_def.get("default_value") + if default_value is not None: + value_input.setText(str(default_value)) + self._apply_validator(value_input, field_def.get("validator")) + + apply_field_style(mode_combo) + apply_field_style(value_input) + + layout_widget = QWidget() + layout = QHBoxLayout(layout_widget) + layout.setContentsMargins(0, 0, 0, 0) + layout.setSpacing(6) + layout.addWidget(mode_combo) + layout.addWidget(value_input) + + bind_mode = field_def.get("bind_mode") + if bind_mode: + setattr(self.owner, str(bind_mode), mode_combo) + bind_value = field_def.get("bind_value") + if bind_value: + setattr(self.owner, str(bind_value), value_input) + + self._connect_handlers(mode_combo, {"on_change": field_def.get("on_mode_change")}) + self._connect_handlers(value_input, { + "on_text_changed": field_def.get("on_text_changed"), + "on_editing_finished": field_def.get("on_editing_finished"), + }) + + widget = layout_widget + + elif field_type == "checkbox": + widget = QCheckBox(str(field_def.get("label") or "")) + widget.setChecked(bool(field_def.get("default", False))) + + else: + widget = QLineEdit() + default = field_def.get("default") + if default is not None: + widget.setText(str(default)) + self._apply_validator(widget, field_def.get("validator")) + if field_def.get("placeholder"): + widget.setPlaceholderText(str(field_def["placeholder"])) + if field_def.get("read_only"): + widget.setReadOnly(True) + + if field_type not in {"checkbox", "mode_line"}: + apply_field_style(widget) + + field_id = field_def.get("id") + if field_id: + widget.setObjectName(str(field_id)) + + width = field_def.get("width") + if width: + try: + widget.setFixedWidth(int(width)) + except Exception: + pass + + enabled = field_def.get("enabled") + if enabled is not None: + widget.setEnabled(bool(enabled)) + + bind_name = field_def.get("bind") + if bind_name: + setattr(self.owner, str(bind_name), widget) + + self._connect_handlers(widget, field_def) + return widget + + def _apply_validator(self, widget: QLineEdit, validator_def: dict | None) -> None: + if not validator_def: + return + + vtype = str(validator_def.get("type") or "").strip().lower() + if vtype == "double_range": + bottom = float(validator_def.get("bottom", 0.0)) + top = float(validator_def.get("top", 1e12)) + decimals = int(validator_def.get("decimals", 3)) + widget.setValidator(QDoubleValidator(bottom, top, decimals, widget)) + return + + if vtype == "int_range": + bottom = int(validator_def.get("bottom", 0)) + top = int(validator_def.get("top", 1_000_000_000)) + widget.setValidator(QIntValidator(bottom, top, widget)) + + def _connect_handlers(self, widget: QWidget, field_def: dict) -> None: + owner = self.owner + + on_change = field_def.get("on_change") + if on_change and isinstance(widget, QComboBox): + handler = getattr(owner, str(on_change), None) + if callable(handler): + widget.currentTextChanged.connect(handler) + + on_text_changed = field_def.get("on_text_changed") + if on_text_changed and isinstance(widget, QLineEdit): + handler = getattr(owner, str(on_text_changed), None) + if callable(handler): + widget.textChanged.connect(handler) + + on_editing_finished = field_def.get("on_editing_finished") + if on_editing_finished and isinstance(widget, QLineEdit): + handler = getattr(owner, str(on_editing_finished), None) + if callable(handler): + widget.editingFinished.connect(handler) + + on_toggled = field_def.get("on_toggled") + if on_toggled and isinstance(widget, QCheckBox): + handler = getattr(owner, str(on_toggled), None) + if callable(handler): + widget.toggled.connect(handler) + + class _BoundsDialog(QDialog): def __init__(self, title: str, bounds: dict, parent=None): super().__init__(parent) @@ -394,9 +516,221 @@ def result_bounds(self) -> Optional[dict]: return self._result +class _GirderCad2DView(QWidget): + """Simple 2D segmented girder view driven by member lengths.""" + + def __init__(self, parent=None): + super().__init__(parent) + self.setFixedHeight(160) + self.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) + self.setStyleSheet("QWidget { background: #f8f8f8; border: 1px solid #d8d8d8; border-radius: 8px; }") + self._segments: List[dict] = [] + self._selected_member_id: str = "" + self._flange_thickness: float = 15.0 + self._view_mode: str = "side" + + @staticmethod + def _fmt_length(length_m: float) -> str: + text = f"{float(length_m):.3f}".rstrip("0").rstrip(".") + return text if text else "0" + + def set_segments(self, segments: List[Dict[str, float]]) -> None: + cleaned: List[dict] = [] + for segment in segments or []: + start = float(segment.get("start", 0.0)) + end = float(segment.get("end", 0.0)) + length = max(0.0, end - start) + if length <= 0.0: + continue + cleaned.append( + { + "id": str(segment.get("id") or ""), + "length": float(length), + } + ) + self._segments = cleaned + self.update() + + def set_selected_member(self, member_id: str) -> None: + self._selected_member_id = str(member_id or "").strip() + self.update() + + def set_view_mode(self, mode: str) -> None: + normalized = str(mode or "").strip().lower() + if normalized not in {"cross", "side"}: + normalized = "side" + if self._view_mode != normalized: + self._view_mode = normalized + self.update() + + def _paint_cross_section(self, painter: QPainter, drawing_rect: QRectF) -> None: + clear_pen = QPen(QColor("#d0d0d0")) + clear_pen.setWidth(1) + painter.setPen(clear_pen) + painter.setBrush(QColor("#ffffff")) + painter.drawRect(drawing_rect) + + usable = drawing_rect.adjusted(drawing_rect.width() * 0.18, 12.0, -drawing_rect.width() * 0.18, -22.0) + if usable.width() <= 0.0 or usable.height() <= 0.0: + return + + top_width = usable.width() * 0.82 + bottom_width = usable.width() * 0.74 + flange_thickness = max(10.0, min(self._flange_thickness, usable.height() * 0.20)) + web_thickness = max(8.0, min(20.0, usable.width() * 0.10)) + + center_x = usable.center().x() + top_flange = QRectF(center_x - (top_width / 2.0), usable.top(), top_width, flange_thickness) + bottom_flange = QRectF(center_x - (bottom_width / 2.0), usable.bottom() - flange_thickness, bottom_width, flange_thickness) + web_top = top_flange.bottom() + web_bottom = bottom_flange.top() + web = QRectF(center_x - (web_thickness / 2.0), web_top, web_thickness, max(2.0, web_bottom - web_top)) + + painter.setPen(Qt.NoPen) + painter.setBrush(QColor("#c9c9c9")) + painter.drawRect(top_flange) + painter.setBrush(QColor("#dcdcdc")) + painter.drawRect(web) + painter.setBrush(QColor("#c9c9c9")) + painter.drawRect(bottom_flange) + + outline = QPen(QColor("#5e5e5e")) + outline.setWidth(1) + painter.setPen(outline) + painter.setBrush(Qt.NoBrush) + painter.drawRect(top_flange) + painter.drawRect(web) + painter.drawRect(bottom_flange) + + label_member = self._selected_member_id or (str(self._segments[0].get("id") or "") if self._segments else "") + label = f"Cross Section • {label_member}" if label_member else "Cross Section" + painter.setPen(QPen(QColor("#2a2a2a"))) + painter.drawText(drawing_rect.adjusted(8.0, 0.0, -8.0, -2.0), Qt.AlignHCenter | Qt.AlignBottom, label) + + def paintEvent(self, event): # noqa: N802 (Qt naming) + super().paintEvent(event) + painter = QPainter(self) + painter.setRenderHint(QPainter.Antialiasing, True) + + drawing_rect = QRectF(self.rect()).adjusted(10.0, 24.0, -10.0, -18.0) + if drawing_rect.width() <= 0 or drawing_rect.height() <= 0: + return + + outer_fill = QColor("#f4f4f4") + outer_border = QPen(QColor("#d0d0d0")) + outer_border.setWidth(1) + painter.setPen(outer_border) + painter.setBrush(outer_fill) + painter.drawRect(drawing_rect) + + if not self._segments: + painter.setPen(QPen(QColor("#5a5a5a"))) + painter.drawText(drawing_rect, Qt.AlignCenter, "No member segments") + return + + total_length = sum(float(segment["length"]) for segment in self._segments) + if total_length <= 0.0: + return + + if self._view_mode == "cross": + self._paint_cross_section(painter, drawing_rect) + return + + # Monochrome palette for a clean technical look. + fill_palette = [QColor("#f5f5f5"), QColor("#eeeeee"), QColor("#e7e7e7")] + partition_pen = QPen(QColor("#888888")) + partition_pen.setWidth(1) + partition_pen.setStyle(Qt.SolidLine) + + # Keep flanges visually meaningful even for compact/tall drawing areas. + flange_thickness = max(10.0, min(self._flange_thickness, drawing_rect.height() * 0.24)) + web_top = drawing_rect.top() + flange_thickness + web_bottom = drawing_rect.bottom() - flange_thickness + web_height = max(2.0, web_bottom - web_top) + + # Flange-web boundary lines improve structural readability in grayscale. + flange_boundary_pen = QPen(QColor("#3a3a3a")) + flange_boundary_pen.setWidth(1) + girder_outline_pen = QPen(QColor("#3a3a3a")) + girder_outline_pen.setWidth(1) + + x = drawing_rect.left() + partition_xs: List[float] = [] + for index, segment in enumerate(self._segments): + ratio = float(segment["length"]) / total_length + segment_width = drawing_rect.width() * ratio + if index == len(self._segments) - 1: + segment_width = max(1.0, drawing_rect.right() - x) + + segment_rect = QRectF(x, drawing_rect.top(), segment_width, drawing_rect.height()) + top_flange_rect = QRectF(segment_rect.left(), segment_rect.top(), segment_rect.width(), flange_thickness) + web_rect = QRectF(segment_rect.left(), web_top, segment_rect.width(), web_height) + bottom_flange_rect = QRectF(segment_rect.left(), web_bottom, segment_rect.width(), flange_thickness) + base_fill = fill_palette[index % len(fill_palette)] + member_id = str(segment.get("id") or "") + is_selected = bool(self._selected_member_id) and member_id == self._selected_member_id + + top_fill = QColor("#c9c9c9") + web_fill = QColor("#dcdcdc") + bottom_fill = QColor("#c9c9c9") + + painter.setPen(Qt.NoPen) + painter.setBrush(top_fill) + painter.drawRect(top_flange_rect) + painter.setBrush(web_fill) + painter.drawRect(web_rect) + painter.setBrush(bottom_fill) + painter.drawRect(bottom_flange_rect) + + # Draw flange boundaries explicitly so thickness is always visible. + painter.setPen(flange_boundary_pen) + painter.setBrush(Qt.NoBrush) + painter.drawLine(top_flange_rect.bottomLeft(), top_flange_rect.bottomRight()) + painter.drawLine(bottom_flange_rect.topLeft(), bottom_flange_rect.topRight()) + + if is_selected: + painter.setPen(Qt.NoPen) + painter.setBrush(QColor(144, 175, 19, 42)) + painter.drawRect(segment_rect.adjusted(2.0, 2.0, -2.0, -2.0)) + + selected_pen = QPen(QColor("#6f850f")) + selected_pen.setWidth(2) + painter.setPen(selected_pen) + painter.setBrush(Qt.NoBrush) + painter.drawRect(segment_rect.adjusted(1.5, 1.5, -1.5, -1.5)) + + label = f"{segment['id']} ({self._fmt_length(segment['length'])} m)" + painter.setPen(QPen(QColor("#121212"))) + text_margin = 6 + text_rect = segment_rect.adjusted(text_margin, 0, -text_margin, 0) + if text_rect.width() > 18: + elided = painter.fontMetrics().elidedText(label, Qt.ElideRight, int(text_rect.width())) + painter.drawText(text_rect, Qt.AlignCenter, elided) + + if index < len(self._segments) - 1: + partition_xs.append(segment_rect.right()) + + x = segment_rect.right() + + # Draw partitions in a final pass so fills/selection cannot hide them. + painter.setPen(girder_outline_pen) + painter.setBrush(Qt.NoBrush) + painter.drawRect(drawing_rect) + painter.drawLine(drawing_rect.left(), web_top, drawing_rect.right(), web_top) + painter.drawLine(drawing_rect.left(), web_bottom, drawing_rect.right(), web_bottom) + + painter.setPen(partition_pen) + for px in partition_xs: + painter.drawLine( + QRectF(px, drawing_rect.top(), 0.0, drawing_rect.height()).topLeft(), + QRectF(px, drawing_rect.top(), 0.0, drawing_rect.height()).bottomLeft(), + ) + + class _ThicknessSelectionDialog(QDialog): - def __init__(self, title: str, selected_values: List[str], parent=None): + def __init__(self, title: str, selected_values: List[str], allowed_values: List[str], parent=None): super().__init__(parent) + self._allowed_values = [str(v).strip() for v in allowed_values if str(v).strip()] self.setWindowTitle(title) self.setWindowFlags(Qt.Dialog | Qt.FramelessWindowHint | Qt.WindowSystemMenuHint) self.setWindowModality(Qt.ApplicationModal) @@ -425,7 +759,7 @@ def __init__(self, title: str, selected_values: List[str], parent=None): left_col = QVBoxLayout() left_col.setSpacing(8) - left_lbl = QLabel("Available:") + left_lbl = QLabel("Available") left_lbl.setStyleSheet("font-size: 12px; font-weight: 600; color: #1f1f1f;") self.available_list = QListWidget() self.available_list.setSelectionMode(QAbstractItemView.ExtendedSelection) @@ -451,7 +785,7 @@ def __init__(self, title: str, selected_values: List[str], parent=None): right_col = QVBoxLayout() right_col.setSpacing(8) - right_lbl = QLabel("Selected:") + right_lbl = QLabel("Selected") right_lbl.setStyleSheet("font-size: 12px; font-weight: 600; color: #1f1f1f;") self.selected_list = QListWidget() self.selected_list.setSelectionMode(QAbstractItemView.ExtendedSelection) @@ -486,10 +820,10 @@ def __init__(self, title: str, selected_values: List[str], parent=None): submit_row.addStretch(1) layout.addLayout(submit_row) - selected = [v for v in selected_values if v in SAIL_APPROVED_THICKNESS_VALUES] + selected = [v for v in selected_values if v in self._allowed_values] if not selected: - selected = list(SAIL_APPROVED_THICKNESS_VALUES) - available = [v for v in SAIL_APPROVED_THICKNESS_VALUES if v not in selected] + selected = list(self._allowed_values) + available = [v for v in self._allowed_values if v not in selected] self.available_list.addItems(available) self.selected_list.addItems(selected) @@ -557,7 +891,7 @@ def _sort_list(self, widget: QListWidget) -> None: values = [] for i in range(widget.count()): values.append(widget.item(i).text()) - values = sorted(values, key=lambda v: SAIL_APPROVED_THICKNESS_VALUES.index(v) if v in SAIL_APPROVED_THICKNESS_VALUES else 9999) + values = sorted(values, key=lambda v: self._allowed_values.index(v) if v in self._allowed_values else 9999) widget.clear() widget.addItems(values) @@ -572,10 +906,24 @@ def selected_values(self) -> List[str]: class GirderDetailsTab(QWidget): - """Tab for Girder Details styled to match the provided reference.""" + """Tab for Girder Details styled to match the provided reference. + + Flow summary: + 1. Read schema defaults/options (span, girder count cap, thickness values). + 2. Build overview + section-input widgets from GIRDER_DETAILS_SCHEMA. + 3. Initialize/maintain per-girder segment chains (GxMy continuity). + 4. Persist per-member UI state and refresh CAD/preview on edits. + """ def __init__(self, parent=None): super().__init__(parent) + # Centralized schema-driven bootstrap for all runtime defaults/options. + self._schema_builder = _GirderDetailsSchemaBuilder(self) + defaults_cfg = self._schema_config("defaults") + self._default_member_length_m = float(defaults_cfg.get("member_length_m", 25)) + self._default_distance_start_m = float(defaults_cfg.get("distance_start_m", 0.0)) + self._max_girder_count = max(1, int(defaults_cfg.get("max_girder_count", 20))) + self._thickness_values = self._schema_thickness_values() self.welded_rows = [] self.rolled_rows = [] self.symmetry_row = [] @@ -586,8 +934,8 @@ def __init__(self, parent=None): self.segment_chain: Dict[str, List[Dict[str, float]]] = {} self._suppress_distance_updates = False self._suppress_member_state_updates = False - # Always expose up to MAX_GIRDER_COUNT main girders in the UI. - self.available_girders = [f"G{i}" for i in range(1, MAX_GIRDER_COUNT + 1)] + # Always expose up to schema-configured main girders in the UI. + self.available_girders = [f"G{i}" for i in range(1, self._max_girder_count + 1)] self._girder_combo_connected = False # Master-Detail UI state @@ -609,6 +957,10 @@ def __init__(self, parent=None): # Segment Manager widgets (right column) self.girder_dropdown: Optional[QComboBox] = None self.segment_table: Optional[QTableWidget] = None + self.girder_cad_view: Optional[_GirderCad2DView] = None + self.cross_section_view_btn: Optional[QPushButton] = None + self.side_view_btn: Optional[QPushButton] = None + self._girder_view_mode: str = "side" self.split_add_button: Optional[QPushButton] = None self.split_remove_button: Optional[QPushButton] = None @@ -617,16 +969,290 @@ def __init__(self, parent=None): # Section Inputs widgets self.member_id_combo: Optional[QComboBox] = None - self._dimension_bounds = { - "total_depth": {"lower": 200.0, "upper": 2000.0, "increment": 25.0}, - "top_width": {"lower": 100.0, "upper": 1000.0, "increment": 10.0}, - "bottom_width": {"lower": 100.0, "upper": 1000.0, "increment": 10.0}, - } + self._dimension_bounds = self._default_dimension_bounds() + self._member_state_bindings_cache: Optional[list[dict]] = None + self._member_state_aliases_cache: Optional[dict[str, list[str]]] = None + self._legacy_payload_maps_cache: Optional[dict[str, dict[str, str]]] = None self.init_ui() def set_design_mode(self, mode_str: str): - if hasattr(self, "design_combo"): - self.design_combo.setCurrentText(mode_str) + combo = getattr(self, "design_combo", None) + if isinstance(combo, QComboBox): + combo.setCurrentText(mode_str) + + def _schema_field(self, field_id: str, section: str = "section_inputs") -> dict: + for field in GIRDER_DETAILS_SCHEMA.get(section, []): + if str(field.get("id")) == field_id: + return dict(field) + return {} + + def _schema_choices(self, field_id: str, section: str = "section_inputs") -> list[str]: + field = self._schema_field(field_id, section) + return [str(choice) for choice in field.get("choices") or []] + + def _schema_config(self, key: str) -> dict: + """Return a top-level schema config block as a dict (or empty dict).""" + value = GIRDER_DETAILS_SCHEMA.get(key) + return dict(value) if isinstance(value, dict) else {} + + def _schema_section_inputs(self) -> list[dict]: + """Return normalized section-input field definitions from schema.""" + return [dict(field) for field in GIRDER_DETAILS_SCHEMA.get("section_inputs", []) if isinstance(field, dict)] + + def _schema_thickness_values(self) -> list[str]: + """Return allowed thickness values from schema with a safe fallback.""" + values = ( + GIRDER_DETAILS_SCHEMA.get("thickness_values_mm") + or GIRDER_DETAILS_SCHEMA.get("SAIL_APPROVED_THICKNESS_VALUES") + or [] + ) + cleaned = [str(v).strip() for v in values if str(v).strip()] + return cleaned or ["8"] + + def _default_dimension_bounds(self) -> dict[str, dict[str, float]]: + bounds: dict[str, dict[str, float]] = {} + for field in self._schema_section_inputs(): + if str(field.get("type") or "").strip().lower() != "line_with_bounds": + continue + bounds_key = str(field.get("bounds_key") or "").strip() + if not bounds_key: + continue + defaults = field.get("bounds_default") or {} + if not isinstance(defaults, dict): + defaults = {} + bounds[bounds_key] = { + "lower": float(defaults.get("lower", 0.0)), + "upper": float(defaults.get("upper", 0.0)), + "increment": float(defaults.get("increment", 0.0)), + } + return bounds + + def _member_state_aliases(self) -> dict[str, list[str]]: + if self._member_state_aliases_cache is not None: + return dict(self._member_state_aliases_cache) + + aliases: dict[str, set[str]] = {} + for field in self._schema_section_inputs(): + state_key = str(field.get("thickness_key") or field.get("bounds_key") or field.get("id") or "").strip() + if not state_key: + continue + raw_aliases = field.get("aliases") or [] + if not isinstance(raw_aliases, list): + continue + for alias in raw_aliases: + alias_key = str(alias or "").strip() + if not alias_key: + continue + aliases.setdefault(state_key, set()).add(alias_key) + aliases.setdefault(alias_key, set()).add(state_key) + + self._member_state_aliases_cache = {key: sorted(values) for key, values in aliases.items()} + return dict(self._member_state_aliases_cache) + + def _legacy_payload_maps(self) -> dict[str, dict[str, str]]: + if self._legacy_payload_maps_cache is not None: + return {k: dict(v) for k, v in self._legacy_payload_maps_cache.items()} + + current_member: dict[str, str] = {} + welded: dict[str, str] = {} + welded_bounds: dict[str, str] = {} + + # Generalization flow: build compatibility maps from schema metadata + # rather than hardcoded payload key translations in code. + for field in self._schema_section_inputs(): + field_type = str(field.get("type") or "").strip().lower() + field_id = str(field.get("id") or "").strip() + bounds_key = str(field.get("bounds_key") or "").strip() + thickness_key = str(field.get("thickness_key") or field_id).strip() + + payload_key = str(field.get("legacy_payload_key") or "").strip() + if payload_key: + current_member[payload_key] = thickness_key if field_type == "mode_line" else (bounds_key or field_id) + + welded_key = str(field.get("legacy_welded_key") or "").strip() + if welded_key: + welded[welded_key] = thickness_key if field_type == "mode_line" else (bounds_key or field_id) + + welded_mode_key = str(field.get("legacy_welded_mode_key") or "").strip() + if welded_mode_key: + welded[welded_mode_key] = thickness_key + + welded_value_key = str(field.get("legacy_welded_value_key") or "").strip() + if welded_value_key: + welded[welded_value_key] = f"{thickness_key}_value" + + welded_bounds_key = str(field.get("legacy_welded_bounds_key") or "").strip() + if welded_bounds_key and bounds_key: + welded_bounds[welded_bounds_key] = bounds_key + + self._legacy_payload_maps_cache = { + "current_member": current_member, + "welded": welded, + "welded_bounds": welded_bounds, + } + return {k: dict(v) for k, v in self._legacy_payload_maps_cache.items()} + + def _schema_visibility_bucket(self, field_def: dict, *, field_id: str) -> Optional[list]: + bucket_attr = str(field_def.get("row_bucket") or "").strip() + if bucket_attr: + bucket = getattr(self, bucket_attr, None) + if isinstance(bucket, list): + return bucket + + visible_for = {str(v).strip().lower() for v in (field_def.get("visible_for") or [])} + mode_rows = { + "welded": self.welded_rows, + "rolled": self.rolled_rows, + } + for mode, rows in mode_rows.items(): + if mode in visible_for: + return rows + return None + + def _add_schema_field_row(self, grid: QGridLayout, row: int, field_def: dict, widget: QWidget) -> int: + field_id = str(field_def.get("id") or "") + label_text = str(field_def.get("label") or "") + return self._add_box_row( + grid, + row, + label_text, + widget, + self._schema_visibility_bucket(field_def, field_id=field_id), + ) + + def _build_overview_span_field(self, details_layout: QGridLayout, row: int, field_def: dict, widget: QWidget) -> int: + label_text = str(field_def.get("label") or "") + self.span_combo = widget + self._set_field_width(self.span_combo) + self.span_combo.currentTextChanged.connect(self._on_span_changed) + label = self._create_label(label_text) + label.setVisible(False) + self.span_combo.setVisible(False) + details_layout.addWidget(label, row, 0, Qt.AlignLeft | Qt.AlignVCenter) + details_layout.addWidget(self.span_combo, row, 1) + return row + 1 + + def _build_overview_girder_field(self, details_layout: QGridLayout, row: int, field_def: dict, widget: QWidget) -> int: + label_text = str(field_def.get("label") or "") + self.girder_dropdown = widget + for girder in self.available_girders: + display = f"Girder {girder[1:]}" if girder.startswith("G") and girder[1:].isdigit() else girder + self.girder_dropdown.addItem(display, girder) + self._set_field_width(self.girder_dropdown) + self.girder_dropdown.currentIndexChanged.connect(lambda _idx: self._on_girder_changed(self.girder_dropdown.currentData())) + details_layout.addWidget(self._create_label(label_text), row, 0, Qt.AlignLeft | Qt.AlignVCenter) + details_layout.addWidget(self.girder_dropdown, row, 1) + return row + 1 + + def _build_overview_total_span_field(self, details_layout: QGridLayout, row: int, field_def: dict, widget: QWidget) -> int: + label_text = str(field_def.get("label") or "") + self.length_input = widget + self._set_field_width(self.length_input) + self.length_input.setToolTip("Total Span is auto-controlled and cannot be edited here") + self.length_input.textChanged.connect(self._on_length_changed) + details_layout.addWidget(self._create_label(label_text), row, 0, Qt.AlignLeft | Qt.AlignVCenter) + details_layout.addWidget(self.length_input, row, 1) + return row + 1 + + def _overview_schema_handlers(self) -> dict[tuple[str, str], Callable[[QGridLayout, int, dict, QWidget], int]]: + # Generalization flow: schema field id/type -> dedicated builder. + # New field variants are added by extending this map, not branching. + return { + ("id", "span"): self._build_overview_span_field, + ("id", "total_span"): self._build_overview_total_span_field, + ("id", "select_girder"): self._build_overview_girder_field, + } + + def _build_overview_field_from_schema(self, details_layout: QGridLayout, row: int, field_def: dict) -> int: + field_id = str(field_def.get("id") or "") + field_type = str(field_def.get("type") or "").strip().lower() + widget = self._schema_builder.create_widget(field_def) + + # Generalization flow: resolve handler from dispatch table first, + # keep fallback as no-op for unknown/unsupported schema fields. + handlers = self._overview_schema_handlers() + handler = handlers.get(("id", field_id)) or handlers.get(("type", field_type)) + if handler is not None: + return handler(details_layout, row, field_def, widget) + + return row + + def _build_hidden_design_field(self, _grid: QGridLayout, row: int, field_def: dict) -> int: + # Hidden compatibility field: still used by existing behavior and persistence. + self.design_combo = self._schema_builder.create_widget(field_def) + self.design_combo.hide() + return row + + def _build_section_combo_field(self, inputs_grid: QGridLayout, row: int, field_def: dict) -> int: + field_id = str(field_def.get("id") or "") + widget = self._schema_builder.create_widget(field_def) + self._set_field_width(widget) + post_create_hooks = { + "is_section": self._populate_rolled_section_combo, + } + hook = post_create_hooks.get(field_id) + if hook is not None: + hook() + return self._add_schema_field_row(inputs_grid, row, field_def, widget) + + def _build_section_line_field(self, inputs_grid: QGridLayout, row: int, field_def: dict) -> int: + widget = self._schema_builder.create_widget(field_def) + self._set_field_width(widget) + return self._add_schema_field_row(inputs_grid, row, field_def, widget) + + def _build_section_line_with_bounds_field(self, inputs_grid: QGridLayout, row: int, field_def: dict) -> int: + bounds_key = str(field_def.get("bounds_key") or "") + widget, input_widget, bounds_button = self._create_dimension_input_widget(bounds_key) + bind_input = str(field_def.get("bind") or "") + bind_widget = str(field_def.get("bind_widget") or "") + bind_bounds = str(field_def.get("bind_bounds_button") or "") + if bind_input: + setattr(self, bind_input, input_widget) + if bind_widget: + setattr(self, bind_widget, widget) + if bind_bounds: + setattr(self, bind_bounds, bounds_button) + return self._add_schema_field_row(inputs_grid, row, field_def, widget) + + def _build_section_mode_line_field(self, inputs_grid: QGridLayout, row: int, field_def: dict) -> int: + wrapper = self._schema_builder.create_widget(field_def) + self._set_field_width(wrapper, 180) + bind_wrapper = str(field_def.get("bind_wrapper") or "") + if bind_wrapper: + setattr(self, bind_wrapper, wrapper) + + thickness_key = str(field_def.get("thickness_key") or "") + value_input_name = str(field_def.get("bind_value") or "") + value_input = getattr(self, value_input_name, None) if value_input_name else None + if thickness_key and value_input is not None: + self._set_field_width(value_input, 78) + value_combo = self._attach_thickness_value_dropdown(wrapper, value_input, thickness_key) + setattr(self, f"{thickness_key}_value_combo", value_combo) + + return self._add_schema_field_row(inputs_grid, row, field_def, wrapper) + + def _section_schema_handlers(self) -> dict[tuple[str, str], Callable[[QGridLayout, int, dict], int]]: + # Generalization flow: section-input rendering is also dispatch-driven + # so schema additions avoid if/else growth. + return { + ("id", "design"): self._build_hidden_design_field, + ("type", "combo"): self._build_section_combo_field, + ("type", "line"): self._build_section_line_field, + ("type", "line_with_bounds"): self._build_section_line_with_bounds_field, + ("type", "mode_line"): self._build_section_mode_line_field, + } + + def _build_section_input_from_schema(self, inputs_grid: QGridLayout, row: int, field_def: dict) -> int: + field_id = str(field_def.get("id") or "") + field_type = str(field_def.get("type") or "").strip().lower() + + # Generalization flow: id-specific handlers take precedence, then type handlers. + handlers = self._section_schema_handlers() + handler = handlers.get(("id", field_id)) or handlers.get(("type", field_type)) + if handler is not None: + return handler(inputs_grid, row, field_def) + + return row def init_ui(self): main_layout = QVBoxLayout(self) @@ -659,32 +1285,13 @@ def _build_overview_card(self): outer.setHorizontalSpacing(16) outer.setVerticalSpacing(16) - def _cad_placeholder(label: str) -> QFrame: - frame = QFrame() - frame.setFixedHeight(160) - frame.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) - frame.setStyleSheet( - "QFrame { border: 2px dashed #b7b7b7; border-radius: 8px; background: #ffffff; }" - ) - layout = QVBoxLayout(frame) - layout.setContentsMargins(10, 10, 10, 10) - layout.setSpacing(0) - text = QLabel(label) - text.setAlignment(Qt.AlignCenter) - text.setStyleSheet("font-size: 12px; font-weight: 700; color: #6f6f6f;") - layout.addWidget(text) - return frame - - # LEFT: Select Girder + Total Span (matches reference layout) + # LEFT: Girder selection and span details. left_panel = self._create_inner_box() left_panel.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Preferred) left_layout = QVBoxLayout(left_panel) left_layout.setContentsMargins(12, 10, 12, 10) left_layout.setSpacing(10) - # Placeholder area for CAD diagram (left) - left_layout.addWidget(_cad_placeholder("CAD Diagram Placeholder")) - details_box = QWidget() details_layout = QGridLayout(details_box) details_layout.setContentsMargins(0, 0, 0, 0) @@ -694,37 +1301,9 @@ def _cad_placeholder(label: str) -> QFrame: details_layout.setColumnStretch(0, 0) details_layout.setColumnStretch(1, 1) - # Keep span mode internally (for existing behavior) but hide it to match the reference UI. - self.span_combo = QComboBox() - self.span_combo.addItems(VALUES_GIRDER_SPAN_MODE) - apply_field_style(self.span_combo) - self._set_field_width(self.span_combo) - self.span_combo.currentTextChanged.connect(self._on_span_changed) - span_label = self._create_label("Span:") - span_label.setVisible(False) - self.span_combo.setVisible(False) - details_layout.addWidget(span_label, 0, 0, Qt.AlignLeft | Qt.AlignVCenter) - details_layout.addWidget(self.span_combo, 0, 1) - - details_layout.addWidget(self._create_label("Select Girder:"), 1, 0, Qt.AlignLeft | Qt.AlignVCenter) - self.girder_dropdown = QComboBox() - # Display-friendly names while keeping stable internal IDs. - for girder in self.available_girders: - label = f"Girder {girder[1:]}" if girder.startswith("G") and girder[1:].isdigit() else girder - self.girder_dropdown.addItem(label, girder) - apply_field_style(self.girder_dropdown) - self._set_field_width(self.girder_dropdown) - self.girder_dropdown.currentIndexChanged.connect(lambda _idx: self._on_girder_changed(self.girder_dropdown.currentData())) - details_layout.addWidget(self.girder_dropdown, 1, 1) - - self.length_input = QLineEdit("30") - apply_field_style(self.length_input) - self._set_field_width(self.length_input) - self.length_input.setReadOnly(True) - self.length_input.setToolTip("Total Span is auto-controlled and cannot be edited here") - self.length_input.textChanged.connect(self._on_length_changed) - details_layout.addWidget(self._create_label("Total Span (m):"), 2, 0, Qt.AlignLeft | Qt.AlignVCenter) - details_layout.addWidget(self.length_input, 2, 1) + overview_row = 0 + for field_def in GIRDER_DETAILS_SCHEMA.get("overview", []): + overview_row = self._build_overview_field_from_schema(details_layout, overview_row, field_def) # Exterior/Interior copy buttons layout (Row 3, spans 2 columns) copy_buttons_layout = QHBoxLayout() @@ -766,17 +1345,17 @@ def _cad_placeholder(label: str) -> QFrame: self.member_id_input.setReadOnly(True) self.member_id_input.setVisible(False) - self.distance_start_input = QLineEdit("0") + self.distance_start_input = QLineEdit(str(self._default_distance_start_m)) apply_field_style(self.distance_start_input) self.distance_start_input.setReadOnly(True) self.distance_start_input.setVisible(False) - self.distance_end_input = QLineEdit("30") + self.distance_end_input = QLineEdit(str(self._default_member_length_m)) apply_field_style(self.distance_end_input) self.distance_end_input.editingFinished.connect(self._on_distance_end_changed) self.distance_end_input.setVisible(False) - self.segment_length_input = QLineEdit("30") + self.segment_length_input = QLineEdit(str(self._default_member_length_m)) apply_field_style(self.segment_length_input) self.segment_length_input.setReadOnly(True) self.segment_length_input.setVisible(False) @@ -796,16 +1375,15 @@ def _cad_placeholder(label: str) -> QFrame: manager_layout.setContentsMargins(12, 10, 12, 10) manager_layout.setSpacing(10) - # Placeholder area for CAD diagram (right) - manager_layout.addWidget(_cad_placeholder("CAD Diagram Placeholder")) - table_row = QWidget() table_row_layout = QHBoxLayout(table_row) table_row_layout.setContentsMargins(0, 0, 0, 0) table_row_layout.setSpacing(0) - self.segment_table = QTableWidget(0, 5) - self.segment_table.setHorizontalHeaderLabels(["Member ID", "Start (m)", "End (m)", "Length (m)", "Action"]) + manager_cfg = self._schema_config("segment_manager") + table_headers = manager_cfg.get("table_headers") or ["Member ID", "Start (m)", "End (m)", "Length (m)", "Action"] + self.segment_table = QTableWidget(0, len(table_headers)) + self.segment_table.setHorizontalHeaderLabels([str(v) for v in table_headers]) self.segment_table.horizontalHeader().setVisible(True) self.segment_table.verticalHeader().setVisible(False) self.segment_table.horizontalHeader().setSectionResizeMode(0, QHeaderView.Stretch) @@ -813,7 +1391,7 @@ def _cad_placeholder(label: str) -> QFrame: self.segment_table.horizontalHeader().setSectionResizeMode(2, QHeaderView.Stretch) self.segment_table.horizontalHeader().setSectionResizeMode(3, QHeaderView.Stretch) self.segment_table.horizontalHeader().setSectionResizeMode(4, QHeaderView.Fixed) - self.segment_table.setColumnWidth(4, 132) + self.segment_table.setColumnWidth(4, int(manager_cfg.get("action_column_width", 132))) self.segment_table.horizontalHeader().setMinimumHeight(34) self.segment_table.verticalHeader().setDefaultSectionSize(38) self.segment_table.verticalHeader().setMinimumSectionSize(34) @@ -851,6 +1429,44 @@ def _cad_placeholder(label: str) -> QFrame: manager_layout.addWidget(table_row) + # Top dedicated CAD section with view switch buttons. + top_cad_box = self._create_inner_box() + top_cad_layout = QHBoxLayout(top_cad_box) + top_cad_layout.setContentsMargins(12, 10, 12, 10) + top_cad_layout.setSpacing(12) + + self.girder_cad_view = _GirderCad2DView() + top_cad_layout.addWidget(self.girder_cad_view, 1) + + view_switch_col = QVBoxLayout() + view_switch_col.setContentsMargins(0, 0, 0, 0) + view_switch_col.setSpacing(8) + + cad_cfg = self._schema_config("cad_view") + button_defs = cad_cfg.get("buttons") or [] + cross_def = next((b for b in button_defs if str(b.get("mode")) == "cross"), {}) + side_def = next((b for b in button_defs if str(b.get("mode")) == "side"), {}) + + self.cross_section_view_btn = QPushButton(str(cross_def.get("label") or "Cross Section")) + self.cross_section_view_btn.setCheckable(True) + self.cross_section_view_btn.setFixedWidth(int(cross_def.get("width", 130))) + self.cross_section_view_btn.setFixedHeight(int(cross_def.get("height", 32))) + + self.side_view_btn = QPushButton(str(side_def.get("label") or "Side View")) + self.side_view_btn.setCheckable(True) + self.side_view_btn.setFixedWidth(int(side_def.get("width", 130))) + self.side_view_btn.setFixedHeight(int(side_def.get("height", 32))) + + self.cross_section_view_btn.clicked.connect(lambda _checked: self._set_girder_cad_view_mode("cross")) + self.side_view_btn.clicked.connect(lambda _checked: self._set_girder_cad_view_mode("side")) + + view_switch_col.addWidget(self.cross_section_view_btn) + view_switch_col.addWidget(self.side_view_btn) + view_switch_col.addStretch(1) + top_cad_layout.addLayout(view_switch_col) + + self._set_girder_cad_view_mode("side") + # Remove local add to layout, we will build the grid at the end # outer.addWidget(left_panel, 1) # outer.addWidget(manager_box, 1) @@ -863,8 +1479,12 @@ def _cad_placeholder(label: str) -> QFrame: self._on_span_changed(self.span_combo.currentText()) self._on_girder_changed(self._current_girder) - outer.addWidget(left_panel, 0, 0) - outer.addWidget(manager_box, 0, 1) + # Row 0: CAD + view switching controls (spans full width). + outer.addWidget(top_cad_box, 0, 0, 1, 2) + + # Row 1: details and member table. + outer.addWidget(left_panel, 1, 0) + outer.addWidget(manager_box, 1, 1) # Build Section Properties (Inputs + Preview) inline with the grid layout # for perfect vertical alignment of left/right columns. @@ -880,8 +1500,8 @@ def _cad_placeholder(label: str) -> QFrame: right_col_widget = section_layout.itemAt(1).widget() # Re-parent them to the main card just in case, though adding to layout handles it. - outer.addWidget(left_col_widget, 1, 0) - outer.addWidget(right_col_widget, 1, 1) + outer.addWidget(left_col_widget, 2, 0) + outer.addWidget(right_col_widget, 2, 1) # Set column stretch to match left/right panels (equal width usually) outer.setColumnStretch(0, 1) @@ -906,19 +1526,20 @@ def _migrate_member_state_key(self, girder: str, old_id: str, new_id: str) -> No self._dirty_members.add((girder, new_id)) def _initialize_segment_chain_if_needed(self) -> None: - """Ensure each available girder has at least one segment spanning the total span.""" - total_span = self._get_total_span() or DEFAULT_MEMBER_LENGTH_M + """Seed one full-span segment per girder when no chain exists yet.""" + total_span = self._get_total_span() or self._default_member_length_m if not self.segment_chain: for girder in self.available_girders: self.segment_chain[girder] = [ - {"id": self._make_segment_id(girder, 1), "start": 0.0, "end": float(total_span)}, + {"id": self._make_segment_id(girder, 1), "start": self._default_distance_start_m, "end": float(total_span)}, ] def _ensure_girder_segments(self, girder: str) -> List[Dict[str, float]]: - total_span = self._get_total_span() or DEFAULT_MEMBER_LENGTH_M + """Return canonical segment list for a girder and repair legacy/missing fields.""" + total_span = self._get_total_span() or self._default_member_length_m segments = self.segment_chain.get(girder) if not segments: - segments = [{"id": self._make_segment_id(girder, 1), "start": 0.0, "end": float(total_span)}] + segments = [{"id": self._make_segment_id(girder, 1), "start": self._default_distance_start_m, "end": float(total_span)}] self.segment_chain[girder] = segments # Normalize ids to the requested GxMy format, migrating any stored member-state. @@ -942,7 +1563,7 @@ def _ensure_girder_segments(self, girder: str) -> List[Dict[str, float]]: # Keep explicit user-entered starts/ends as-is; only fill missing values. if "start" not in segments[0] or segments[0]["start"] is None: - segments[0]["start"] = 0.0 + segments[0]["start"] = self._default_distance_start_m for i in range(1, len(segments)): if "start" not in segments[i] or segments[i]["start"] is None: segments[i]["start"] = float(segments[i - 1].get("end", 0.0)) @@ -955,10 +1576,62 @@ def _fmt_m(value: float) -> str: text = f"{value:.3f}".rstrip("0").rstrip(".") return text if text else "0" + def _update_girder_cad_view(self, girder: str, segments: Optional[List[Dict[str, float]]] = None, selected_index: Optional[int] = None) -> None: + if not self.girder_cad_view: + return + cad_segments = segments if segments is not None else self._ensure_girder_segments(girder) + self.girder_cad_view.set_view_mode(self._girder_view_mode) + self.girder_cad_view.set_segments(cad_segments) + if not cad_segments: + self.girder_cad_view.set_selected_member("") + return + + idx = self._current_segment_index if selected_index is None else int(selected_index) + idx = max(0, min(idx, len(cad_segments) - 1)) + selected_member_id = str(cad_segments[idx].get("id") or "") + self.girder_cad_view.set_selected_member(selected_member_id) + + def _set_girder_cad_view_mode(self, mode: str) -> None: + normalized = str(mode or "").strip().lower() + if normalized not in {"cross", "side"}: + normalized = "side" + self._girder_view_mode = normalized + + if self.girder_cad_view is not None: + self.girder_cad_view.set_view_mode(normalized) + + is_cross = normalized == "cross" + if self.cross_section_view_btn is not None: + block = self.cross_section_view_btn.blockSignals(True) + self.cross_section_view_btn.setChecked(is_cross) + self.cross_section_view_btn.blockSignals(block) + if self.side_view_btn is not None: + block = self.side_view_btn.blockSignals(True) + self.side_view_btn.setChecked(not is_cross) + self.side_view_btn.blockSignals(block) + + active_style = ( + "QPushButton { background: #f2f2f2; border: 1px solid #4a4a4a; border-radius: 2px; " + "color: #1f1f1f; font-size: 12px; font-weight: 600; }" + "QPushButton:hover { background: #f2f2f2; }" + "QPushButton:pressed { background: #e7e7e7; }" + ) + inactive_style = ( + "QPushButton { background: #ffffff; border: 1px solid #8f8f8f; border-radius: 2px; " + "color: #2f2f2f; font-size: 12px; font-weight: 500; }" + "QPushButton:hover { background: #f5f5f5; }" + "QPushButton:pressed { background: #ececec; }" + ) + if self.cross_section_view_btn is not None: + self.cross_section_view_btn.setStyleSheet(active_style if is_cross else inactive_style) + if self.side_view_btn is not None: + self.side_view_btn.setStyleSheet(active_style if not is_cross else inactive_style) + def _refresh_segment_list(self, girder: str) -> None: + segments = self._ensure_girder_segments(girder) + self._update_girder_cad_view(girder, segments, self._current_segment_index) if not self.segment_table: return - segments = self._ensure_girder_segments(girder) self.segment_table.blockSignals(True) try: # Hard reset row widgets/items each refresh to avoid stale cell-widgets @@ -1054,50 +1727,84 @@ def _update_segment_action_row_highlight(self, current_row: int | None = None) - def _create_segment_action_widget(self, row: int, can_remove: bool) -> QWidget: container = QWidget() container.setObjectName("segmentActionCell") - container.setFixedWidth(118) + container.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Preferred) container.setMinimumHeight(28) container.setMaximumHeight(34) layout = QHBoxLayout(container) - layout.setContentsMargins(0, 2, 0, 2) - layout.setSpacing(6) + layout.setContentsMargins(6, 2, 6, 2) + layout.setSpacing(8) layout.setAlignment(Qt.AlignCenter) container.setStyleSheet("QWidget#segmentActionCell { background: transparent; border: none; }") - add_btn = QPushButton("+") + add_btn = QPushButton("") add_btn.setObjectName("segmentAddBtn") - add_btn.setFixedSize(34, 24) + add_btn.setFixedSize(36, 24) + add_btn.setIcon(self._segment_action_icon("add")) + add_btn.setIconSize(QSize(12, 12)) add_btn.setFocusPolicy(Qt.NoFocus) add_btn.setCursor(Qt.PointingHandCursor) add_btn.setToolTip("Split/Add segment") add_btn.setStyleSheet( - "QPushButton { background-color: #90AF13; color: #111111; border: 1px solid #6f850f; border-radius: 7px; font-weight: 900; font-size: 17px; }" + "QPushButton { background-color: #90AF13; border: 1px solid #6f850f; border-radius: 8px; }" "QPushButton:hover { background-color: #7a9410; }" "QPushButton:pressed { background-color: #6a840d; }" ) add_btn.clicked.connect(lambda _checked=False, r=row: self._on_add_segment_for_row(r)) - remove_btn = QPushButton("−") + remove_btn = QPushButton("") remove_btn.setObjectName("segmentRemoveBtn") - remove_btn.setFixedSize(34, 24) + remove_btn.setFixedSize(36, 24) + remove_btn.setIcon(self._segment_action_icon("remove")) + remove_btn.setIconSize(QSize(12, 12)) remove_btn.setFocusPolicy(Qt.NoFocus) remove_btn.setCursor(Qt.PointingHandCursor) remove_btn.setEnabled(can_remove) remove_btn.setToolTip("Remove this segment" if can_remove else "At least one segment is required") remove_btn.setStyleSheet( - "QPushButton { background-color: #c72626; color: #ffffff; border: 1px solid #8f1c1c; border-radius: 7px; font-weight: 900; font-size: 17px; }" + "QPushButton { background-color: #c72626; border: 1px solid #8f1c1c; border-radius: 8px; }" "QPushButton:hover { background-color: #ae1f1f; }" "QPushButton:pressed { background-color: #991a1a; }" "QPushButton:disabled { background-color: #d6d6d6; color: #8c8c8c; border-color: #d6d6d6; }" ) remove_btn.clicked.connect(lambda _checked=False, r=row: self._on_remove_segment_for_row(r)) - layout.addStretch(1) layout.addWidget(add_btn) - if can_remove: - layout.addWidget(remove_btn) - layout.addStretch(1) + layout.addWidget(remove_btn) return container + def _segment_action_icon(self, kind: str) -> QIcon: + """Return cached crisp +/- icons so button visuals don't depend on font rendering.""" + cache = getattr(self, "_segment_action_icon_cache", None) + if cache is None: + cache = {} + self._segment_action_icon_cache = cache + + key = str(kind or "").strip().lower() + if key in cache: + return cache[key] + + pixmap = QPixmap(12, 12) + pixmap.fill(Qt.transparent) + + painter = QPainter(pixmap) + try: + painter.setRenderHint(QPainter.Antialiasing, False) + painter.setPen(Qt.NoPen) + painter.setBrush(QColor("#ffffff")) + + # Horizontal stroke (common for both plus/minus). + painter.drawRect(1, 5, 10, 2) + + # Vertical stroke only for plus icon. + if key == "add": + painter.drawRect(5, 1, 2, 10) + finally: + painter.end() + + icon = QIcon(pixmap) + cache[key] = icon + return icon + def _on_add_segment_for_row(self, row: int) -> None: if self.segment_table is None: return @@ -1142,15 +1849,15 @@ def _mark_current_member_dirty(self) -> None: return girder, member_id = self._current_member_key() self._dirty_members.add((girder, member_id)) + # Autosave immediately on each state change. + self._commit_current_member_state() def _is_current_member_dirty(self) -> bool: return self._current_member_key() in self._dirty_members def has_unsaved_changes(self) -> bool: - # Show unsaved-warning popups only for the active member the user is - # currently editing. Other member-level dirty flags are handled when - # switching member/girder and should not block unrelated tab switches. - return self._is_current_member_dirty() + # Member state is auto-committed on change. + return False def _commit_current_member_state(self) -> None: girder, member_id = self._current_member_key() @@ -1159,33 +1866,133 @@ def _commit_current_member_state(self) -> None: self._member_state[girder][member_id] = self._capture_member_state() self._dirty_members.discard((girder, member_id)) + def _member_state_bindings(self) -> list[dict]: + if self._member_state_bindings_cache is not None: + return list(self._member_state_bindings_cache) + + # Generalization flow: derive state capture/apply wiring from schema once, + # then reuse cached bindings for capture, apply, and dirty tracking. + bindings: list[dict] = [] + for field_def in GIRDER_DETAILS_SCHEMA.get("section_inputs", []): + field_id = str(field_def.get("id") or "").strip() + if not field_id: + continue + + field_type = str(field_def.get("type") or "").strip().lower() + if field_type == "combo": + bind_name = str(field_def.get("bind") or "").strip() + if bind_name: + bindings.append({ + "state_key": field_id, + "widget_attr": bind_name, + "widget_type": "combo", + }) + continue + + if field_type == "line": + bind_name = str(field_def.get("bind") or "").strip() + if bind_name: + bindings.append({ + "state_key": field_id, + "widget_attr": bind_name, + "widget_type": "line", + }) + continue + + if field_type == "line_with_bounds": + bind_name = str(field_def.get("bind") or "").strip() + bounds_key = str(field_def.get("bounds_key") or "").strip() + if bind_name: + bindings.append({ + "state_key": bounds_key or field_id, + "widget_attr": bind_name, + "widget_type": "line", + "bounds_key": bounds_key or field_id, + }) + continue + + if field_type == "mode_line": + thickness_key = str(field_def.get("thickness_key") or field_id).strip() + bind_mode = str(field_def.get("bind_mode") or "").strip() + bind_value = str(field_def.get("bind_value") or "").strip() + if bind_mode: + bindings.append({ + "state_key": thickness_key, + "widget_attr": bind_mode, + "widget_type": "combo", + }) + if bind_value: + bindings.append({ + "state_key": f"{thickness_key}_value", + "widget_attr": bind_value, + "widget_type": "line", + }) + + self._member_state_bindings_cache = list(bindings) + return list(bindings) + + def _iter_member_state_widgets(self): + for binding in self._member_state_bindings(): + widget = getattr(self, str(binding.get("widget_attr") or ""), None) + if widget is None: + continue + yield binding, widget + + def _read_member_state_input(self, inputs: dict, key: str, default: str = "") -> str: + if not isinstance(inputs, dict): + return default + aliases = self._member_state_aliases().get(key, []) + for candidate in [key, *aliases]: + value = inputs.get(candidate) + if value is None: + continue + if isinstance(value, str): + return value + return str(value) + return default + + def _set_dimension_bounds_from_state(self, inputs: dict, bounds_key: str) -> None: + bounds_value = inputs.get(f"{bounds_key}_bounds") if isinstance(inputs, dict) else None + if not isinstance(bounds_value, dict): + return + + defaults = self._default_dimension_bounds().get( + bounds_key, + {"lower": 0.0, "upper": 0.0, "increment": 0.0}, + ) + self._dimension_bounds[bounds_key] = { + "lower": float(bounds_value.get("lower", defaults.get("lower", 0.0))), + "upper": float(bounds_value.get("upper", defaults.get("upper", 0.0))), + "increment": float(bounds_value.get("increment", defaults.get("increment", 0.0))), + } + def _capture_member_state(self) -> dict: """Capture Section Inputs for the current member (properties are derived).""" - return { - "inputs": { - "design": self.design_combo.currentText() if hasattr(self, "design_combo") else "", - "type": self.type_combo.currentText() if hasattr(self, "type_combo") else "", - "support_type": self.support_type_combo.currentText() if hasattr(self, "support_type_combo") else "", - "symmetry": self.symmetry_combo.currentText() if hasattr(self, "symmetry_combo") else "", - "total_depth": self.total_depth_input.text() if hasattr(self, "total_depth_input") else "", - "top_width": self.top_width_input.text() if hasattr(self, "top_width_input") else "", - "bottom_width": self.bottom_width_input.text() if hasattr(self, "bottom_width_input") else "", - "total_depth_bounds": dict(self._dimension_bounds.get("total_depth") or {}), - "top_width_bounds": dict(self._dimension_bounds.get("top_width") or {}), - "bottom_width_bounds": dict(self._dimension_bounds.get("bottom_width") or {}), - "web_thickness": self.web_thickness_combo.currentText() if hasattr(self, "web_thickness_combo") else "", - "top_thickness": self.top_thickness_combo.currentText() if hasattr(self, "top_thickness_combo") else "", - "bottom_thickness": self.bottom_thickness_combo.currentText() if hasattr(self, "bottom_thickness_combo") else "", - "web_thickness_value": self.web_thickness_value_input.text() if hasattr(self, "web_thickness_value_input") else "", - "top_thickness_value": self.top_thickness_value_input.text() if hasattr(self, "top_thickness_value_input") else "", - "bottom_thickness_value": self.bottom_thickness_value_input.text() if hasattr(self, "bottom_thickness_value_input") else "", - "support_width": self.support_width_input.text() if hasattr(self, "support_width_input") else "", - "is_section": self.is_section_combo.currentText() if hasattr(self, "is_section_combo") else "", - "torsion": self.torsion_combo.currentText() if hasattr(self, "torsion_combo") else "", - "warping": self.warping_combo.currentText() if hasattr(self, "warping_combo") else "", - "web_type": self.web_type_combo.currentText() if hasattr(self, "web_type_combo") else "", - } - } + inputs: dict[str, str | dict] = {} + # Generalization flow: iterate schema-derived bindings instead of + # manually enumerating widgets. + for binding, widget in self._iter_member_state_widgets(): + state_key = str(binding.get("state_key") or "") + if not state_key: + continue + widget_type = str(binding.get("widget_type") or "") + if widget_type == "combo" and isinstance(widget, QComboBox): + inputs[state_key] = widget.currentText() + elif widget_type == "line" and isinstance(widget, QLineEdit): + inputs[state_key] = widget.text() + + bounds_key = str(binding.get("bounds_key") or "").strip() + if bounds_key: + inputs[f"{bounds_key}_bounds"] = dict(self._dimension_bounds.get(bounds_key) or {}) + + # Keep alias keys for backward compatibility payloads. + for state_key, aliases in self._member_state_aliases().items(): + if state_key not in inputs: + continue + for alias in aliases: + inputs.setdefault(alias, inputs[state_key]) + + return {"inputs": inputs} def _apply_member_state(self, state: dict) -> None: # During early init, the overview card triggers segment selection before @@ -1195,63 +2002,25 @@ def _apply_member_state(self, state: dict) -> None: inputs = (state or {}).get("inputs", {}) self._suppress_member_state_updates = True try: - if inputs.get("design"): - self.design_combo.setCurrentText(inputs["design"]) - if inputs.get("type"): - self.type_combo.setCurrentText(inputs["type"]) - if inputs.get("support_type"): - self.support_type_combo.setCurrentText(inputs["support_type"]) - if inputs.get("symmetry"): - self.symmetry_combo.setCurrentText(inputs["symmetry"]) - - self.total_depth_input.setText(inputs.get("total_depth", "")) - self.top_width_input.setText(inputs.get("top_width", "")) - self.bottom_width_input.setText(inputs.get("bottom_width", "")) - - total_depth_bounds = inputs.get("total_depth_bounds") - if isinstance(total_depth_bounds, dict): - self._dimension_bounds["total_depth"] = { - "lower": float(total_depth_bounds.get("lower", 200.0)), - "upper": float(total_depth_bounds.get("upper", 2000.0)), - "increment": float(total_depth_bounds.get("increment", 25.0)), - } + # Generalization flow: apply saved values via the same schema-derived + # bindings used during capture to keep the two paths symmetric. + for binding, widget in self._iter_member_state_widgets(): + state_key = str(binding.get("state_key") or "") + if not state_key: + continue - top_width_bounds = inputs.get("top_width_bounds") - if isinstance(top_width_bounds, dict): - self._dimension_bounds["top_width"] = { - "lower": float(top_width_bounds.get("lower", 100.0)), - "upper": float(top_width_bounds.get("upper", 1000.0)), - "increment": float(top_width_bounds.get("increment", 10.0)), - } + widget_type = str(binding.get("widget_type") or "") + value = self._read_member_state_input(inputs, state_key, default="") - bottom_width_bounds = inputs.get("bottom_width_bounds") - if isinstance(bottom_width_bounds, dict): - self._dimension_bounds["bottom_width"] = { - "lower": float(bottom_width_bounds.get("lower", 100.0)), - "upper": float(bottom_width_bounds.get("upper", 1000.0)), - "increment": float(bottom_width_bounds.get("increment", 10.0)), - } + if widget_type == "combo" and isinstance(widget, QComboBox): + if value: + widget.setCurrentText(value) + elif widget_type == "line" and isinstance(widget, QLineEdit): + widget.setText(value) - if inputs.get("web_thickness"): - self.web_thickness_combo.setCurrentText(inputs["web_thickness"]) - if inputs.get("top_thickness"): - self.top_thickness_combo.setCurrentText(inputs["top_thickness"]) - if inputs.get("bottom_thickness"): - self.bottom_thickness_combo.setCurrentText(inputs["bottom_thickness"]) - - self.web_thickness_value_input.setText(inputs.get("web_thickness_value", "")) - self.top_thickness_value_input.setText(inputs.get("top_thickness_value", "")) - self.bottom_thickness_value_input.setText(inputs.get("bottom_thickness_value", "")) - self.support_width_input.setText(inputs.get("support_width", "")) - - if inputs.get("is_section"): - self.is_section_combo.setCurrentText(inputs["is_section"]) - if inputs.get("torsion"): - self.torsion_combo.setCurrentText(inputs["torsion"]) - if inputs.get("warping"): - self.warping_combo.setCurrentText(inputs["warping"]) - if inputs.get("web_type"): - self.web_type_combo.setCurrentText(inputs["web_type"]) + bounds_key = str(binding.get("bounds_key") or "").strip() + if bounds_key: + self._set_dimension_bounds_from_state(inputs, bounds_key) finally: self._suppress_member_state_updates = False @@ -1262,50 +2031,21 @@ def _apply_member_state(self, state: dict) -> None: def _wire_member_dirty_tracking(self) -> None: """Mark current member dirty when Section Inputs change.""" - def connect_combo(combo: QComboBox) -> None: - combo.currentTextChanged.connect(lambda _t: self._mark_current_member_dirty()) - - def connect_line(line: QLineEdit) -> None: - line.textChanged.connect(lambda _t: self._mark_current_member_dirty()) - - connect_combo(self.design_combo) - connect_combo(self.type_combo) - connect_combo(self.support_type_combo) - connect_combo(self.symmetry_combo) - connect_combo(self.web_thickness_combo) - connect_combo(self.top_thickness_combo) - connect_combo(self.bottom_thickness_combo) - connect_combo(self.is_section_combo) - connect_combo(self.torsion_combo) - connect_combo(self.warping_combo) - connect_combo(self.web_type_combo) - - connect_line(self.total_depth_input) - connect_line(self.top_width_input) - connect_line(self.bottom_width_input) - connect_line(self.web_thickness_value_input) - connect_line(self.top_thickness_value_input) - connect_line(self.bottom_thickness_value_input) - connect_line(self.support_width_input) + # Generalization flow: register change listeners from schema bindings, + # so new fields are auto-tracked without extra wiring code. + for binding, widget in self._iter_member_state_widgets(): + widget_type = str(binding.get("widget_type") or "") + if widget_type == "combo" and isinstance(widget, QComboBox): + widget.currentTextChanged.connect(lambda _t: self._mark_current_member_dirty()) + elif widget_type == "line" and isinstance(widget, QLineEdit): + widget.textChanged.connect(lambda _t: self._mark_current_member_dirty()) def _confirm_switch_if_dirty(self) -> str: - """Return 'save'|'discard'|'cancel' before switching member.""" + """Autosave dirty state and allow switch without prompting.""" if not self._is_current_member_dirty(): return "discard" - _, member_id = self._current_member_key() - box = QMessageBox(self) - box.setIcon(QMessageBox.Warning) - box.setWindowTitle("Unsaved Changes") - box.setText(f"You have unsaved changes for {member_id}. Save before switching?") - box.setStandardButtons(QMessageBox.Save | QMessageBox.Discard | QMessageBox.Cancel) - box.setDefaultButton(QMessageBox.Save) - result = box.exec() - if result == QMessageBox.Save: - return "save" - if result == QMessageBox.Discard: - self._dirty_members.discard(self._current_member_key()) - return "discard" - return "cancel" + self._commit_current_member_state() + return "save" def _refresh_member_id_combo(self) -> None: """Keep the Member ID dropdown in sync with the current girder's segments.""" @@ -1332,28 +2072,9 @@ def _on_member_id_combo_changed(self, index: int) -> None: self._select_segment_index(int(index)) self._last_member_combo_index = int(index) return - # Prompt if user is leaving a dirty member without saving. if int(index) != int(self._current_segment_index): - decision = self._confirm_switch_if_dirty() - if decision == "cancel": - prev = self.member_id_combo.blockSignals(True) - try: - self.member_id_combo.setCurrentIndex(self._last_member_combo_index) - finally: - self.member_id_combo.blockSignals(prev) - return - if decision == "save": + if self._is_current_member_dirty(): self._commit_current_member_state() - # Confirm member-level save immediately (requested UX). - try: - box = QMessageBox(self) - box.setIcon(QMessageBox.Information) - box.setWindowTitle("Saved") - box.setText("Member inputs saved successfully.") - box.setStandardButtons(QMessageBox.Ok) - box.exec() - except Exception: - pass self._select_segment_index(int(index)) self._last_member_combo_index = int(index) @@ -1413,7 +2134,7 @@ def _on_remove_segment_clicked(self) -> None: segments.pop(idx) # Renormalize starts, enforce last end == total span, and re-id sequentially. - total_span = float(self._get_total_span() or DEFAULT_MEMBER_LENGTH_M) + total_span = float(self._get_total_span() or self._default_member_length_m) segments[0]["start"] = 0.0 for i in range(1, len(segments)): segments[i]["start"] = float(segments[i - 1].get("end", 0.0)) @@ -1436,6 +2157,7 @@ def _select_segment_index(self, index: int) -> None: return index = max(0, min(index, len(segments) - 1)) self._current_segment_index = index + self._update_girder_cad_view(self._current_girder, segments, index) if self.segment_table and self.segment_table.rowCount() > index: self.segment_table.blockSignals(True) try: @@ -1571,37 +2293,9 @@ def _on_girder_changed(self, girder: str) -> None: if not girder or girder == getattr(self, "_current_girder", ""): return - # If user is leaving a dirty member, confirm save/discard/cancel. - # This mirrors Member ID switching behavior and ensures dependent tabs - # (e.g., Stiffener Details) see the correct per-member design mode. + # Autosave dirty member state before switching girder. if self._is_current_member_dirty(): - decision = self._confirm_switch_if_dirty() - if decision == "cancel": - # Revert the dropdown selection back to the previous girder. - try: - if self.girder_dropdown is not None: - prev = self.girder_dropdown.blockSignals(True) - try: - old = getattr(self, "_current_girder", "") - idx = self.girder_dropdown.findData(old) - if idx >= 0: - self.girder_dropdown.setCurrentIndex(idx) - finally: - self.girder_dropdown.blockSignals(prev) - except Exception: - pass - return - if decision == "save": - self._commit_current_member_state() - try: - box = QMessageBox(self) - box.setIcon(QMessageBox.Information) - box.setWindowTitle("Saved") - box.setText("Member inputs saved successfully.") - box.setStandardButtons(QMessageBox.Ok) - box.exec() - except Exception: - pass + self._commit_current_member_state() self._current_girder = girder self._refresh_segment_list(girder) @@ -1769,7 +2463,7 @@ def _on_distance_end_changed(self): self._load_segment_details(girder, idx) return - total_span = float(self._get_total_span() or DEFAULT_MEMBER_LENGTH_M) + total_span = float(self._get_total_span() or self._default_member_length_m) start = float(current.get("start", 0.0)) old_end = float(current.get("end", start)) @@ -1857,162 +2551,8 @@ def _build_section_card(self): self.member_id_combo.currentIndexChanged.connect(self._on_member_id_combo_changed) row = self._add_box_row(inputs_grid, 0, "Member ID:", self.member_id_combo) - # Hidden design combo to maintain compatibility with existing logic - self.design_combo = QComboBox() - self.design_combo.addItems(VALUES_GIRDER_DESIGN_MODE) - self.design_combo.hide() - - self.type_combo = QComboBox() - self.type_combo.addItems(VALUES_GIRDER_TYPE) - apply_field_style(self.type_combo) - self._set_field_width(self.type_combo) - row = self._add_box_row(inputs_grid, row, "Type:", self.type_combo) - - self.symmetry_combo = QComboBox() - self.symmetry_combo.addItems(VALUES_GIRDER_SYMMETRY) - apply_field_style(self.symmetry_combo) - self._set_field_width(self.symmetry_combo) - row = self._add_box_row(inputs_grid, row, "Symmetry:", self.symmetry_combo, self.symmetry_row) - - self.support_type_combo = QComboBox() - self.support_type_combo.addItems(VALUES_GIRDER_SUPPORT_TYPE) - apply_field_style(self.support_type_combo) - self._set_field_width(self.support_type_combo) - - self.total_depth_widget, self.total_depth_input, self.total_depth_bounds_button = self._create_dimension_input_widget("total_depth") - row = self._add_box_row( - inputs_grid, - row, - "Total Depth (d, mm):", - self.total_depth_widget, - self.welded_rows, - ) - - self.web_thickness_combo = QComboBox() - self.web_thickness_combo.addItems(VALUES_PROFILE_SCOPE) - apply_field_style(self.web_thickness_combo) - self._set_field_width(self.web_thickness_combo, 180) - - self.web_thickness_value_input = self._create_line_edit() - self._set_field_width(self.web_thickness_value_input, 78) - self.web_thickness_value_input.setValidator(QDoubleValidator(0.0, 1e12, 3, self.web_thickness_value_input)) - - self.web_thickness_widget = self._create_mode_value_widget(self.web_thickness_combo, self.web_thickness_value_input) - self.web_thickness_value_combo = self._attach_thickness_value_dropdown( - self.web_thickness_widget, - self.web_thickness_value_input, - "web_thickness", - ) - row = self._add_box_row( - inputs_grid, - row, - "Web Thickness (wt, mm):", - self.web_thickness_widget, - self.welded_rows, - ) - - self.top_width_widget, self.top_width_input, self.top_width_bounds_button = self._create_dimension_input_widget("top_width") - row = self._add_box_row( - inputs_grid, - row, - "Width of Top Flange (tfw, mm):", - self.top_width_widget, - self.welded_rows, - ) - - self.top_thickness_combo = QComboBox() - self.top_thickness_combo.addItems(VALUES_PROFILE_SCOPE) - apply_field_style(self.top_thickness_combo) - self._set_field_width(self.top_thickness_combo, 180) - - self.top_thickness_value_input = self._create_line_edit() - self._set_field_width(self.top_thickness_value_input, 78) - self.top_thickness_value_input.setValidator(QDoubleValidator(0.0, 1e12, 3, self.top_thickness_value_input)) - - self.top_thickness_widget = self._create_mode_value_widget(self.top_thickness_combo, self.top_thickness_value_input) - self.top_thickness_value_combo = self._attach_thickness_value_dropdown( - self.top_thickness_widget, - self.top_thickness_value_input, - "top_thickness", - ) - row = self._add_box_row( - inputs_grid, - row, - "Top Flange Thickness (tft, mm):", - self.top_thickness_widget, - self.welded_rows, - ) - - self.bottom_width_widget, self.bottom_width_input, self.bottom_width_bounds_button = self._create_dimension_input_widget("bottom_width") - row = self._add_box_row( - inputs_grid, - row, - "Width of Bottom Flange (bfw, mm):", - self.bottom_width_widget, - self.welded_rows, - ) - - self.bottom_thickness_combo = QComboBox() - self.bottom_thickness_combo.addItems(VALUES_PROFILE_SCOPE) - apply_field_style(self.bottom_thickness_combo) - self._set_field_width(self.bottom_thickness_combo, 180) - - self.bottom_thickness_value_input = self._create_line_edit() - self._set_field_width(self.bottom_thickness_value_input, 78) - self.bottom_thickness_value_input.setValidator(QDoubleValidator(0.0, 1e12, 3, self.bottom_thickness_value_input)) - - self.bottom_thickness_widget = self._create_mode_value_widget(self.bottom_thickness_combo, self.bottom_thickness_value_input) - self.bottom_thickness_value_combo = self._attach_thickness_value_dropdown( - self.bottom_thickness_widget, - self.bottom_thickness_value_input, - "bottom_thickness", - ) - row = self._add_box_row( - inputs_grid, - row, - "Bottom Flange Thickness (bft, mm):", - self.bottom_thickness_widget, - self.welded_rows, - ) - - self.support_width_input = self._create_line_edit() - self.support_width_input.setValidator(QDoubleValidator(0.0, 1e12, 3, self.support_width_input)) - row = self._add_box_row( - inputs_grid, - row, - "Support Type:", - self.support_type_combo, - self.welded_rows, - ) - row = self._add_box_row( - inputs_grid, - row, - "Support Width (mm):", - self.support_width_input, - self.welded_rows, - ) - - self.is_section_combo = QComboBox() - self._populate_rolled_section_combo() - apply_field_style(self.is_section_combo) - self._set_field_width(self.is_section_combo) - self._add_box_row(inputs_grid, row, "IS Section:", self.is_section_combo, self.rolled_rows) - - # Append restraint/web fields into the same Section Inputs box (no extra frame / spacing). - self.torsion_combo = QComboBox() - apply_field_style(self.torsion_combo) - self._set_field_width(self.torsion_combo) - row = self._add_box_row(inputs_grid, row + 1, "Torsional Restraint:", self.torsion_combo) - - self.warping_combo = QComboBox() - apply_field_style(self.warping_combo) - self._set_field_width(self.warping_combo) - row = self._add_box_row(inputs_grid, row, "Warping Restraint:", self.warping_combo) - - self.web_type_combo = QComboBox() - apply_field_style(self.web_type_combo) - self._set_field_width(self.web_type_combo) - self._add_box_row(inputs_grid, row, "Web Type*:", self.web_type_combo, self.web_type_row) + for field_def in GIRDER_DETAILS_SCHEMA.get("section_inputs", []): + row = self._build_section_input_from_schema(inputs_grid, row, field_def) section_inputs_layout.addLayout(inputs_grid) # Prevent the grid rows from stretching vertically (which creates large blank bands @@ -2029,6 +2569,7 @@ def _build_section_card(self): right_column_layout = QVBoxLayout(right_column) right_column_layout.setContentsMargins(0, 0, 0, 0) right_column_layout.setSpacing(10) + self._right_details_column = right_column # Dynamic image box image_box = self._create_inner_box() @@ -2138,14 +2679,17 @@ def _create_card_frame(self): frame.setStyleSheet("QFrame#girderCard { background-color: white; border: 1px solid #cfcfcf; border-radius: 10px; }") return frame + def _normalize_label_text(self, text: str) -> str: + return str(text or "").rstrip(": ") + def _create_label(self, text): - label = QLabel(text) + label = QLabel(self._normalize_label_text(text)) label.setStyleSheet("font-size: 12px; color: #2f2f2f; font-weight: 600; background: transparent;") label.setAutoFillBackground(False) return label def _create_small_label(self, text): - label = QLabel(text) + label = QLabel(self._normalize_label_text(text)) label.setStyleSheet("font-size: 10px; color: #5a5a5a; background: transparent;") label.setAutoFillBackground(False) return label @@ -2169,8 +2713,9 @@ def _create_mode_value_widget(self, mode_combo: QComboBox, value_input: QLineEdi return widget def _attach_thickness_value_dropdown(self, wrapper: QWidget, value_input: QLineEdit, field_key: str) -> QComboBox: + """Attach hidden schema-backed thickness dropdown used in custom mode.""" combo = QComboBox() - combo.addItems(SAIL_APPROVED_THICKNESS_VALUES) + combo.addItems(self._thickness_values) apply_field_style(combo) combo.setVisible(False) self._set_field_width(combo, 180) @@ -2185,6 +2730,7 @@ def _attach_thickness_value_dropdown(self, wrapper: QWidget, value_input: QLineE return combo def _sync_thickness_value_dropdown(self, field_key: str) -> None: + """Sync dropdown selection from text input and enforce valid first value.""" value_input = getattr(self, f"{field_key}_value_input", None) value_combo = getattr(self, f"{field_key}_value_combo", None) if value_input is None or value_combo is None: @@ -2195,12 +2741,16 @@ def _sync_thickness_value_dropdown(self, field_key: str) -> None: first = selected[0] else: parsed = str(value_input.text() or "").strip() - if parsed in SAIL_APPROVED_THICKNESS_VALUES: + if parsed in self._thickness_values: first = parsed - if not first: - first = SAIL_APPROVED_THICKNESS_VALUES[0] + + if not first and self._thickness_values: + first = self._thickness_values[0] value_input.setText(first) + if not self._thickness_values: + return + prev = value_combo.blockSignals(True) try: idx = value_combo.findText(first, Qt.MatchFixedString) @@ -2209,8 +2759,9 @@ def _sync_thickness_value_dropdown(self, field_key: str) -> None: value_combo.blockSignals(prev) def _parse_selected_thickness_values(self, text: str) -> List[str]: + """Parse comma-separated thickness text and keep only allowed schema values.""" chunks = [c.strip() for c in str(text or "").split(",") if str(c).strip()] - return [v for v in chunks if v in SAIL_APPROVED_THICKNESS_VALUES] + return [v for v in chunks if v in self._thickness_values] def _on_thickness_mode_changed(self, field_key: str, _text: str) -> None: self._update_thickness_value_enabled_state() @@ -2227,11 +2778,12 @@ def _on_thickness_mode_changed(self, field_key: str, _text: str) -> None: return is_welded = (self.type_combo.currentText() or "").strip().lower() == "welded" - is_custom_design = (self.design_combo.currentText() or "").strip().lower() == "customized" + is_custom_design = (self.design_combo.currentText() or "").strip().lower() in {"custom", "customized"} if is_welded and (not is_custom_design): self._open_thickness_values_dialog(field_key) def _open_thickness_values_dialog(self, field_key: str) -> None: + """Open the picker dialog and persist selected thickness values for a field.""" value_input = getattr(self, f"{field_key}_value_input", None) if value_input is None: return @@ -2242,7 +2794,7 @@ def _open_thickness_values_dialog(self, field_key: str) -> None: "top_thickness": "Select Values: Top Flange Thickness", "bottom_thickness": "Select Values: Bottom Flange Thickness", } - dialog = _ThicknessSelectionDialog(titles.get(field_key, "Select Values"), selected, self) + dialog = _ThicknessSelectionDialog(titles.get(field_key, "Select Values"), selected, self._thickness_values, self) if dialog.exec() != QDialog.Accepted: return @@ -2283,7 +2835,7 @@ def _create_dimension_input_widget(self, field_key: str): return widget, value_input, bounds_button def _update_dimension_field_mode(self) -> None: - is_custom = (self.design_combo.currentText() or "").strip().lower() == "customized" + is_custom = (self.design_combo.currentText() or "").strip().lower() in {"custom", "customized"} is_welded = (self.type_combo.currentText() or "").strip().lower() == "welded" for field_key in ("total_depth", "top_width", "bottom_width"): @@ -2298,7 +2850,7 @@ def _update_dimension_field_mode(self) -> None: bounds_button.setVisible((not show_line_edit) and is_welded) bounds_button.setEnabled((not show_line_edit) and is_welded) - def _default_dimension_bounds(self, field_key: str) -> dict: + def _default_dimension_bounds_for_field(self, field_key: str) -> dict: defaults = { "total_depth": {"lower": 200.0, "upper": 2000.0, "increment": 25.0}, "top_width": {"lower": 100.0, "upper": 1000.0, "increment": 10.0}, @@ -2307,7 +2859,7 @@ def _default_dimension_bounds(self, field_key: str) -> dict: return dict(defaults.get(field_key, {"lower": 0.0, "upper": 0.0, "increment": 0.0})) def _normalized_dimension_bounds(self, field_key: str) -> dict: - defaults = self._default_dimension_bounds(field_key) + defaults = self._default_dimension_bounds_for_field(field_key) current = self._dimension_bounds.get(field_key) or {} out = {} for key in ("lower", "upper", "increment"): @@ -2365,7 +2917,7 @@ def _is_custom_thickness_mode(self, combo: QComboBox) -> bool: def _update_thickness_value_enabled_state(self) -> None: is_welded = self.type_combo.currentText().lower() == "welded" - is_custom_design = self.design_combo.currentText().lower() == "customized" + is_custom_design = self.design_combo.currentText().lower() in {"custom", "customized"} allow_inputs = is_welded and is_custom_design for field_key, mode_combo, value_input, value_combo, wrapper in ( @@ -2396,7 +2948,7 @@ def _update_thickness_value_enabled_state(self) -> None: is_custom_mode = self._is_custom_thickness_mode(mode_combo) - # Customized mode: one-box dropdown only (SAIL values). + # Custom mode: one-box dropdown only (SAIL values). if allow_inputs: if mode_combo.currentText().strip().lower() != "custom": prev = mode_combo.blockSignals(True) @@ -2446,8 +2998,9 @@ def _add_section_row(self, layout, row, text, widget, tracker=None): return row + 1 def _set_field_width(self, widget, width=180): - widget.setMaximumWidth(width) - widget.setMinimumWidth(min(width, 140)) + effective_width = max(int(width), 220) + widget.setMaximumWidth(effective_width) + widget.setMinimumWidth(min(effective_width, 180)) widget.setMinimumHeight(28) widget.setMaximumHeight(40) @@ -2571,13 +3124,15 @@ def _update_member_id_edit_state(self): self._update_distance_field_states() def _on_design_changed(self, text): - is_custom = text.lower() == "customized" + is_custom = (text or "").strip().lower() in {"custom", "customized"} toggle_targets = ( self.type_combo, self.symmetry_combo, ) for widget in toggle_targets: widget.setEnabled(is_custom) + if hasattr(self, "_right_details_column"): + self._right_details_column.setVisible(is_custom) if not is_custom: self._lock_type_to_welded() self._reset_section_state() @@ -2594,7 +3149,7 @@ def _on_support_type_changed(self, support_type: str) -> None: def _apply_type_state(self): is_welded = self.type_combo.currentText().lower() == "welded" - is_custom = self.design_combo.currentText().lower() == "customized" + is_custom = self.design_combo.currentText().lower() in {"custom", "customized"} self._set_row_visibility(self.welded_rows, is_welded) self._set_row_visibility(self.rolled_rows, not is_welded) @@ -2734,8 +3289,56 @@ def _set_line_edit_value(self, line_edit, value): line_edit.setText(text) line_edit.blockSignals(previous_state) + def _legacy_welded_inputs_from_state_inputs(self, inputs: dict) -> dict: + payload: dict[str, object] = {} + if not isinstance(inputs, dict): + return payload + + maps = self._legacy_payload_maps() + for payload_key, input_key in maps.get("welded", {}).items(): + payload[payload_key] = self._read_member_state_input(inputs, input_key, default="") + + for payload_key, bounds_key in maps.get("welded_bounds", {}).items(): + bounds = inputs.get(f"{bounds_key}_bounds") + payload[payload_key] = dict(bounds) if isinstance(bounds, dict) else {} + return payload + + def _legacy_current_member_payload_from_state_inputs(self, inputs: dict) -> dict: + payload: dict[str, str] = {} + if not isinstance(inputs, dict): + return payload + for payload_key, input_key in self._legacy_payload_maps().get("current_member", {}).items(): + payload[payload_key] = self._read_member_state_input(inputs, input_key, default="") + return payload + + def _state_inputs_from_legacy_payload(self, data: dict) -> dict: + if not isinstance(data, dict): + return {} + + inputs: dict[str, object] = {} + maps = self._legacy_payload_maps() + for payload_key, input_key in maps.get("current_member", {}).items(): + value = data.get(payload_key) + if value in (None, ""): + continue + inputs[input_key] = str(value) + + welded_inputs = data.get("welded_inputs") + if isinstance(welded_inputs, dict): + for payload_key, input_key in maps.get("welded", {}).items(): + value = welded_inputs.get(payload_key) + if value in (None, ""): + continue + inputs[input_key] = str(value) + for payload_key, bounds_key in maps.get("welded_bounds", {}).items(): + bounds = welded_inputs.get(payload_key) + if isinstance(bounds, dict): + inputs[f"{bounds_key}_bounds"] = dict(bounds) + + return inputs + def validate_member_properties(self) -> bool: - if self.design_combo.currentText() != "Customized": + if self.design_combo.currentText() != "Custom": return True required_fields = [ (self.total_depth_input, "Total Depth (d, mm)"), @@ -2795,7 +3398,7 @@ def _create_inner_box(self): def _create_small_label(self, text): """Create a smaller label for compact layouts""" - label = QLabel(text) + label = QLabel(self._normalize_label_text(text)) label.setTextFormat(Qt.RichText) label.setStyleSheet(""" QLabel { @@ -2836,9 +3439,9 @@ def _populate_rolled_section_combo(self): self.is_section_combo.addItems(designations) def _configure_restraint_fields(self): - torsion_items = self._constant_items("VALUES_TORSIONAL_RESTRAINT") - warping_items = self._constant_items("VALUES_WARPING_RESTRAINT") - web_type_items = self._constant_items("VALUES_WEB_TYPE") + torsion_items = self._schema_choices("torsional_restraint") + warping_items = self._schema_choices("warping_restraint") + web_type_items = self._schema_choices("web_type") self._reload_combo_items(self.torsion_combo, torsion_items) self._reload_combo_items(self.warping_combo, warping_items) @@ -2852,10 +3455,6 @@ def _reload_combo_items(combo, items): combo.setCurrentIndex(0 if items else -1) combo.blockSignals(block) - @staticmethod - def _constant_items(constant_name): - return list(globals().get(constant_name, [])) - def _update_preview(self): if not hasattr(self, "section_preview"): return @@ -3083,19 +3682,20 @@ def _parse_float(text): return None def set_girder_count(self, count: Optional[int]) -> None: + """Apply external girder-count updates with schema cap and chain reconciliation.""" try: total = int(count) if count is not None else len(self.available_girders) except (TypeError, ValueError): total = len(self.available_girders) - total = max(1, min(MAX_GIRDER_COUNT, total)) + total = max(1, min(self._max_girder_count, total)) self.available_girders = [f"G{i}" for i in range(1, total + 1)] # Prune segment chains for removed girders and initialize new ones. self.segment_chain = {g: segs for g, segs in self.segment_chain.items() if g in self.available_girders} - total_span = float(self._get_total_span() or DEFAULT_MEMBER_LENGTH_M) + total_span = float(self._get_total_span() or self._default_member_length_m) for girder in self.available_girders: if girder not in self.segment_chain: - self.segment_chain[girder] = [{"id": self._make_segment_id(girder, 1), "start": 0.0, "end": total_span}] + self.segment_chain[girder] = [{"id": self._make_segment_id(girder, 1), "start": self._default_distance_start_m, "end": total_span}] # Refresh dropdown if self.girder_dropdown: @@ -3177,14 +3777,14 @@ def _reset_combo(combo: QComboBox, index: int = 0): _reset_combo(self.is_section_combo) # Total span default - self._set_line_edit_value(self.length_input, DEFAULT_MEMBER_LENGTH_M) + self._set_line_edit_value(self.length_input, self._default_member_length_m) # Segment chain defaults: one segment per girder spanning the full span # (only when not preserving segments, or if preserving but chain is empty). if (not preserve_segments) or (not getattr(self, "segment_chain", None)): - total_span = float(self._get_total_span() or DEFAULT_MEMBER_LENGTH_M) + total_span = float(self._get_total_span() or self._default_member_length_m) for girder in self.available_girders: - self.segment_chain[girder] = [{"id": self._make_segment_id(girder, 1), "start": 0.0, "end": total_span}] + self.segment_chain[girder] = [{"id": self._make_segment_id(girder, 1), "start": self._default_distance_start_m, "end": total_span}] elif preserved_segment_chain: # Restore preserved segments after any internal recomputation. self.segment_chain = preserved_segment_chain @@ -3202,11 +3802,7 @@ def _reset_combo(combo: QComboBox, index: int = 0): field.clear() field.blockSignals(previous) - self._dimension_bounds = { - "total_depth": {"lower": 200.0, "upper": 2000.0, "increment": 25.0}, - "top_width": {"lower": 100.0, "upper": 1000.0, "increment": 10.0}, - "bottom_width": {"lower": 100.0, "upper": 1000.0, "increment": 10.0}, - } + self._dimension_bounds = self._default_dimension_bounds() self._refresh_bounds_tooltips() self._on_design_changed(self.design_combo.currentText()) @@ -3258,21 +3854,10 @@ def collect_data(self) -> dict: # Save action marks member edits clean for this session. self._dirty_members.clear() - welded_inputs = { - "total_depth_mm": self.total_depth_input.text().strip(), - "top_flange_width_mm": self.top_width_input.text().strip(), - "bottom_flange_width_mm": self.bottom_width_input.text().strip(), - "total_depth_bounds": dict(self._dimension_bounds.get("total_depth") or {}), - "top_flange_width_bounds": dict(self._dimension_bounds.get("top_width") or {}), - "bottom_flange_width_bounds": dict(self._dimension_bounds.get("bottom_width") or {}), - "web_thickness_mode": self.web_thickness_combo.currentText(), - "top_thickness_mode": self.top_thickness_combo.currentText(), - "bottom_thickness_mode": self.bottom_thickness_combo.currentText(), - "web_thickness_value_mm": self.web_thickness_value_input.text().strip(), - "top_thickness_value_mm": self.top_thickness_value_input.text().strip(), - "bottom_thickness_value_mm": self.bottom_thickness_value_input.text().strip(), - "support_width_mm": self.support_width_input.text().strip(), - } + current_state = self._capture_member_state() + current_inputs = (current_state or {}).get("inputs", {}) + welded_inputs = self._legacy_welded_inputs_from_state_inputs(current_inputs) + current_payload = self._legacy_current_member_payload_from_state_inputs(current_inputs) properties_snapshot = { label: field.text().strip() for label, field in self.section_property_inputs.items() @@ -3291,13 +3876,7 @@ def collect_data(self) -> dict: "distance_end_m": self._parse_float(self.distance_end_input.text()), "total_span_m": self._parse_float(self.length_input.text()), "current_segment": current_segment, - "design_mode": self.design_combo.currentText(), - "girder_type": self.type_combo.currentText(), - "symmetry": self.symmetry_combo.currentText(), - "torsional_restraint": self.torsion_combo.currentText(), - "warping_restraint": self.warping_combo.currentText(), - "web_type": self.web_type_combo.currentText(), - "rolled_section": self.is_section_combo.currentText(), + **current_payload, "welded_inputs": welded_inputs, "segment_chain": { girder: [ @@ -3373,11 +3952,26 @@ def restore_data(self, data: dict) -> None: if self.girder_dropdown is not None: prev = self.girder_dropdown.blockSignals(True) try: - if self.girder_dropdown.findText(self._current_girder) >= 0: - self.girder_dropdown.setCurrentText(self._current_girder) + idx = self.girder_dropdown.findData(self._current_girder) + if idx >= 0: + self.girder_dropdown.setCurrentIndex(idx) finally: self.girder_dropdown.blockSignals(prev) + if not isinstance(member_states, dict): + legacy_inputs = self._state_inputs_from_legacy_payload(data) + if legacy_inputs: + fallback_state = {"inputs": legacy_inputs} + fallback_member_id = "" + current_segment = data.get("current_segment") + if isinstance(current_segment, dict): + fallback_member_id = str(current_segment.get("id") or "").strip() + if not fallback_member_id: + fallback_member_id = str(data.get("member_id") or "").strip() + if not fallback_member_id: + fallback_member_id = self._make_segment_id(self._current_girder, 1) + self._member_state.setdefault(self._current_girder, {})[fallback_member_id] = fallback_state + self._refresh_segment_list(self._current_girder) self._refresh_member_id_combo() @@ -3419,7 +4013,8 @@ def is_member_optimized(self, member_id: str) -> bool: try: current_girder, current_member_id = self._current_member_key() if current_girder == girder and current_member_id == member_id: - return (self.design_combo.currentText() if hasattr(self, "design_combo") else "") == "Optimized" + combo = getattr(self, "design_combo", None) + return isinstance(combo, QComboBox) and combo.currentText() == "Optimized" except Exception: pass @@ -3428,6 +4023,16 @@ def is_member_optimized(self, member_id: str) -> bool: if design: return design == "Optimized" + # Fallback for members not explicitly visited/saved yet. + try: + template = getattr(self, "_default_member_state", None) or {} + default_design = str(((template.get("inputs") or {}).get("design") or "")).strip() + if default_design: + return default_design == "Optimized" + except Exception: + pass + return True + def get_member_section_dimensions(self, member_id: str) -> Optional[dict]: """Return basic section dimensions for the given member. @@ -3498,15 +4103,3 @@ def _compute_section_dimensions_from_inputs(self, inputs: dict) -> Optional[dict "web_thickness_mm": float(outline.get("web_thickness_mm") or 0.0), } return None - - # Fallback: if the member hasn't been visited/saved yet, do NOT inherit - # whatever the currently active member is set to. New/unvisited members - # should behave like the UI default (Optimized) until explicitly changed. - try: - template = getattr(self, "_default_member_state", None) or {} - default_design = str(((template.get("inputs") or {}).get("design") or "")).strip() - if default_design: - return default_design == "Optimized" - except Exception: - pass - return True diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/stiffener_details_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/stiffener_details_tab.py index 7561a4d0f..130d1ed6a 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/stiffener_details_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/sub_tabs/section_properties/stiffener_details_tab.py @@ -5,10 +5,11 @@ from __future__ import annotations -from typing import Dict, Optional +import re +from typing import Dict, List, Optional from PySide6.QtCore import Qt -from PySide6.QtGui import QIntValidator +from PySide6.QtGui import QColor, QIntValidator, QPainter, QPen from PySide6.QtWidgets import ( QComboBox, QFrame, @@ -16,7 +17,6 @@ QHBoxLayout, QLabel, QLineEdit, - QMessageBox, QPushButton, QScrollArea, QSizePolicy, @@ -25,28 +25,458 @@ QWidget, ) -from osdagbridge.core.utils.common import VALUES_YES_NO, VALUES_STIFFENER_DESIGN +from osdagbridge.core.bridge_types.plate_girder.ui_fields_additional_input import STIFFENER_DETAILS_SCHEMA +from osdagbridge.core.utils.common import ( + MIN_BEARING_STIFFENER_SPACING_MM, + SAIL_APPROVED_THICKNESS_VALUES, + STIFFENER_DETAILS_DEFAULTS, +) from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style -OUTSTAND_DEFAULT_TEXT = "NA" -VALUES_BEARING_STIFFENER_COUNT = ["1", "2", "3", "4"] -VALUES_STIFFENER_THICKNESS_MODE = ["All", "Customized"] -VALUES_LONGITUDINAL_STIFFENER = ["No", "Yes and 1 stiffener", "Yes and 2 stiffeners"] +_STIFFENER_DEFAULTS = dict(STIFFENER_DETAILS_DEFAULTS) +MIN_BEARING_SPACING_MM = int(_STIFFENER_DEFAULTS.get("min_bearing_spacing_mm", MIN_BEARING_STIFFENER_SPACING_MM)) + + +class StiffenerCadPreviewWidget(QWidget): + """2D CAD-style stiffener preview driven by per-member stiffener inputs.""" + + # Keep preview colors aligned with the desktop theme palette. + THEME_BG = QColor("#f4f4f4") + THEME_BORDER = QColor("#d0d0d0") + THEME_TEXT = QColor("#333333") + THEME_CANVAS = QColor("#f8f8f8") + THEME_GIRDER = QColor("#d9d9d9") + THEME_FLANGE = QColor("#c9c9c9") + THEME_WEB = QColor("#dcdcdc") + THEME_GIRDER_BORDER = QColor("#3a3a3a") + THEME_SEGMENT_LINE = QColor("#888888") + BEARING_COLOR = QColor("#90AF13") + INTERMEDIATE_COLOR = QColor("#6B7D20") + LONG_COLOR = QColor("#4a4a4a") + + def __init__(self, parent=None): + super().__init__(parent) + self._segments: List[dict] = [] + self._stiffener_by_member: Dict[str, dict] = {} + self._section_dims_by_member: Dict[str, dict] = {} + self._active_member_id: str = "" + self.setMinimumHeight(210) + self.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) + + def set_data( + self, + segments: List[dict], + stiffener_by_member: Dict[str, dict], + active_member_id: str, + section_dims_by_member: Optional[Dict[str, dict]] = None, + ) -> None: + cleaned: List[dict] = [] + for seg in segments or []: + try: + start = float(seg.get("start", 0.0)) + end = float(seg.get("end", 0.0)) + except Exception: + continue + length = max(0.0, end - start) + if length <= 0.0: + continue + cleaned.append( + { + "id": str(seg.get("id") or ""), + "start": start, + "end": end, + "length": length, + } + ) + self._segments = cleaned + self._stiffener_by_member = dict(stiffener_by_member or {}) + self._section_dims_by_member = dict(section_dims_by_member or {}) + self._active_member_id = str(active_member_id or "").strip() + self.update() + + @staticmethod + def _member_girder(member_id: str) -> str: + match = re.match(r"^(G\d+)M\d+$", str(member_id or "").strip()) + return match.group(1) if match else "" + + def _state_for(self, member_id: str) -> dict: + return dict(self._stiffener_by_member.get(str(member_id or "").strip()) or {}) + + def _dims_for(self, member_id: str) -> dict: + return dict(self._section_dims_by_member.get(str(member_id or "").strip()) or {}) + + def _parse_positive_int(self, value) -> Optional[int]: + try: + text = str(value or "").strip() + if not text.isdigit(): + return None + parsed = int(text) + return parsed if parsed > 0 else None + except Exception: + return None + + def _longitudinal_levels(self, mode: str, web_top: float, web_height: float) -> List[float]: + text = str(mode or "").strip().lower() + if "2" in text: + return [web_top + (web_height / 3.0), web_top + (2.0 * web_height / 3.0)] + if "1" in text: + return [web_top + (web_height / 3.0)] + return [] + + def paintEvent(self, _event): # noqa: N802 (Qt naming) + painter = QPainter(self) + painter.setRenderHint(QPainter.Antialiasing, True) + + frame = self.rect().adjusted(6, 6, -6, -6) + painter.fillRect(frame, self.THEME_BG) + painter.setPen(QPen(self.THEME_BORDER, 1.0)) + painter.drawRect(frame) + + draw = frame.adjusted(14, 6, -14, -24) + if draw.width() < 20 or draw.height() < 20: + return + + if not self._segments: + painter.setPen(QPen(self.THEME_TEXT, 1.0)) + painter.drawText(draw, Qt.AlignCenter, "No member segments") + return + + total_length = sum(float(seg.get("length") or 0.0) for seg in self._segments) + if total_length <= 0.0: + painter.setPen(QPen(self.THEME_TEXT, 1.0)) + painter.drawText(draw, Qt.AlignCenter, "Invalid segment lengths") + return + + # Girder strip inside a light themed canvas. + cad_bg = draw.adjusted(0, 14, 0, -8) + painter.fillRect(cad_bg, self.THEME_CANVAS) + + girder_rect = cad_bg.adjusted(14, 18, -14, -18) + painter.fillRect(girder_rect, self.THEME_GIRDER) + + # Draw separate top and bottom flange thickness bands similar to girder CAD. + active_dims = self._dims_for(self._active_member_id) + try: + depth_mm = float(active_dims.get("depth_mm") or 0.0) + top_t_mm = float(active_dims.get("top_flange_thickness_mm") or 0.0) + bot_t_mm = float(active_dims.get("bottom_flange_thickness_mm") or 0.0) + except (TypeError, ValueError): + depth_mm = 0.0 + top_t_mm = 0.0 + bot_t_mm = 0.0 + + if depth_mm > 0.0 and top_t_mm > 0.0 and bot_t_mm > 0.0: + top_flange_px = int(round((top_t_mm / depth_mm) * girder_rect.height())) + bottom_flange_px = int(round((bot_t_mm / depth_mm) * girder_rect.height())) + else: + # Fallback for missing dimensions. + top_flange_px = max(4, int(round(girder_rect.height() * 0.08))) + bottom_flange_px = max(4, int(round(girder_rect.height() * 0.08))) + + # Keep a workable web region even with very thick flanges. + max_each = max(4, int(round(girder_rect.height() * 0.22))) + top_flange_px = min(max_each, max(3, top_flange_px)) + bottom_flange_px = min(max_each, max(3, bottom_flange_px)) + if top_flange_px + bottom_flange_px > girder_rect.height() - 8: + overflow = (top_flange_px + bottom_flange_px) - (girder_rect.height() - 8) + reduce_top = overflow // 2 + reduce_bottom = overflow - reduce_top + top_flange_px = max(3, top_flange_px - reduce_top) + bottom_flange_px = max(3, bottom_flange_px - reduce_bottom) + + flange_x = int(girder_rect.left()) + flange_w = int(girder_rect.width()) + top_flange_y = int(girder_rect.top()) + bottom_flange_y = int(girder_rect.bottom() - bottom_flange_px + 1) + + painter.fillRect(flange_x, top_flange_y, flange_w, int(top_flange_px), self.THEME_FLANGE) + painter.fillRect(flange_x, bottom_flange_y, flange_w, int(bottom_flange_px), self.THEME_FLANGE) + + web_top = girder_rect.top() + top_flange_px + web_bottom = girder_rect.bottom() - bottom_flange_px + if web_bottom < web_top: + web_bottom = web_top + + painter.fillRect( + int(girder_rect.left()), + int(web_top), + int(girder_rect.width()), + int(max(1, web_bottom - web_top + 1)), + self.THEME_WEB, + ) + + painter.setPen(QPen(self.THEME_GIRDER_BORDER, 1.0)) + painter.drawRect(girder_rect) + painter.drawLine(int(girder_rect.left()), int(web_top), int(girder_rect.right()), int(web_top)) + painter.drawLine(int(girder_rect.left()), int(web_bottom), int(girder_rect.right()), int(web_bottom)) + + web_height = max(1.0, web_bottom - web_top) + + # Resolve selected girder from active member (fallback to first segment's girder). + active_girder = self._member_girder(self._active_member_id) + if not active_girder and self._segments: + active_girder = self._member_girder(str(self._segments[0].get("id") or "")) + + px_per_mm = girder_rect.width() / max(1.0, total_length * 1000.0) + + def resolve_bearing_params(seg_state: dict, seg_len_mm: float) -> tuple[int, float, float, float]: + count = self._parse_positive_int(seg_state.get("bearing_stiffeners_each_end")) or 2 + count = max(1, min(8, count)) + custom_spacing_mm = self._parse_positive_int(seg_state.get("bearing_spacing_mm")) + if custom_spacing_mm: + spacing_mm = float(custom_spacing_mm) + else: + spacing_mm = max(MIN_BEARING_SPACING_MM, seg_len_mm / float(count + 1)) + spacing_px = max(8.0, min(24.0, spacing_mm * px_per_mm)) + edge_offset = spacing_px + bearing_zone = edge_offset + ((count - 1) * spacing_px) + 6.0 + return count, spacing_px, edge_offset, bearing_zone + + x = float(girder_rect.left()) + segment_rects: List[dict] = [] + for idx, seg in enumerate(self._segments): + ratio = float(seg["length"]) / total_length + width = girder_rect.width() * ratio + if idx == len(self._segments) - 1: + width = max(1.0, float(girder_rect.right()) - x) + segment_rects.append({"id": seg["id"], "left": x, "right": x + width}) + x += width + + # Draw segment labels close to the girder for better visual association. + label_gap = 4 + label_height = 20 + label_bottom = int(max(draw.top() + label_height, girder_rect.top() - label_gap)) + label_top = int(max(draw.top(), label_bottom - label_height)) + for idx, seg_rect in enumerate(segment_rects): + left = float(seg_rect["left"]) + right = float(seg_rect["right"]) + label_rect = draw.adjusted(0, 0, 0, 0) + label_rect.setTop(label_top) + label_rect.setBottom(label_bottom) + label_rect.setLeft(int(left)) + label_rect.setRight(int(right)) + + seg_id = str(seg_rect["id"] or "") + painter.setPen(QPen(self.THEME_TEXT, 1.0)) + painter.drawText(label_rect, Qt.AlignHCenter | Qt.AlignVCenter, seg_id) + + if idx > 0: + painter.setPen(QPen(self.THEME_SEGMENT_LINE, 1.0)) + painter.drawLine(int(left), int(girder_rect.top()), int(left), int(girder_rect.bottom())) + + # Draw per-segment stiffeners. + for idx, seg_rect in enumerate(segment_rects): + seg_id = str(seg_rect["id"] or "") + seg_state = self._state_for(seg_id) + left = float(seg_rect["left"]) + right = float(seg_rect["right"]) + width = max(1.0, right - left) + is_first = idx == 0 + is_last = idx == len(segment_rects) - 1 + + seg_len_mm = float(self._segments[idx]["length"]) * 1000.0 + left_count = right_count = 0 + left_spacing_px = right_spacing_px = 0.0 + left_offset = right_offset = 0.0 + left_zone = right_zone = 0.0 + if is_first: + left_count, left_spacing_px, left_offset, left_zone = resolve_bearing_params(seg_state, seg_len_mm) + if is_last: + right_count, right_spacing_px, right_offset, right_zone = resolve_bearing_params(seg_state, seg_len_mm) + + seg_girder = self._member_girder(seg_id) + if active_girder and seg_girder and seg_girder != active_girder: + continue + + # Intermediate stiffeners between segment ends as per segment-wise spacing. + include_intermediate = str(seg_state.get("intermediate_stiffener") or "").strip() == "Yes" + spacing_mm = self._parse_positive_int(seg_state.get("intermediate_spacing_mm")) + if include_intermediate and spacing_mm and float(self._segments[idx]["length"]) > 0.0: + seg_len_mm = float(self._segments[idx]["length"]) * 1000.0 + if seg_len_mm > spacing_mm: + painter.setPen(QPen(self.INTERMEDIATE_COLOR, 2.0)) + pos_mm = float(spacing_mm) + while pos_mm < seg_len_mm: + ratio = pos_mm / seg_len_mm + x_pos = left + (ratio * width) + if is_first and x_pos <= (left + left_zone): + pos_mm += float(spacing_mm) + continue + if is_last and x_pos >= (right - right_zone): + pos_mm += float(spacing_mm) + continue + if (x_pos - left) > 3.0 and (right - x_pos) > 3.0: + painter.drawLine(int(x_pos), int(web_top), int(x_pos), int(web_bottom)) + pos_mm += float(spacing_mm) + + # Bearing stiffeners only at first and last member of the selected girder. + # Draw these after intermediate lines so bearing stiffeners remain visible. + painter.setPen(QPen(self.BEARING_COLOR, 2.0)) + if is_first and left_count > 0: + for i in range(left_count): + x_pos = left + left_offset + (i * left_spacing_px) + x_pos = max(left + 2.0, min(right - 2.0, x_pos)) + painter.drawLine(int(x_pos), int(web_top), int(x_pos), int(web_bottom)) + if is_last and right_count > 0: + for i in range(right_count): + x_pos = right - right_offset - (i * right_spacing_px) + x_pos = max(left + 2.0, min(right - 2.0, x_pos)) + painter.drawLine(int(x_pos), int(web_top), int(x_pos), int(web_bottom)) + + # Longitudinal stiffeners by option: none / one at 1/3 / two at 1/3 and 2/3 from top. + long_mode = str(seg_state.get("longitudinal_stiffener") or "") + levels = self._longitudinal_levels(long_mode, web_top, web_height) + if levels: + painter.setPen(QPen(self.LONG_COLOR, 3.0)) + for y_pos in levels: + painter.drawLine(int(left), int(y_pos), int(right), int(y_pos)) class StiffenerDetailsTab(QWidget): """Tab for Stiffener Details with compact layout""" def __init__(self, parent=None): super().__init__(parent) + self._defaults = dict(STIFFENER_DETAILS_DEFAULTS) + self._combo_width = int(self._defaults.get("combo_width", 190) or 190) + self._form_label_width = int(self._defaults.get("form_label_width", 245) or 245) + self._thickness_values = self._schema_thickness_values() + self._schema_state_bindings_cache: Optional[list[dict]] = None self._girder_details_tab = None self._state_by_member: Dict[str, dict] = {} self._active_member_id: Optional[str] = None self._is_loading_ui: bool = False self.init_ui() + def _schema_field(self, field_id: str, section: str = "stiffener_inputs") -> dict: + for field in STIFFENER_DETAILS_SCHEMA.get(section, []): + if str(field.get("id")) == field_id: + return dict(field) + return {} + + def _schema_choices(self, field_id: str, section: str = "stiffener_inputs") -> list[str]: + field = self._schema_field(field_id, section) + return [str(choice) for choice in field.get("choices") or []] + + def _schema_label(self, field_id: str, section: str = "stiffener_inputs", fallback: str = "") -> str: + field = self._schema_field(field_id, section) + return str(field.get("label") or fallback) + + def _schema_thickness_values(self) -> list[str]: + return [str(v).strip() for v in SAIL_APPROVED_THICKNESS_VALUES if str(v).strip()] + + def _schema_default(self, key: str, fallback: str = "") -> str: + return str(self._defaults.get(key, fallback)) + + def _schema_fields(self, section: str) -> list[dict]: + return [dict(field) for field in STIFFENER_DETAILS_SCHEMA.get(section, []) if isinstance(field, dict)] + + def _schema_state_bindings(self) -> list[dict]: + if self._schema_state_bindings_cache is not None: + return [dict(entry) for entry in self._schema_state_bindings_cache] + + bindings: list[dict] = [] + for section in ("stiffener_inputs", "web_buckling_inputs"): + for field in self._schema_fields(section): + field_id = str(field.get("id") or "").strip() + if not field_id: + continue + + field_type = str(field.get("type") or "").strip().lower() + if field_type == "mode_value": + bind_mode = str(field.get("bind_mode") or "").strip() + bind_value = str(field.get("bind_value") or "").strip() + if bind_mode: + bindings.append( + { + "state_key": f"{field_id}_mode", + "bind": bind_mode, + "kind": "mode", + "field_id": field_id, + } + ) + if bind_value: + bindings.append( + { + "state_key": f"{field_id}_value", + "bind": bind_value, + "kind": "thickness", + "field_id": field_id, + } + ) + continue + + bind = str(field.get("bind") or "").strip() + if bind: + bindings.append( + { + "state_key": field_id, + "bind": bind, + "kind": field_type, + "field_id": field_id, + } + ) + + self._schema_state_bindings_cache = [dict(entry) for entry in bindings] + return [dict(entry) for entry in bindings] + + def _schema_default_for_state_key(self, state_key: str, *, fallback: str = "") -> str: + if state_key in self._defaults: + return str(self._defaults.get(state_key, fallback)) + if state_key.endswith("_mode"): + return "All" + if state_key.endswith("_value"): + return self._thickness_values[0] if self._thickness_values else "" + return str(fallback) + + def _get_state_widget_value(self, binding: dict) -> str: + widget = getattr(self, str(binding.get("bind") or ""), None) + if widget is None: + return "" + if isinstance(widget, QComboBox): + value = widget.currentText() + elif isinstance(widget, QLineEdit): + value = widget.text().strip() + else: + return "" + + kind = str(binding.get("kind") or "").strip().lower() + if kind == "mode": + return self._normalize_thickness_mode(value) + if kind == "thickness": + return self._normalize_sail_value(value) + return str(value) + + def _set_state_widget_value(self, binding: dict, state: dict) -> None: + widget = getattr(self, str(binding.get("bind") or ""), None) + if widget is None: + return + + key = str(binding.get("state_key") or "").strip() + if not key: + return + raw_value = state.get(key, self._schema_default_for_state_key(key)) + kind = str(binding.get("kind") or "").strip().lower() + value = str(raw_value) + if kind == "mode": + value = self._normalize_thickness_mode(value) + elif kind == "thickness": + value = self._normalize_sail_value(value) + + if isinstance(widget, QComboBox): + widget.setCurrentText(value) + elif isinstance(widget, QLineEdit): + widget.setText(value) + + def _apply_line_validator(self, widget: QLineEdit, validator: dict | None) -> None: + validator = validator if isinstance(validator, dict) else {} + if str(validator.get("type") or "").strip().lower() != "int_range": + return + bottom = int(validator.get("bottom", -2147483648)) + top = int(validator.get("top", 2147483647)) + widget.setValidator(QIntValidator(bottom, top, widget)) + def init_ui(self): - combo_width = 190 # keep all combo boxes strictly same width - self._form_label_width = 245 + combo_width = self._combo_width main_layout = QVBoxLayout(self) main_layout.setContentsMargins(0, 0, 0, 0) @@ -55,11 +485,9 @@ def init_ui(self): scroll = QScrollArea() scroll.setWidgetResizable(True) scroll.setFrameShape(QFrame.NoFrame) + scroll.setVerticalScrollBarPolicy(Qt.ScrollBarAsNeeded) scroll.setHorizontalScrollBarPolicy(Qt.ScrollBarAlwaysOff) - scroll.setStyleSheet( - "QScrollArea { border: none; background: transparent; }" - "QScrollArea > QWidget > QWidget { background: transparent; }" - ) + scroll.setStyleSheet("QScrollArea { border: none; background: transparent; }") main_layout.addWidget(scroll) container = QWidget() @@ -86,7 +514,7 @@ def init_ui(self): girder_row.setContentsMargins(0, 0, 0, 0) girder_row.setSpacing(10) - girder_label = QLabel("Select Member ID:") + girder_label = QLabel(self._normalize_label_text(self._schema_label("member_id", "overview", "Select Member ID:"))) girder_label.setStyleSheet("font-size: 11px; font-weight: 600; color: #3a3a3a; border: none;") girder_row.addWidget(girder_label) @@ -115,7 +543,9 @@ def init_ui(self): left_layout.addLayout(action_row) stiffener_heading = QLabel("Stiffener Inputs") - stiffener_heading.setStyleSheet("font-size: 11px; font-weight: 700; color: #000000; border: none; margin-top: 4px;") + stiffener_heading.setIndent(0) + stiffener_heading.setContentsMargins(0, 0, 0, 0) + stiffener_heading.setStyleSheet("font-size: 11px; font-weight: 700; color: #000000; border: none;") left_layout.addWidget(stiffener_heading) inputs_grid = QGridLayout() @@ -125,89 +555,7 @@ def init_ui(self): inputs_grid.setColumnMinimumWidth(0, self._form_label_width) inputs_grid.setColumnStretch(0, 0) inputs_grid.setColumnStretch(1, 1) - - self.bearing_count_combo = QComboBox() - self.bearing_count_combo.addItems(VALUES_BEARING_STIFFENER_COUNT) - apply_field_style(self.bearing_count_combo) - self.bearing_count_combo.setFixedWidth(combo_width) - self.bearing_count_combo.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) - row = self._add_form_row( - inputs_grid, - 0, - "No. of Bearing Stiffeners at each end\n(on one side only):", - self.bearing_count_combo, - ) - - self.bearing_thick_combo = QComboBox() - self.bearing_thick_combo.addItems(VALUES_STIFFENER_THICKNESS_MODE) - apply_field_style(self.bearing_thick_combo) - self.bearing_thick_combo.setFixedWidth(combo_width) - self.bearing_thick_combo.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) - row = self._add_form_row(inputs_grid, row, "Bearing Stiffener Thickness (mm):", self.bearing_thick_combo) - - self.bearing_outstand_input = QTextEdit() - self.bearing_outstand_input.setReadOnly(True) - self.bearing_outstand_input.setText(OUTSTAND_DEFAULT_TEXT) - self.bearing_outstand_input.setFixedHeight(28) - self.bearing_outstand_input.setFixedWidth(combo_width) - self.bearing_outstand_input.setVerticalScrollBarPolicy(Qt.ScrollBarAlwaysOff) - self.bearing_outstand_input.setHorizontalScrollBarPolicy(Qt.ScrollBarAlwaysOff) - self.bearing_outstand_input.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) - self.bearing_outstand_input.setStyleSheet( - "QTextEdit { border: 1px solid #d0d0d0; border-radius: 6px; background: #ffffff; " - "color: #5b5b5b; font-size: 11px; }" - ) - row = self._add_form_row(inputs_grid, row, "Outstand of Bearing Stiffener (mm):", self.bearing_outstand_input) - - self.intermediate_combo = QComboBox() - self.intermediate_combo.addItems(VALUES_YES_NO) - apply_field_style(self.intermediate_combo) - self.intermediate_combo.setFixedWidth(combo_width) - self.intermediate_combo.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) - row = self._add_form_row(inputs_grid, row, "Intermediate Stiffener:", self.intermediate_combo) - - self.intermediate_spacing_input = QLineEdit() - self.intermediate_spacing_input.setValidator(QIntValidator(1, 10**9, self.intermediate_spacing_input)) - apply_field_style(self.intermediate_spacing_input) - self.intermediate_spacing_input.setPlaceholderText("NA") - self.intermediate_spacing_input.setFixedWidth(combo_width) - self.intermediate_spacing_input.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) - row = self._add_form_row(inputs_grid, row, "Intermediate Stiffener Spacing:", self.intermediate_spacing_input) - - self.intermediate_thick_combo = QComboBox() - self.intermediate_thick_combo.addItems(VALUES_STIFFENER_THICKNESS_MODE) - apply_field_style(self.intermediate_thick_combo) - self.intermediate_thick_combo.setFixedWidth(combo_width) - self.intermediate_thick_combo.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) - row = self._add_form_row(inputs_grid, row, "Intermediate Stiffener Thickness (mm):", self.intermediate_thick_combo) - - self.intermediate_outstand_input = QTextEdit() - self.intermediate_outstand_input.setReadOnly(True) - self.intermediate_outstand_input.setText(OUTSTAND_DEFAULT_TEXT) - self.intermediate_outstand_input.setFixedHeight(28) - self.intermediate_outstand_input.setFixedWidth(combo_width) - self.intermediate_outstand_input.setVerticalScrollBarPolicy(Qt.ScrollBarAlwaysOff) - self.intermediate_outstand_input.setHorizontalScrollBarPolicy(Qt.ScrollBarAlwaysOff) - self.intermediate_outstand_input.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) - self.intermediate_outstand_input.setStyleSheet( - "QTextEdit { border: 1px solid #d0d0d0; border-radius: 6px; background: #ffffff; " - "color: #5b5b5b; font-size: 11px; }" - ) - row = self._add_form_row(inputs_grid, row, "Outstand of Intermediate Stiffener (mm):", self.intermediate_outstand_input) - - self.longitudinal_combo = QComboBox() - self.longitudinal_combo.addItems(VALUES_LONGITUDINAL_STIFFENER) - apply_field_style(self.longitudinal_combo) - self.longitudinal_combo.setFixedWidth(combo_width) - self.longitudinal_combo.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) - row = self._add_form_row(inputs_grid, row, "Longitudinal Stiffener:", self.longitudinal_combo) - - self.long_thick_combo = QComboBox() - self.long_thick_combo.addItems(VALUES_STIFFENER_THICKNESS_MODE) - apply_field_style(self.long_thick_combo) - self.long_thick_combo.setFixedWidth(combo_width) - self.long_thick_combo.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) - row = self._add_form_row(inputs_grid, row, "Longitudinal Stiffener Thickness (mm):", self.long_thick_combo) + self._build_stiffener_inputs_from_schema(inputs_grid, combo_width) left_layout.addLayout(inputs_grid) @@ -220,13 +568,7 @@ def init_ui(self): buckling_grid.setHorizontalSpacing(12) buckling_grid.setVerticalSpacing(10) buckling_grid.setColumnMinimumWidth(0, self._form_label_width) - - self.method_combo = QComboBox() - self.method_combo.addItems(VALUES_STIFFENER_DESIGN) - apply_field_style(self.method_combo) - self.method_combo.setFixedWidth(combo_width) - self.method_combo.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) - self._add_form_row(buckling_grid, 0, "Shear Buckling Design Method:", self.method_combo) + self._build_web_buckling_inputs_from_schema(buckling_grid, combo_width) left_layout.addLayout(buckling_grid) @@ -253,8 +595,6 @@ def init_ui(self): card_layout.addWidget(right_column, 3) - container_layout.addWidget(card_frame) - # Dynamic image box image_box = self._create_card_frame() image_layout = QVBoxLayout(image_box) @@ -262,32 +602,79 @@ def init_ui(self): image_layout.setSpacing(8) self.dynamic_image_label = QLabel("Dynamic Image") - self.dynamic_image_label.setAlignment(Qt.AlignCenter) - self.dynamic_image_label.setMinimumHeight(140) - self.dynamic_image_label.setStyleSheet( - "QLabel { border: 1px solid #d8d8d8; border-radius: 8px; background-color: #f8f8f8; " - "font-weight: 600; color: #5b5b5b; font-size: 11px; }" - ) + self.dynamic_image_label.setVisible(False) image_layout.addWidget(self.dynamic_image_label) + + preview_top_row = QWidget() + preview_top_row.setMinimumHeight(240) + preview_top_layout = QHBoxLayout(preview_top_row) + preview_top_layout.setContentsMargins(0, 0, 0, 0) + preview_top_layout.setSpacing(6) + preview_top_layout.setAlignment(Qt.AlignTop) + + self.stiffener_cad_preview = StiffenerCadPreviewWidget() + self.stiffener_cad_preview.setStyleSheet( + "QWidget { border: 1px solid #d8d8d8; border-radius: 8px; background-color: #f8f8f8; }" + ) + preview_top_layout.addWidget(self.stiffener_cad_preview, 3, Qt.AlignTop) + legend_widget = self._create_stiffener_legend_widget() + legend_widget.setMinimumWidth(0) + legend_widget.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) + preview_top_layout.addWidget(legend_widget, 1, Qt.AlignTop) + + image_layout.addWidget(preview_top_row, 0, Qt.AlignTop) + image_layout.addStretch(1) container_layout.addWidget(image_box) + # Input + description card below CAD preview. + container_layout.addWidget(card_frame) + # Signals self.girder_member_combo.currentTextChanged.connect(self._on_member_changed) self.bearing_count_combo.currentTextChanged.connect(self._on_any_input_changed) + self.bearing_spacing_input.textChanged.connect(self._on_any_input_changed) self.bearing_thick_combo.currentTextChanged.connect(self._on_any_input_changed) + self.bearing_thick_combo.currentTextChanged.connect(self._on_thickness_mode_changed) + self.bearing_thick_value_combo.currentTextChanged.connect(self._on_any_input_changed) self.intermediate_combo.currentTextChanged.connect(self._on_intermediate_changed) self.longitudinal_combo.currentTextChanged.connect(self._on_longitudinal_changed) self.intermediate_spacing_input.textChanged.connect(self._on_any_input_changed) self.intermediate_thick_combo.currentTextChanged.connect(self._on_any_input_changed) + self.intermediate_thick_combo.currentTextChanged.connect(self._on_thickness_mode_changed) + self.intermediate_thick_value_combo.currentTextChanged.connect(self._on_any_input_changed) self.long_thick_combo.currentTextChanged.connect(self._on_any_input_changed) + self.long_thick_combo.currentTextChanged.connect(self._on_thickness_mode_changed) + self.long_thick_value_combo.currentTextChanged.connect(self._on_any_input_changed) self.method_combo.currentTextChanged.connect(self._on_any_input_changed) + self.bearing_outstand_input.textChanged.connect(self._on_any_input_changed) + self.intermediate_outstand_input.textChanged.connect(self._on_any_input_changed) self.apply_to_all_btn.clicked.connect(self._apply_current_to_all_members) # Defaults self._on_intermediate_changed(self.intermediate_combo.currentText()) self._on_longitudinal_changed(self.longitudinal_combo.currentText()) + self._update_thickness_value_enabled_state(self._active_member_id or "") self.refresh_girder_members() + self._update_dynamic_cad_preview() + + def _set_field_width(self, widget: QWidget, width: int = 190) -> None: + widget.setMaximumWidth(width) + widget.setMinimumWidth(width) + widget.setMinimumHeight(28) + widget.setMaximumHeight(40) + + def _create_mode_value_widget(self, mode_combo: QComboBox, value_combo: QComboBox) -> QWidget: + wrapper = QWidget() + wrapper.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + self._set_field_width(wrapper, 190) + + layout = QHBoxLayout(wrapper) + layout.setContentsMargins(0, 0, 0, 0) + layout.setSpacing(0) + layout.addWidget(mode_combo) + layout.addWidget(value_combo) + return wrapper def _create_card_frame(self): card = QFrame() @@ -296,8 +683,54 @@ def _create_card_frame(self): ) return card + def _create_stiffener_legend_widget(self) -> QWidget: + legend = QFrame() + legend.setMinimumWidth(180) + legend.setStyleSheet( + "QFrame { border: 1px solid #d8d8d8; border-radius: 8px; background-color: #ffffff; }" + ) + + layout = QVBoxLayout(legend) + layout.setContentsMargins(10, 10, 10, 10) + layout.setSpacing(8) + + title = QLabel("Legend") + title.setStyleSheet("font-size: 11px; font-weight: 700; color: #333333; border: none;") + layout.addWidget(title) + + items = [ + ("Bearing stiffener", StiffenerCadPreviewWidget.BEARING_COLOR), + ("Intermediate stiffener", StiffenerCadPreviewWidget.INTERMEDIATE_COLOR), + ("Longitudinal stiffener", StiffenerCadPreviewWidget.LONG_COLOR), + ] + + for text, color in items: + row = QWidget() + row_layout = QHBoxLayout(row) + row_layout.setContentsMargins(0, 0, 0, 0) + row_layout.setSpacing(8) + + swatch = QLabel() + swatch.setFixedSize(22, 10) + swatch.setStyleSheet( + f"QLabel {{ border: 1px solid #777777; border-radius: 2px; background-color: {color.name()}; }}" + ) + + label = QLabel(text) + label.setStyleSheet("font-size: 10px; color: #3a3a3a; border: none;") + + row_layout.addWidget(swatch, 0, Qt.AlignVCenter) + row_layout.addWidget(label, 1, Qt.AlignVCenter) + layout.addWidget(row) + + layout.addStretch(1) + return legend + + def _normalize_label_text(self, text: str) -> str: + return str(text or "").rstrip(": ") + def _create_label(self, text): - label = QLabel(text) + label = QLabel(self._normalize_label_text(text)) label.setStyleSheet("font-size: 11px; color: #3a3a3a; border: none;") label.setWordWrap(True) label_width = int(getattr(self, "_form_label_width", 245) or 245) @@ -321,10 +754,119 @@ def _add_form_row(self, layout, row, text, widget): layout.addWidget(widget, row, 1) return row + 1 + def _build_stiffener_inputs_from_schema(self, inputs_grid: QGridLayout, combo_width: int) -> None: + self._bearing_row_widgets = [] + row = 0 + for field in self._schema_fields("stiffener_inputs"): + row = self._build_stiffener_input_row(inputs_grid, row, field, combo_width) + + def _build_web_buckling_inputs_from_schema(self, buckling_grid: QGridLayout, combo_width: int) -> None: + row = 0 + for field in self._schema_fields("web_buckling_inputs"): + row = self._build_stiffener_input_row(buckling_grid, row, field, combo_width, section="web_buckling_inputs") + + def _line_placeholder_for_field(self, field_def: dict) -> str: + field_id = str(field_def.get("id") or "").strip() + explicit = field_def.get("placeholder") + if explicit is not None: + return str(explicit) + if field_id in {"bearing_outstand_mm", "intermediate_outstand_mm"}: + return self._schema_default("outstand_default_text", "NA") + if field_id == "intermediate_spacing_mm": + return self._schema_default("intermediate_spacing_mm", "NA") + return "" + + def _build_stiffener_input_row( + self, + grid: QGridLayout, + row: int, + field_def: dict, + combo_width: int, + *, + section: str = "stiffener_inputs", + ) -> int: + field_id = str(field_def.get("id") or "").strip() + field_type = str(field_def.get("type") or "").strip().lower() + + widget: QWidget + if field_type in {"combo", "combo_dynamic"}: + combo = QComboBox() + for choice in field_def.get("choices") or []: + combo.addItem(str(choice)) + default = field_def.get("default") + if default is not None: + combo.setCurrentText(str(default)) + apply_field_style(combo) + combo.setFixedWidth(combo_width) + combo.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + bind = str(field_def.get("bind") or "").strip() + if bind: + setattr(self, bind, combo) + widget = combo + + elif field_type == "mode_value": + mode_combo = QComboBox() + for choice in field_def.get("mode_choices") or []: + mode_combo.addItem(str(choice)) + default_mode = field_def.get("default_mode") + if default_mode is not None: + mode_combo.setCurrentText(str(default_mode)) + apply_field_style(mode_combo) + mode_combo.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + self._set_field_width(mode_combo, combo_width) + + value_combo = QComboBox() + value_combo.addItems(self._thickness_values) + apply_field_style(value_combo) + value_combo.setVisible(False) + value_combo.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + self._set_field_width(value_combo, combo_width) + + bind_mode = str(field_def.get("bind_mode") or "").strip() + bind_value = str(field_def.get("bind_value") or "").strip() + if bind_mode: + setattr(self, bind_mode, mode_combo) + if bind_value: + setattr(self, bind_value, value_combo) + + wrapper = self._create_mode_value_widget(mode_combo, value_combo) + widget = wrapper + + else: + line = QLineEdit() + default = field_def.get("default") + if default is not None: + line.setText(str(default)) + self._apply_line_validator(line, field_def.get("validator")) + placeholder = self._line_placeholder_for_field(field_def) + if placeholder: + line.setPlaceholderText(placeholder) + apply_field_style(line) + line.setFixedWidth(combo_width) + line.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) + bind = str(field_def.get("bind") or "").strip() + if bind: + setattr(self, bind, line) + widget = line + + label_text = str(field_def.get("label") or self._schema_label(field_id, section, field_id)) + current_row = row + row = self._add_form_row(grid, row, label_text, widget) + + if field_id.startswith("bearing_"): + label_widget = grid.itemAtPosition(current_row, 0).widget() + self._bearing_row_widgets.append((label_widget, widget)) + if field_id == "bearing_stiffeners_each_end": + self._bearing_count_label_widget = label_widget + self._bearing_count_field_widget = widget + + return row + def bind_girder_details_tab(self, girder_details_tab) -> None: """Bind to the Girder Details tab to populate members and detect optimized members.""" self._girder_details_tab = girder_details_tab self.refresh_girder_members() + self._update_dynamic_cad_preview() def refresh_girder_members(self) -> None: """Refresh the Select Girder Member dropdown from Girder Details segment chains.""" @@ -356,6 +898,7 @@ def refresh_girder_members(self) -> None: # Ensure state exists and UI is synced to the active selection. self._on_member_changed(self.girder_member_combo.currentText()) + self._update_dynamic_cad_preview() def validate(self) -> None: """Validate current stored inputs before saving the dialog.""" @@ -363,6 +906,7 @@ def validate(self) -> None: for member_id, state in self._state_by_member.items(): if self._is_member_optimized(member_id): continue + self._validate_outstand_values(member_id, state) if state.get("intermediate_stiffener") == "Yes": spacing = str(state.get("intermediate_spacing_mm") or "").strip() if not spacing.isdigit() or int(spacing) <= 0: @@ -431,36 +975,43 @@ def showEvent(self, event): # noqa: N802 (Qt naming) self.refresh_girder_members() def _default_member_state(self) -> dict: - return { - "bearing_stiffeners_each_end": "2", - "bearing_thickness_mode": "All", - "bearing_outstand_mm": OUTSTAND_DEFAULT_TEXT, - "intermediate_stiffener": "No", - "intermediate_spacing_mm": "NA", - "intermediate_outstand_mm": OUTSTAND_DEFAULT_TEXT, - "longitudinal_stiffener": "Yes and 1 stiffener", - "intermediate_thickness_mode": "All", - "longitudinal_thickness_mode": "All", - "shear_buckling_method": VALUES_STIFFENER_DESIGN[0] if VALUES_STIFFENER_DESIGN else "", - } + defaults: dict[str, str] = {} + for binding in self._schema_state_bindings(): + key = str(binding.get("state_key") or "").strip() + if not key: + continue + defaults[key] = self._schema_default_for_state_key(key) + + if "shear_buckling_method" not in defaults: + defaults["shear_buckling_method"] = self.method_combo.itemText(0) if self.method_combo.count() else "" + return defaults + + @staticmethod + def _normalize_thickness_mode(value: str) -> str: + text = str(value or "").strip().lower() + if text in {"custom", "customized"}: + return "Custom" + return "All" + + def _normalize_sail_value(self, value: str) -> str: + text = str(value or "").strip() + if text in self._thickness_values: + return text + return self._thickness_values[0] if self._thickness_values else "" def _store_current_member_state(self) -> None: if self._is_loading_ui: return if not self._active_member_id: return - self._state_by_member[self._active_member_id] = { - "bearing_stiffeners_each_end": self.bearing_count_combo.currentText(), - "bearing_thickness_mode": self.bearing_thick_combo.currentText(), - "bearing_outstand_mm": self.bearing_outstand_input.toPlainText().strip(), - "intermediate_stiffener": self.intermediate_combo.currentText(), - "intermediate_spacing_mm": self.intermediate_spacing_input.text().strip(), - "intermediate_outstand_mm": self.intermediate_outstand_input.toPlainText().strip(), - "longitudinal_stiffener": self.longitudinal_combo.currentText(), - "intermediate_thickness_mode": self.intermediate_thick_combo.currentText(), - "longitudinal_thickness_mode": self.long_thick_combo.currentText(), - "shear_buckling_method": self.method_combo.currentText(), - } + state = dict(self._state_by_member.get(self._active_member_id) or self._default_member_state()) + for binding in self._schema_state_bindings(): + key = str(binding.get("state_key") or "").strip() + if not key: + continue + state[key] = self._get_state_widget_value(binding) + self._state_by_member[self._active_member_id] = state + self._update_dynamic_cad_preview() def _load_member_state(self, member_id: str) -> None: # Ensure every member has a state entry. @@ -470,27 +1021,18 @@ def _load_member_state(self, member_id: str) -> None: self._is_loading_ui = True - block_a = self.intermediate_combo.blockSignals(True) - block_b = self.longitudinal_combo.blockSignals(True) - block_c = self.method_combo.blockSignals(True) + blocked_widgets: list[tuple[QWidget, bool]] = [] + for binding in self._schema_state_bindings(): + widget = getattr(self, str(binding.get("bind") or ""), None) + if widget is None or not hasattr(widget, "blockSignals"): + continue + blocked_widgets.append((widget, widget.blockSignals(True))) try: - self.intermediate_combo.setCurrentText(state.get("intermediate_stiffener", "No")) - self.longitudinal_combo.setCurrentText(state.get("longitudinal_stiffener", "Yes and 1 stiffener")) - self.intermediate_thick_combo.setCurrentText(state.get("intermediate_thickness_mode", "All")) - self.long_thick_combo.setCurrentText(state.get("longitudinal_thickness_mode", "All")) - self.method_combo.setCurrentText(state.get("shear_buckling_method", self.method_combo.itemText(0))) - - self.bearing_count_combo.setCurrentText(state.get("bearing_stiffeners_each_end", "2")) - self.bearing_thick_combo.setCurrentText(state.get("bearing_thickness_mode", "All")) - self.bearing_outstand_input.setText(state.get("bearing_outstand_mm", OUTSTAND_DEFAULT_TEXT)) - self.intermediate_outstand_input.setText(state.get("intermediate_outstand_mm", OUTSTAND_DEFAULT_TEXT)) - - # spacing text is managed by _on_intermediate_changed - self.intermediate_spacing_input.setText(str(state.get("intermediate_spacing_mm", "NA"))) + for binding in self._schema_state_bindings(): + self._set_state_widget_value(binding, state) finally: - self.intermediate_combo.blockSignals(block_a) - self.longitudinal_combo.blockSignals(block_b) - self.method_combo.blockSignals(block_c) + for widget, previous in blocked_widgets: + widget.blockSignals(previous) self._is_loading_ui = False self._on_intermediate_changed(self.intermediate_combo.currentText()) @@ -510,6 +1052,7 @@ def _on_member_changed(self, member_id: str) -> None: self._active_member_id = member_id self._load_member_state(member_id) + self._update_dynamic_cad_preview() def _on_any_input_changed(self, *_args) -> None: """Persist UI edits into per-member state as the user types/selects.""" @@ -517,16 +1060,63 @@ def _on_any_input_changed(self, *_args) -> None: def _update_outstand_fields(self, member_id: str) -> None: computed = self._compute_outstand_value(member_id) - value = computed if computed is not None else OUTSTAND_DEFAULT_TEXT + value = computed if computed is not None else "" + + bearing_current = self.bearing_outstand_input.text().strip() + inter_current = self.intermediate_outstand_input.text().strip() + bearing_value = value if bearing_current == "" else bearing_current + inter_value = value if inter_current == "" else inter_current + prev_a = self.bearing_outstand_input.blockSignals(True) prev_b = self.intermediate_outstand_input.blockSignals(True) try: - self.bearing_outstand_input.setText(value) - self.intermediate_outstand_input.setText(value) + self.bearing_outstand_input.setText(bearing_value) + self.intermediate_outstand_input.setText(inter_value) finally: self.bearing_outstand_input.blockSignals(prev_a) self.intermediate_outstand_input.blockSignals(prev_b) + if computed is not None: + state = dict(self._state_by_member.get(member_id) or self._default_member_state()) + if not str(state.get("bearing_outstand_mm") or "").strip(): + state["bearing_outstand_mm"] = computed + if not str(state.get("intermediate_outstand_mm") or "").strip(): + state["intermediate_outstand_mm"] = computed + self._state_by_member[member_id] = state + + def _parse_non_negative_float(self, value: str) -> Optional[float]: + try: + text = str(value or "").strip() + if text == "": + return None + parsed = float(text) + return parsed if parsed >= 0.0 else None + except Exception: + return None + + def _validate_outstand_values(self, member_id: str, state: dict) -> None: + computed = self._compute_outstand_value(member_id) + max_value = None + if computed is not None: + try: + max_value = float(computed) + except (TypeError, ValueError): + max_value = None + + for key, label in ( + ("bearing_outstand_mm", "Outstand of Bearing Stiffener (mm)"), + ("intermediate_outstand_mm", "Outstand of Intermediate Stiffener (mm)"), + ): + raw = str(state.get(key) or "").strip() + parsed = self._parse_non_negative_float(raw) + if parsed is None: + if max_value is not None: + state[key] = f"{max_value:.3f}".rstrip("0").rstrip(".") + continue + if max_value is not None and parsed > max_value: + raise ValueError(f"{label} must be between 0 and {max_value:.3f} for member '{member_id}'.") + + def _compute_outstand_value(self, member_id: str) -> Optional[str]: if self._girder_details_tab is None: return None @@ -580,7 +1170,7 @@ def _on_intermediate_changed(self, text: str) -> None: self._store_current_member_state() def _on_longitudinal_changed(self, text: str) -> None: - is_yes = str(text).strip() == "Yes" + is_yes = str(text).strip().startswith("Yes") if not is_yes: prev_mode = self.long_thick_combo.blockSignals(True) try: @@ -590,6 +1180,48 @@ def _on_longitudinal_changed(self, text: str) -> None: self._refresh_enabled_state(self._active_member_id or "") self._store_current_member_state() + def _is_custom_thickness_mode(self, combo: QComboBox | None) -> bool: + if combo is None: + return False + return (combo.currentText() or "").strip().lower() == "custom" + + def _on_thickness_mode_changed(self, _text: str) -> None: + self._update_thickness_value_enabled_state(self._active_member_id or "") + self._store_current_member_state() + + def _update_thickness_value_enabled_state(self, member_id: str) -> None: + member_id = str(member_id or self._active_member_id or "").strip() + optimized = self._is_member_optimized(member_id) if member_id else False + base_enabled = not optimized + + intermediate_yes = self.intermediate_combo.currentText().strip() == "Yes" + longitudinal_yes = self.longitudinal_combo.currentText().strip().startswith("Yes") + + configs = [ + (self.bearing_thick_combo, self.bearing_thick_value_combo, True), + (self.intermediate_thick_combo, self.intermediate_thick_value_combo, intermediate_yes), + (self.long_thick_combo, self.long_thick_value_combo, longitudinal_yes), + ] + + for mode_combo, value_combo, applicable in configs: + if not optimized: + if mode_combo.currentText().strip().lower() != "custom": + prev = mode_combo.blockSignals(True) + mode_combo.setCurrentText("Custom") + mode_combo.blockSignals(prev) + mode_combo.setVisible(False) + mode_combo.setEnabled(False) + + value_combo.setVisible(True) + value_combo.setEnabled(base_enabled and applicable) + else: + mode_combo.setVisible(True) + mode_combo.setEnabled(base_enabled and applicable) + + is_custom_mode = self._is_custom_thickness_mode(mode_combo) + value_combo.setVisible(is_custom_mode) + value_combo.setEnabled(base_enabled and applicable and is_custom_mode) + def _is_member_optimized(self, member_id: str) -> bool: if self._girder_details_tab is None: return False @@ -603,9 +1235,25 @@ def _is_member_optimized(self, member_id: str) -> bool: def _refresh_enabled_state(self, member_id: str) -> None: member_id = str(member_id or self._active_member_id or "").strip() optimized = self._is_member_optimized(member_id) if member_id else False + exterior = self._is_exterior_member(member_id) if member_id else False + self._update_bearing_count_label(member_id) base_enabled = not optimized - self.bearing_count_combo.setEnabled(base_enabled) + show_bearing_rows = bool(exterior) + for label_widget, field_widget in getattr(self, "_bearing_row_widgets", []): + if label_widget is not None: + label_widget.setVisible(show_bearing_rows) + if field_widget is not None: + field_widget.setVisible(show_bearing_rows) + self.bearing_count_combo.setEnabled(base_enabled and exterior) + self.bearing_spacing_input.setEnabled(base_enabled and exterior) + if exterior: + self.bearing_count_combo.setToolTip("") + self.bearing_spacing_input.setToolTip("Leave empty for auto spacing from minimum member length.") + else: + hint = "Bearing count/spacing is editable only for exterior member IDs (end members)." + self.bearing_count_combo.setToolTip(hint) + self.bearing_spacing_input.setToolTip(hint) self.bearing_thick_combo.setEnabled(base_enabled) self.bearing_outstand_input.setEnabled(base_enabled) self.intermediate_outstand_input.setEnabled(base_enabled) @@ -619,10 +1267,57 @@ def _refresh_enabled_state(self, member_id: str) -> None: self.intermediate_spacing_input.setEnabled(base_enabled and intermediate_yes) self.intermediate_thick_combo.setEnabled(base_enabled and intermediate_yes) self.long_thick_combo.setEnabled(base_enabled and longitudinal_yes) + self._update_thickness_value_enabled_state(member_id) # If optimized, applying changes makes no sense. self.apply_to_all_btn.setEnabled(base_enabled) + @staticmethod + def _parse_member_indices(member_id: str) -> tuple[Optional[int], Optional[int]]: + match = re.match(r"^G(\d+)M(\d+)$", str(member_id or "").strip()) + if not match: + return None, None + try: + return int(match.group(1)), int(match.group(2)) + except Exception: + return None, None + + def _is_exterior_member(self, member_id: str) -> bool: + current_girder, current_member = self._parse_member_indices(member_id) + if current_girder is None or current_member is None: + return True + + members_in_same_girder: List[int] = [] + for mid in self._list_current_member_ids(): + g_idx, m_idx = self._parse_member_indices(mid) + if g_idx == current_girder and m_idx is not None: + members_in_same_girder.append(m_idx) + + if not members_in_same_girder: + return True + + return current_member in {min(members_in_same_girder), max(members_in_same_girder)} + + def _count_members_in_girder(self, member_id: str) -> int: + current_girder, _ = self._parse_member_indices(member_id) + if current_girder is None: + return 0 + + count = 0 + for mid in self._list_current_member_ids(): + g_idx, _ = self._parse_member_indices(mid) + if g_idx == current_girder: + count += 1 + return count + + def _update_bearing_count_label(self, member_id: str) -> None: + label_widget = getattr(self, "_bearing_count_label_widget", None) + if label_widget is None: + return + + text = "No. of Bearing Stiffeners\n(on one side only)" + label_widget.setText(text) + def _list_current_member_ids(self) -> list[str]: members: list[str] = [] for i in range(self.girder_member_combo.count()): @@ -646,6 +1341,62 @@ def _apply_current_to_all_members(self) -> None: # Re-load to ensure the UI reflects the stored state for the active member. self._load_member_state(self._active_member_id) + self._update_dynamic_cad_preview() + + def _resolve_preview_segments_for_active_member(self) -> List[dict]: + if self._girder_details_tab is None: + return [] + + active_member = str(self._active_member_id or "").strip() + match = re.match(r"^(G\d+)M\d+$", active_member) + girder = match.group(1) if match else "" + if not girder: + current = str(self.girder_member_combo.currentText() or "").strip() + fallback = re.match(r"^(G\d+)M\d+$", current) + girder = fallback.group(1) if fallback else "" + if not girder: + return [] + + try: + if hasattr(self._girder_details_tab, "_ensure_girder_segments"): + segments = self._girder_details_tab._ensure_girder_segments(girder) # type: ignore[attr-defined] + else: + segments = (getattr(self._girder_details_tab, "segment_chain", {}) or {}).get(girder, []) + except Exception: + segments = [] + return list(segments or []) + def _resolve_preview_section_dimensions(self, segments: List[dict]) -> Dict[str, dict]: + dims_by_member: Dict[str, dict] = {} + if self._girder_details_tab is None: + return dims_by_member + if not hasattr(self._girder_details_tab, "get_member_section_dimensions"): + return dims_by_member + for seg in segments or []: + member_id = str((seg or {}).get("id") or "").strip() + if not member_id: + continue + try: + dims = self._girder_details_tab.get_member_section_dimensions(member_id) + except Exception: + dims = None + if isinstance(dims, dict): + dims_by_member[member_id] = dict(dims) + + return dims_by_member + + def _update_dynamic_cad_preview(self) -> None: + if not hasattr(self, "stiffener_cad_preview"): + return + segments = self._resolve_preview_segments_for_active_member() + dims_by_member = self._resolve_preview_section_dimensions(segments) + self.stiffener_cad_preview.set_data( + segments=segments, + stiffener_by_member=self._state_by_member, + active_member_id=self._active_member_id or self.girder_member_combo.currentText(), + section_dims_by_member=dims_by_member, + ) + if self._active_member_id: + self._update_outstand_fields(self._active_member_id) diff --git a/src/osdagbridge/desktop/ui/widgets/placeholder_section_preview.py b/src/osdagbridge/desktop/ui/widgets/placeholder_section_preview.py index 000834a00..d222c1e45 100644 --- a/src/osdagbridge/desktop/ui/widgets/placeholder_section_preview.py +++ b/src/osdagbridge/desktop/ui/widgets/placeholder_section_preview.py @@ -11,7 +11,7 @@ class PlaceholderSectionPreviewWidget(QWidget): The underlying SectionPreviewWidget renders nothing when no section is set, which can look like a blank/disabled UI. This wrapper keeps a consistent - placeholder text (e.g. "Bracing", "Top Bracket") until a section is set. + placeholder text (e.g. "Bracing", "Top Chord") until a section is set. """ def __init__(self, placeholder_text: str, min_height: int = 110, parent: QWidget | None = None): @@ -25,7 +25,7 @@ def __init__(self, placeholder_text: str, min_height: int = 110, parent: QWidget "background-color: #f7f7f7; font-weight: bold; color: #5b5b5b; }" ) - self._preview = SectionPreviewWidget() + self._preview = SectionPreviewWidget(min_height=min_height) self._preview.setMinimumHeight(min_height) self._preview.setStyleSheet( "QWidget { border: 1px solid #d0d0d0; border-radius: 10px; background-color: #ffffff; }" diff --git a/src/osdagbridge/desktop/ui/widgets/section_viewer.py b/src/osdagbridge/desktop/ui/widgets/section_viewer.py index bea985765..580e27f2f 100644 --- a/src/osdagbridge/desktop/ui/widgets/section_viewer.py +++ b/src/osdagbridge/desktop/ui/widgets/section_viewer.py @@ -101,9 +101,9 @@ def get_channel(self, designation: str) -> Optional[ChannelSection]: class SectionPreviewWidget(QWidget): """Simple 2D outline renderer for angle/channel variants.""" - def __init__(self, parent=None): + def __init__(self, parent=None, min_height: int = 150): super().__init__(parent) - self.setMinimumHeight(150) + self.setMinimumHeight(int(min_height)) self.setMinimumWidth(140) self._section_type: str = "" self._designation: str = "" @@ -334,13 +334,15 @@ def paintEvent(self, event): if geom_bbox.width() <= 0 or geom_bbox.height() <= 0: return - # Add fixed world-space padding to accommodate dimension lines/arrows - dim_pad_world = 30.0 + # Adaptive world-space padding keeps small sections legible and + # large sections from feeling cramped in the same preview slot. + max_dim = max(geom_bbox.width(), geom_bbox.height()) + dim_pad_world = max(12.0, min(26.0, max_dim * 0.20)) combined = QRectF(geom_bbox) combined.adjust(-dim_pad_world, -dim_pad_world, dim_pad_world, dim_pad_world) - # Ensure a minimum device-space padding so small sections do not look tiny and large ones do not overflow. - min_pixel_pad = 20.0 + # Keep enough pixel padding for labels but avoid shrinking content too much. + min_pixel_pad = 18.0 rw, rh = self.width(), self.height() usable_w = max(rw - 2 * min_pixel_pad, 1.0) usable_h = max(rh - 2 * min_pixel_pad, 1.0) @@ -391,7 +393,8 @@ def _draw_angle_dimensions(self, painter: QPainter, bbox: QRectF, scale: float, a_val = info.get("h", info.get("a", bbox.height())) b_val = info.get("w", info.get("b", bbox.width())) - offset = 15.0 + max_dim = max(bbox.width(), bbox.height()) + offset = max(6.0, min(14.0, max_dim * 0.12)) # W dimension (horizontal at bottom for double angles, at top for single) if is_double: @@ -425,7 +428,8 @@ def _draw_channel_dimensions(self, painter: QPainter, bbox: QRectF, scale: float b = info.get("b", bbox.width()) is_double = info.get("is_double", False) - offset = 15.0 + max_dim = max(bbox.width(), bbox.height()) + offset = max(6.0, min(14.0, max_dim * 0.12)) # B dimension (horizontal at bottom - flange width) if is_double: @@ -464,7 +468,7 @@ def _draw_channel_dimensions(self, painter: QPainter, bbox: QRectF, scale: float # tf dimension (flange thickness - vertical on the right side, label on right) if tf > 0: - self._draw_dim_line_v(painter, scale, y_top, y_top + tf, x_right + 12.0, + self._draw_dim_line_v(painter, scale, y_top, y_top + tf, x_right + max(8.0, offset * 0.8), "t", self._fmt_val(tf), subscript="f", outer_arrows=True, label_right=True) def _draw_dim_line_h(self, painter: QPainter, scale: float, @@ -619,10 +623,11 @@ def _draw_subscript_label(self, painter: QPainter, scale: float, if valign in ("center", "middle"): py += 4 elif valign == "above": - # Lift labels slightly further off the dimension line to avoid overlap + # Lift labels slightly above dimension line. py -= 8 elif valign == "below": - py += 18 + # Keep below-labels close enough that they remain visible in compact previews. + py += 14 # Build text segments: [(text, font, y_offset), ...] segments = [] @@ -656,13 +661,22 @@ def _draw_subscript_label(self, painter: QPainter, scale: float, else: start_x = px - # Draw background if needed to clear lines - if valign in ("center", "middle"): - fm_main = QFontMetrics(main_font) - text_height = fm_main.height() - # Background rect: slightly padded - bg_rect = QRectF(start_x - 2, py - text_height + 4, total_width + 4, text_height) - painter.fillRect(bg_rect, QColor(255, 255, 255, 235)) + # Clamp label extents to the preview widget bounds so text never gets cut. + fm_main = QFontMetrics(main_font) + text_height = fm_main.height() + left_margin = 6.0 + right_margin = 6.0 + top_margin = 6.0 + bottom_margin = 6.0 + + start_x = max(left_margin, min(start_x, self.width() - right_margin - total_width)) + min_baseline = top_margin + fm_main.ascent() + max_baseline = self.height() - bottom_margin - fm_main.descent() + py = max(min_baseline, min(py, max_baseline)) + + # Draw a subtle background behind labels for legibility over geometry lines. + bg_rect = QRectF(start_x - 2, py - text_height + 4, total_width + 4, text_height) + painter.fillRect(bg_rect, QColor(255, 255, 255, 242)) # Draw function for a single pass def draw_segments(color: QColor, offset_x: float = 0, offset_y: float = 0): From fe85ec191bed575d38e5b51ff9117910a19bbceb Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Mon, 6 Apr 2026 22:20:00 +0530 Subject: [PATCH 115/225] Fix footpath rendering and improve cross-section visuals - Correct left footpath duplication issue - Simplify deck-footpath interface (remove dashed lines) - Standardize border colors across components - Improve median and barrier rendering consistency - Adjust deck camber slope for better realism --- .../desktop/ui/docks/cad_cross_section.py | 176 ++++++++++-------- 1 file changed, 94 insertions(+), 82 deletions(-) diff --git a/src/osdagbridge/desktop/ui/docks/cad_cross_section.py b/src/osdagbridge/desktop/ui/docks/cad_cross_section.py index 1746d8b8f..5e96e377e 100644 --- a/src/osdagbridge/desktop/ui/docks/cad_cross_section.py +++ b/src/osdagbridge/desktop/ui/docks/cad_cross_section.py @@ -984,6 +984,7 @@ def draw_railing(self, painter, x, y, scale, side): def draw_rcc_railing(self, painter, x_start, y_base, scale, side='left', geo=None): """Draw standard RCC railing based on IRC diagrams""" + border_color = QColor(120, 120, 120) # Dimensions for RCC railing (mm) OUTER_WIDTH_MM = self.params.get('railing_width', 375) RAILING_HEIGHT_MM = self.params.get('railing_height', 1000) @@ -1007,12 +1008,12 @@ def draw_rcc_railing(self, painter, x_start, y_base, scale, side='left', geo=Non corner_radius = min(outer_w * 0.05, 4) painter.setBrush(QBrush(QColor(220, 220, 220))) # Light grey base - painter.setPen(QPen(QColor(34, 34, 34), max(1.5, scale * 2))) + painter.setPen(QPen(border_color, max(1.5, scale * 2))) base_rect = QRectF(rect_x, base_top_y, outer_w, base_h) painter.drawRect(base_rect) painter.setBrush(QBrush(QColor(220, 220, 220))) # Light grey post body - painter.setPen(QPen(QColor(34, 34, 34), max(1.5, scale * 2))) + painter.setPen(QPen(border_color, max(1.5, scale * 2))) post_rect = QRectF(rect_x, post_top_y, outer_w, post_h) painter.drawRoundedRect(post_rect, corner_radius, corner_radius) @@ -1032,7 +1033,7 @@ def draw_rcc_railing(self, painter, x_start, y_base, scale, side='left', geo=Non void_spacing = (inner_height - n_voids * void_h) / (n_voids + 1) painter.setBrush(QBrush(QColor(170, 170, 170))) # Dark grey - painter.setPen(QPen(QColor(30, 30, 30), max(1, scale))) + painter.setPen(QPen(QColor(130, 130, 130), max(1, scale))) for i in range(n_voids): v_y = post_top_y + inner_top_margin + (i + 1) * void_spacing + i * void_h @@ -1051,6 +1052,7 @@ def draw_steel_railing(self, painter, x, y, scale, side, geo): - Steel posts: 150mm x 150mm - Steel rails: 40mm x 40mm (Top and Mid) """ + border_color = QColor(120, 120, 120) RAILING_HEIGHT_MM = geo.get("height", 1100) BASE_HEIGHT_MM = geo.get("base_height", 100) BASE_WIDTH_MM = geo.get("base_width", 375) @@ -1069,7 +1071,7 @@ def draw_steel_railing(self, painter, x, y, scale, side, geo): # 1. Concrete Base painter.setBrush(QBrush(QColor(126, 126, 126))) - painter.setPen(QPen(QColor(34, 34, 34), max(1.5, scale * 2))) + painter.setPen(QPen(border_color, max(1.5, scale * 2))) base_rect = QRectF(rect_x, base_top_y, base_w, base_h) painter.drawRect(base_rect) @@ -1079,7 +1081,7 @@ def draw_steel_railing(self, painter, x, y, scale, side, geo): # Draw post outline only (no fill) so areas between rails are transparent painter.setBrush(Qt.NoBrush) - painter.setPen(QPen(QColor(30, 30, 30), max(1.5, scale * 2))) + painter.setPen(QPen(border_color, max(1.5, scale * 2))) post_rect = QRectF(post_x, railing_top_y, post_size, post_h) painter.drawRect(post_rect) @@ -1099,6 +1101,7 @@ def draw_steel_railing(self, painter, x, y, scale, side, geo): def draw_raised_kerb_median(self, painter, median_start_x, median_end_x, deck_top_y, scale, median_color, geo): """Draw Raised Kerb median (trapezoid shape)""" + border_color = QColor(120, 120, 120) h = geo.get("kerb_height", 225) * scale top_w = geo.get("kerb_top_width", 1200) * scale bottom_w = geo.get("kerb_bottom_width", 1200) * scale @@ -1119,9 +1122,9 @@ def draw_raised_kerb_median(self, painter, median_start_x, median_end_x, deck_to if self.hovered_element == 'median': painter.setBrush(QBrush(QColor(255, 250, 220))) else: - painter.setBrush(QBrush(median_color)) + painter.setBrush(self.concrete_brush) - painter.setPen(QPen(QColor(0, 0, 0), max(1.5, scale * 1.5))) + painter.setPen(QPen(border_color, max(1.5, scale * 1.5))) painter.drawPolygon(QPolygonF(points)) hover_rect = QRectF(median_start_x, y_top, median_width_px, h) @@ -1129,6 +1132,7 @@ def draw_raised_kerb_median(self, painter, median_start_x, median_end_x, deck_to def draw_rcc_barrier_median(self, painter, median_start_x, median_end_x, deck_top_y, scale, median_color, geo): """Draw two RCC crash barriers for median following standard shape""" + border_color = QColor(120, 120, 120) barrier_h_mm = geo.get("barrier_height", 900.0) bottom_w_mm = geo.get("bottom_width", 450.0) top_w_mm = geo.get("top_width", 175.0) @@ -1150,9 +1154,9 @@ def draw_rcc_barrier_median(self, painter, median_start_x, median_end_x, deck_to y_mid = y_bottom - mid_y_off y_top = y_bottom - h - barrier_brush = QBrush(QColor(255, 250, 220)) if self.hovered_element == 'median' else QBrush(QColor(220, 220, 220)) + barrier_brush = QBrush(QColor(255, 250, 220)) if self.hovered_element == 'median' else self.concrete_brush painter.setBrush(barrier_brush) - painter.setPen(QPen(Qt.black, max(1.5, scale * 1.5))) + painter.setPen(QPen(border_color, max(1.5, scale * 1.5))) # LEFT assembly (faces LEFT) x_l = median_start_x + bottom_w @@ -1177,6 +1181,7 @@ def draw_rcc_barrier_median(self, painter, median_start_x, median_end_x, deck_to def draw_metallic_median(self, painter, median_start_x, median_end_x, deck_top_y, scale, median_color, geo): """Draw Metallic median with a common kerb base and beams on both sides""" + border_color = QColor(120, 120, 120) post_h_mm = geo.get("post_height", 950) n_beams = geo.get("w_beams", 1) median_width_mm = geo.get("median_width", 1200) @@ -1195,7 +1200,7 @@ def draw_metallic_median(self, painter, median_start_x, median_end_x, deck_top_y x_tr = x_tl + top_w painter.setBrush(QBrush(QColor(220, 220, 220))) - painter.setPen(QPen(Qt.black, max(1.0, scale))) + painter.setPen(QPen(border_color, max(1.0, scale))) painter.drawPolygon(QPolygonF([QPointF(x_bl, y_bottom), QPointF(x_br, y_bottom), QPointF(x_tr, y_top_kerb), QPointF(x_tl, y_top_kerb)])) post_w, post_offset = 150.0 * scale, 75.0 * scale @@ -1220,7 +1225,7 @@ def draw_side_assembly(is_left): # Draw Post painter.setBrush(QBrush(post_color)) - painter.setPen(QPen(Qt.black, 1)) + painter.setPen(QPen(border_color, 1)) painter.drawRect(QRectF(p_x, y_top_kerb - post_h, post_w, post_h)) h_centers = [post_h_mm - 165] if n_beams == 1 else [post_h_mm - 165, post_h_mm - 165 - 145 - 330] @@ -1434,6 +1439,17 @@ def draw_cross_section(self, painter): deck_start_x = center_x - (total_deck_width * scale) / 2 deck_left_x = deck_start_x deck_right_x = deck_start_x + total_deck_width * scale + + + deck_width_px = deck_right_x - deck_left_x + mid_x = (deck_left_x + deck_right_x) / 2 + + # 2% of half width + slope_height = 0.005 * (deck_width_px/2) + + def slope_offset(x): + xi = (x - mid_x) / (deck_width_px / 2) # normalize [-1,1] + return -slope_height * (1 - xi**2) # parabola # Calculate all widths in pixels railing_width_px = self.params['railing_width'] * scale @@ -1516,33 +1532,29 @@ def draw_cross_section(self, painter): deck_hovered = (self.hovered_element == 'deck') deck_color = QColor(240, 240, 240) if deck_hovered else CONCRETE_COLOR - painter.setPen(QPen(QColor(0, 0, 0), 2)) - painter.setBrush(Qt.NoBrush) - painter.drawRect(QRectF(deck_slab_left, deck_top_y, - deck_slab_right - deck_slab_left, deck_thick_px)) + - # ---- DRAW FULL DECK SLAB (ONCE) ---- + # ===== CURVED DECK SLAB ===== + num_points = 50 + top_pts = [] + bottom_pts = [] + + for i in range(num_points + 1): + x = deck_slab_left + i * (deck_slab_right - deck_slab_left) / num_points + + y_top = deck_top_y + slope_offset(x) + y_bottom = deck_bottom_y + + top_pts.append(QPointF(x, y_top)) + bottom_pts.insert(0, QPointF(x, y_bottom)) + + deck_polygon = QPolygonF(top_pts + bottom_pts) + painter.setBrush(self.concrete_brush) painter.setPen(Qt.NoPen) - painter.drawRect(QRectF( - deck_slab_left, - deck_top_y, - deck_slab_right - deck_slab_left, - deck_thick_px - )) + painter.drawPolygon(deck_polygon) - if median_present: - painter.setPen(QPen(QColor(0, 0, 0), 2)) - painter.setBrush(Qt.NoBrush) - painter.drawRect(QRectF(deck_slab_left, deck_top_y, - deck_slab_right - deck_slab_left, deck_thick_px)) - - else: - painter.setBrush(self.concrete_brush) - painter.setPen(Qt.NoPen) - painter.drawRect(QRectF(carriageway_start_x, deck_top_y, - carriageway_end_x - carriageway_start_x, deck_thick_px)) '''if wc_thickness_px > 0 and not median_present: painter.setBrush(QBrush(QColor(90, 90, 90))) @@ -1585,22 +1597,44 @@ def draw_cross_section(self, painter): self.cross_section_hover_zones.append((wc_hover_rect, 'wearing_course'))''' # Register hover zone for deck - full width - deck_hover_rect = QRectF(deck_slab_left, deck_top_y, - deck_slab_right - deck_slab_left, deck_thick_px) + # approximate bounding box for curved deck + deck_hover_rect = QRectF( + deck_slab_left, + deck_top_y - slope_height, + deck_slab_right - deck_slab_left, + deck_thick_px + slope_height + ) self.cross_section_hover_zones.append((deck_hover_rect, 'deck')) # Crash barrier deck zones painter.setBrush(self.concrete_brush) - painter.drawRect(QRectF(left_barrier_x, deck_top_y, - crash_barrier_width_px, deck_thick_px)) - painter.drawRect(QRectF(right_barrier_x, deck_top_y, - crash_barrier_width_px, deck_thick_px)) + # LEFT barrier + x_center = left_barrier_x + crash_barrier_width_px / 2 + y_local = deck_top_y + slope_offset(x_center) + + painter.drawRect(QRectF( + left_barrier_x, + y_local, + crash_barrier_width_px, + deck_thick_px + )) + + x_center = right_barrier_x + crash_barrier_width_px / 2 + y_local = deck_top_y + slope_offset(x_center) + + painter.drawRect(QRectF( + right_barrier_x, + y_local, + crash_barrier_width_px, + deck_thick_px + )) # footpath to deck connecting line dashed_pen = QPen(QColor(0, 0, 0), 1.5, Qt.DashLine) dashed_pen.setDashPattern([2, 2]) # Tiny dashes + deck_outline_pen = QPen(QColor(120, 120, 120), 1.0) # making the line dashed if fp_config in ['left', 'both'] and left_fp_width > 0: @@ -1608,12 +1642,15 @@ def draw_cross_section(self, painter): painter.setBrush(self.concrete_brush) painter.setPen(Qt.NoPen) - # sit one pixel higher or precisely on top y edge - painter.drawRect(QRectF(left_fp_x, fp_top_y, - left_fp_width_px, fp_thick_px)) + painter.drawRect(QRectF( + left_fp_x, + fp_top_y, + left_fp_width_px, + fp_thick_px + )) # Draw horizontal edges as solid - painter.setPen(QPen(QColor(0, 0, 0), 2)) + painter.setPen(deck_outline_pen) painter.setBrush(Qt.NoBrush) # Top edge painter.drawLine(QPointF(left_fp_x, fp_top_y), @@ -1623,14 +1660,9 @@ def draw_cross_section(self, painter): QPointF(left_fp_x + left_fp_width_px, fp_top_y + fp_thick_px)) # Left edge - painter.setPen(QPen(QColor(0, 0, 0), 2)) + painter.setPen(deck_outline_pen) painter.drawLine(QPointF(left_fp_x, fp_top_y), QPointF(left_fp_x, fp_top_y + fp_thick_px)) - - # Right edge - painter.setPen(dashed_pen) - painter.drawLine(QPointF(left_fp_x + left_fp_width_px, fp_top_y), - QPointF(left_fp_x + left_fp_width_px, fp_top_y + fp_thick_px)) if fp_config in ['right', 'both'] and right_fp_width > 0: # Draw footpath fill @@ -1640,7 +1672,7 @@ def draw_cross_section(self, painter): right_fp_width_px, fp_thick_px)) # Draw horizontal edges as solid - painter.setPen(QPen(QColor(0, 0, 0), 2)) + painter.setPen(deck_outline_pen) painter.setBrush(Qt.NoBrush) # Top edge painter.drawLine(QPointF(right_fp_x, fp_top_y), @@ -1649,13 +1681,8 @@ def draw_cross_section(self, painter): painter.drawLine(QPointF(right_fp_x, fp_top_y + fp_thick_px), QPointF(right_fp_x + right_fp_width_px, fp_top_y + fp_thick_px)) - # Left edge (inner edge connecting to deck) - DASHED - painter.setPen(dashed_pen) - painter.drawLine(QPointF(right_fp_x, fp_top_y), - QPointF(right_fp_x, fp_top_y + fp_thick_px)) - # Right edge (outer edge where railing sits) - SOLID - painter.setPen(QPen(QColor(0, 0, 0), 2)) + painter.setPen(deck_outline_pen) painter.drawLine(QPointF(right_fp_x + right_fp_width_px, fp_top_y), QPointF(right_fp_x + right_fp_width_px, fp_top_y + fp_thick_px)) # Draw crash barriers @@ -1666,33 +1693,17 @@ def draw_cross_section(self, painter): #self.draw_crash_barrier(painter, right_barrier_end_x, cb_y, scale, side='right') if median_present: - self.draw_median(painter, median_start_x, median_end_x, deck_top_y, scale, MEDIAN_GREY) + median_center_x = (median_start_x + median_end_x) / 2 + median_y = deck_top_y + slope_offset(median_center_x) + + self.draw_median(painter, median_start_x, median_end_x, median_y, scale, MEDIAN_GREY) # Draw the main deck bottom line solid (only the deck slab portion) - painter.setPen(QPen(QColor(0, 0, 0), 1.5)) + painter.setPen(deck_outline_pen) painter.drawLine(QPointF(deck_slab_left, deck_bottom_y), QPointF(deck_slab_right, deck_bottom_y)) - # Draw dashed lines for footpath area bottom and vertical connections - # Left footpath area - if fp_config in ['left', 'both'] and left_fp_width > 0: - painter.setPen(dashed_pen) - # Bottom line under footpath area (dashed) - painter.drawLine(QPointF(deck_left_x, deck_bottom_y), - QPointF(deck_slab_left, deck_bottom_y)) - # Outer vertical line from footpath bottom to deck bottom level (dashed) - painter.drawLine(QPointF(deck_left_x, fp_top_y + fp_thick_px), - QPointF(deck_left_x, deck_bottom_y)) - - # Right footpath area - if fp_config in ['right', 'both'] and right_fp_width > 0: - painter.setPen(dashed_pen) - # Bottom line under footpath area (dashed) - painter.drawLine(QPointF(deck_slab_right, deck_bottom_y), - QPointF(deck_right_x, deck_bottom_y)) - # Outer vertical line from footpath bottom to deck bottom level (dashed) - painter.drawLine(QPointF(deck_right_x, fp_top_y + fp_thick_px), - QPointF(deck_right_x, deck_bottom_y)) + # Divider lines between deck and footpaths are intentionally omitted # Draw girders and stiffeners for girder_x in positions: @@ -1961,7 +1972,7 @@ def add_professional_cross_section_dimensions(self, painter, deck_left_x, deck_r cw_m = self.params['carriageway_width'] / 1000 # Left carriageway - starts exactly at left barrier visual end - label_cw = "Carriageway" + label_cw = "Carriageway Width" if self.show_carriageway_values: label_cw += f" = {cw_m:.2f} m" @@ -2539,6 +2550,7 @@ def draw_stiffeners(self, painter, x, base_y, scale, stiffener_color): def draw_crash_barrier(self, painter, x, y, scale, side='left'): """Draw crash barrier cross-section using IRC 5 geometry spec. """ + border_color = QColor(120, 120, 120) cb_type = self.crash_barrier_type geo = CrashBarrierGeometry.get_geometry(cb_type) @@ -2573,8 +2585,8 @@ def draw_crash_barrier(self, painter, x, y, scale, side='left'): left_at_top = 50 * scale * shape_scale # inner wall x at top (lean) right_at_top = 225 * scale * shape_scale # outer wall x at top - painter.setBrush(QBrush(barrier_color)) - painter.setPen(QPen(QColor(0, 0, 0), max(1.5, scale * 1.5))) + painter.setBrush(QBrush(QColor(255, 250, 220)) if self.hovered_element == 'crash_barrier' else self.concrete_brush) + painter.setPen(QPen(border_color, max(1.5, scale * 1.5))) if side == 'left': # Same as median RIGHT barrier (carriageway-facing curve on the right) @@ -2681,7 +2693,7 @@ def draw_crash_barrier(self, painter, x, y, scale, side='left'): # Draw Kerb painter.setBrush(QBrush(QColor(180, 180, 180))) - painter.setPen(QPen(Qt.black, max(1.0, scale))) + painter.setPen(QPen(border_color, max(1.0, scale))) painter.drawPolygon(QPolygonF(kerb_points)) # Draw Post From cdfc9cdaff0b7edb005e6d7d40dee30750917320 Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Wed, 8 Apr 2026 02:58:05 +0530 Subject: [PATCH 116/225] Clean unused functions, improve rendering, and fix cross-section issues - Removed unused helper functions from Additional Inputs dialog - Removed redundant get_typical_section_params from Typical Section tab - Added concrete texture styling for median types(raised kerb and RCC barrier) - Removed unnecessary divider/bottom lines from deck/footpaths for cleaner rendering --- .../desktop/ui/dialogs/additional_inputs.py | 9 --- .../dialogs/tabs/typical_section_details.py | 52 +---------------- .../desktop/ui/docks/cad_cross_section.py | 58 ++++++++++++------- 3 files changed, 39 insertions(+), 80 deletions(-) diff --git a/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py b/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py index 2e8beb63b..252833c07 100644 --- a/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py +++ b/src/osdagbridge/desktop/ui/dialogs/additional_inputs.py @@ -153,15 +153,6 @@ def _collect_all_values(self): elif isinstance(widget, QCheckBox): self.saved_values[widget_name] = widget.isChecked() - def get_saved_values(self): - """Return the dictionary of saved values.""" - return self.saved_values.copy() - - # compatibility helper used elsewhere in codebase - def get_all_values(self): - """Alias to get_saved_values for older callers.""" - return self.get_saved_values() - def setupWrapper(self): self.setWindowFlags(Qt.FramelessWindowHint | Qt.WindowSystemMenuHint) diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py b/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py index 009d3af04..34b62ce29 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py @@ -419,57 +419,7 @@ def _update_cad_preview(self): if params: self.cad_preview.update_params(params) - - - - def get_typical_section_params(self) -> dict: - - """ - @author: Faizan - - Reads and returns the current Typical Section parameters from the UI, - including crash barrier, median, and railing properties, as a dictionary - (dimensions in mm). - - The returned values are consistent with those used in - _update_cad_preview(). - """ - params = {} - - # ---- Crash Barrier ---- - if hasattr(self, "crash_barrier_type"): - params["crash_barrier_type"] = self.crash_barrier_type.currentText() - - if hasattr(self, "crash_barrier_width") and self.crash_barrier_width.text(): - params["crash_barrier_width"] = float(self.crash_barrier_width.text()) * 1000 - - if hasattr(self, "crash_barrier_height") and self.crash_barrier_height.text(): - params["crash_barrier_height"] = float(self.crash_barrier_height.text()) * 1000 - - # ---- Median (ADD THIS) ---- - if hasattr(self, "median_type"): - params["median_type"] = self.median_type.currentText() - - if hasattr(self, "median_present"): - params["median_present"] = self.median_present.isChecked() - - if hasattr(self, "median_width") and self.median_width.text(): - params["median_width"] = float(self.median_width.text()) * 1000 - - if hasattr(self, "median_height") and self.median_height.text(): - params["median_height"] = float(self.median_height.text()) * 1000 - - # ---- Railing (ADD THIS) ---- - if hasattr(self, "railing_type"): - params["railing_type"] = self.railing_type.currentText() - - if hasattr(self, "railing_width") and self.railing_width.text(): - params["railing_width"] = float(self.railing_width.text()) - - if hasattr(self, "railing_height") and self.railing_height.text(): - params["railing_height"] = float(self.railing_height.text()) * 1000 - - return params + def _get_footpath_count(self): if self.footpath_value == "Both Sides": diff --git a/src/osdagbridge/desktop/ui/docks/cad_cross_section.py b/src/osdagbridge/desktop/ui/docks/cad_cross_section.py index 5e96e377e..92e416187 100644 --- a/src/osdagbridge/desktop/ui/docks/cad_cross_section.py +++ b/src/osdagbridge/desktop/ui/docks/cad_cross_section.py @@ -1340,7 +1340,7 @@ def draw_median_crash_barriers(self, painter, median_start_x, median_end_x, deck QPointF(x_right, y_base_top), # left after base ] - painter.setBrush(QBrush(MEDIAN_GREY)) + painter.setBrush(QBrush(QColor(221, 221, 221))) painter.setPen(QPen(QColor(0, 0, 0), max(1.5, scale * 1.5))) painter.drawPolygon(QPolygonF(points_right)) # ---- Register hover zone for median ---- @@ -1352,6 +1352,20 @@ def draw_median_crash_barriers(self, painter, median_start_x, median_end_x, deck ) self.cross_section_hover_zones.append((hover_rect, 'median')) + def _get_crash_barrier_rendered_width_mm(self): + """Return the actual crash barrier footprint width used by draw_crash_barrier.""" + geo = CrashBarrierGeometry.get_geometry(self.crash_barrier_type) + default_width = float(self.params.get('crash_barrier_width', 500)) + + if not geo: + return default_width + + if geo.get("type") == "rcc": + return float(geo.get("bottom_width", default_width)) + + # Metallic crash barrier in draw_crash_barrier currently uses a 550 mm kerb base. + return float(geo.get("kerb_bottom_width", 550.0)) + def draw_cross_section(self, painter): """Draw cross-section with median support and hover highlighting""" @@ -1655,9 +1669,6 @@ def slope_offset(x): # Top edge painter.drawLine(QPointF(left_fp_x, fp_top_y), QPointF(left_fp_x + left_fp_width_px, fp_top_y)) - # Bottom edge - painter.drawLine(QPointF(left_fp_x, fp_top_y + fp_thick_px), - QPointF(left_fp_x + left_fp_width_px, fp_top_y + fp_thick_px)) # Left edge painter.setPen(deck_outline_pen) @@ -1677,9 +1688,6 @@ def slope_offset(x): # Top edge painter.drawLine(QPointF(right_fp_x, fp_top_y), QPointF(right_fp_x + right_fp_width_px, fp_top_y)) - # Bottom edge - painter.drawLine(QPointF(right_fp_x, fp_top_y + fp_thick_px), - QPointF(right_fp_x + right_fp_width_px, fp_top_y + fp_thick_px)) # Right edge (outer edge where railing sits) - SOLID painter.setPen(deck_outline_pen) @@ -1891,12 +1899,15 @@ def add_professional_cross_section_dimensions(self, painter, deck_left_x, deck_r left_barrier_end_x = left_barrier_x + crash_barrier_width_px if right_barrier_end_x is None: right_barrier_end_x = right_barrier_x + crash_barrier_width_px - - # Left barrier starts at left_barrier_x and extends RIGHT by crash_barrier_width_px - left_barrier_visual_end = left_barrier_x + crash_barrier_width_px - - # Right barrier ENDS at right_barrier_end_x and extends LEFT by crash_barrier_width_px - right_barrier_visual_start = right_barrier_end_x - crash_barrier_width_px + + # Use rendered barrier footprint (geometry-based) so extensions touch barrier ends. + rendered_cb_width_px = self._get_crash_barrier_rendered_width_mm() * scale + + # Left barrier starts at left_barrier_x and extends RIGHT by rendered width. + left_barrier_visual_end = left_barrier_x + rendered_cb_width_px + + # Right barrier ENDS at right_barrier_end_x and extends LEFT by rendered width. + right_barrier_visual_start = right_barrier_end_x - rendered_cb_width_px # DIMENSION LEVELS (Bottom) @@ -2097,8 +2108,15 @@ def add_professional_cross_section_dimensions(self, painter, deck_left_x, deck_r deck_center_x = (deck_slab_left + deck_slab_right) / 2 if deck_thick_px > 5: + # Use local curved deck top so the arrow spans the full visible thickness. + deck_width_px = deck_right_x - deck_left_x + mid_x = (deck_left_x + deck_right_x) / 2 + slope_height = 0.005 * (deck_width_px / 2) + xi = (deck_center_x - mid_x) / (deck_width_px / 2) if deck_width_px != 0 else 0.0 + local_deck_top_y = deck_top_y - slope_height * (1 - xi ** 2) + painter.setPen(QPen(QColor(0, 0, 0), 0.8)) - painter.drawLine(QPointF(deck_center_x, deck_top_y), QPointF(deck_center_x, deck_bottom_y)) + painter.drawLine(QPointF(deck_center_x, local_deck_top_y), QPointF(deck_center_x, deck_bottom_y)) arrow_size = 3.5 arrow_gap = 2 @@ -2106,9 +2124,9 @@ def add_professional_cross_section_dimensions(self, painter, deck_left_x, deck_r painter.setBrush(QBrush(QColor(0, 0, 0))) top_arrow = [ - QPointF(deck_center_x, deck_top_y - arrow_gap), - QPointF(deck_center_x - half_w, deck_top_y - arrow_gap - arrow_size), - QPointF(deck_center_x + half_w, deck_top_y - arrow_gap - arrow_size), + QPointF(deck_center_x, local_deck_top_y - arrow_gap), + QPointF(deck_center_x - half_w, local_deck_top_y - arrow_gap - arrow_size), + QPointF(deck_center_x + half_w, local_deck_top_y - arrow_gap - arrow_size), ] painter.drawPolygon(QPolygonF(top_arrow)) @@ -2120,8 +2138,8 @@ def add_professional_cross_section_dimensions(self, painter, deck_left_x, deck_r painter.drawPolygon(QPolygonF(bottom_arrow)) tick_len = 4 - painter.drawLine(QPointF(deck_center_x - tick_len, deck_top_y), - QPointF(deck_center_x + tick_len, deck_top_y)) + painter.drawLine(QPointF(deck_center_x - tick_len, local_deck_top_y), + QPointF(deck_center_x + tick_len, local_deck_top_y)) painter.drawLine(QPointF(deck_center_x - tick_len, deck_bottom_y), QPointF(deck_center_x + tick_len, deck_bottom_y)) @@ -2134,7 +2152,7 @@ def add_professional_cross_section_dimensions(self, painter, deck_left_x, deck_r metrics = painter.fontMetrics() text_width = metrics.boundingRect(text).width() text_x = deck_center_x - text_width / 2 - text_y = deck_top_y - 8 + text_y = local_deck_top_y - 8 self.draw_text_with_background(painter, text_x, text_y, text, QColor(255, 255, 255, 255), QColor(0, 0, 0), 9, False) From 6aad235b1a0aba893aa1745e93ca3603905ce861 Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Thu, 9 Apr 2026 01:27:09 +0530 Subject: [PATCH 117/225] Add curved wearing course and clean deck-footpath rendering - Implemented curved wearing course following deck camber using polygon - Removed footpath edge outlines causing unwanted visual lines - Adjusted railing placement to sit on deck top instead of footpath --- .../desktop/ui/docks/cad_cross_section.py | 133 +++++++----------- 1 file changed, 47 insertions(+), 86 deletions(-) diff --git a/src/osdagbridge/desktop/ui/docks/cad_cross_section.py b/src/osdagbridge/desktop/ui/docks/cad_cross_section.py index 92e416187..68676baf3 100644 --- a/src/osdagbridge/desktop/ui/docks/cad_cross_section.py +++ b/src/osdagbridge/desktop/ui/docks/cad_cross_section.py @@ -15,12 +15,7 @@ RailingGeometry, MedianGeometry, ) -from osdagbridge.core.utils.common import ( - KEY_WEARING_COAT_THICKNESS, - KEY_WEARING_COAT_DENSITY, - KEY_WEARING_COAT_MATERIAL, -) -import random + class CrossSectionCADWidget(QWidget): """Widget for drawing bridge cross-section view""" @@ -85,6 +80,7 @@ def __init__(self, parent=None): 'railing_width': 375, 'median_present': False, 'median_width': 1200, + 'wearing_course_thickness': 50, } # girder dimensions (mm) @@ -1440,12 +1436,9 @@ def draw_cross_section(self, painter): deck_bottom_y = girder_top_y deck_top_y = deck_bottom_y - deck_thick_px - '''# ===== WEARING COURSE ===== - wc_thickness_mm = self.params.get(KEY_WEARING_COAT_THICKNESS, 0) + # ------ WEARING COURSE --------- + wc_thickness_mm = self.params.get('wearing_course_thickness', 50) wc_thickness_px = wc_thickness_mm * scale - - wc_bottom_y = deck_top_y - wc_top_y = wc_bottom_y - wc_thickness_px''' fp_bottom_y = deck_bottom_y fp_top_y = fp_bottom_y - fp_thick_px @@ -1570,45 +1563,49 @@ def slope_offset(x): - '''if wc_thickness_px > 0 and not median_present: - painter.setBrush(QBrush(QColor(90, 90, 90))) - painter.setPen(Qt.NoPen) + # ===== WEARING COURSE (CURVED) ===== + if wc_thickness_px > 0: - painter.drawRect(QRectF( - carriageway_start_x, - wc_top_y, - carriageway_end_x - carriageway_start_x, - wc_thickness_px - )) - - if wc_thickness_px > 0 and median_present: - painter.setBrush(QBrush(QColor(90, 90, 90))) + painter.setBrush(QBrush(QColor(40, 40, 40))) # asphalt black painter.setPen(Qt.NoPen) - # Left carriageway wearing course - painter.drawRect(QRectF( - carriageway_start_x, - wc_top_y, - median_start_x - carriageway_start_x, - wc_thickness_px - )) + num_points = 50 + top_pts = [] + bottom_pts = [] + + # Function to restrict to carriageway only + def is_in_carriageway(x): + if median_present: + return ((carriageway_start_x <= x <= median_start_x) or + (median_end_x <= x <= carriageway_end_x)) + else: + return (carriageway_start_x <= x <= carriageway_end_x) + + for i in range(num_points + 1): + x = deck_left_x + i * (deck_right_x - deck_left_x) / num_points + + if not (left_barrier_x <= x <= right_barrier_end_x): + continue + + y_bottom = deck_top_y + slope_offset(x) + y_top = y_bottom - wc_thickness_px + + top_pts.append(QPointF(x, y_top)) + bottom_pts.insert(0, QPointF(x, y_bottom)) + + if top_pts and bottom_pts: + wc_polygon = QPolygonF(top_pts + bottom_pts) + painter.drawPolygon(wc_polygon) + + wc_hover_rect = QRectF( + carriageway_start_x, + deck_top_y - slope_height, + carriageway_end_x - carriageway_start_x, + wc_thickness_px + slope_height + ) + self.cross_section_hover_zones.append((wc_hover_rect, 'wearing_course')) + - # Right carriageway wearing course - painter.drawRect(QRectF( - median_end_x, - wc_top_y, - carriageway_end_x - median_end_x, - wc_thickness_px - )) - - if wc_thickness_px > 0: - wc_hover_rect = QRectF( - carriageway_start_x, - wc_top_y, - carriageway_end_x - carriageway_start_x, - wc_thickness_px - ) - self.cross_section_hover_zones.append((wc_hover_rect, 'wearing_course'))''' # Register hover zone for deck - full width # approximate bounding box for curved deck @@ -1620,30 +1617,6 @@ def slope_offset(x): ) self.cross_section_hover_zones.append((deck_hover_rect, 'deck')) - # Crash barrier deck zones - painter.setBrush(self.concrete_brush) - - - # LEFT barrier - x_center = left_barrier_x + crash_barrier_width_px / 2 - y_local = deck_top_y + slope_offset(x_center) - - painter.drawRect(QRectF( - left_barrier_x, - y_local, - crash_barrier_width_px, - deck_thick_px - )) - - x_center = right_barrier_x + crash_barrier_width_px / 2 - y_local = deck_top_y + slope_offset(x_center) - - painter.drawRect(QRectF( - right_barrier_x, - y_local, - crash_barrier_width_px, - deck_thick_px - )) # footpath to deck connecting line dashed_pen = QPen(QColor(0, 0, 0), 1.5, Qt.DashLine) @@ -1663,17 +1636,10 @@ def slope_offset(x): fp_thick_px )) - # Draw horizontal edges as solid - painter.setPen(deck_outline_pen) - painter.setBrush(Qt.NoBrush) + # Top edge painter.drawLine(QPointF(left_fp_x, fp_top_y), QPointF(left_fp_x + left_fp_width_px, fp_top_y)) - - # Left edge - painter.setPen(deck_outline_pen) - painter.drawLine(QPointF(left_fp_x, fp_top_y), - QPointF(left_fp_x, fp_top_y + fp_thick_px)) if fp_config in ['right', 'both'] and right_fp_width > 0: # Draw footpath fill @@ -1688,11 +1654,6 @@ def slope_offset(x): # Top edge painter.drawLine(QPointF(right_fp_x, fp_top_y), QPointF(right_fp_x + right_fp_width_px, fp_top_y)) - - # Right edge (outer edge where railing sits) - SOLID - painter.setPen(deck_outline_pen) - painter.drawLine(QPointF(right_fp_x + right_fp_width_px, fp_top_y), - QPointF(right_fp_x + right_fp_width_px, fp_top_y + fp_thick_px)) # Draw crash barriers #cb_y = deck_top_y - 1 # Left barrier: x is where it STARTS (left edge) @@ -1711,7 +1672,7 @@ def slope_offset(x): painter.drawLine(QPointF(deck_slab_left, deck_bottom_y), QPointF(deck_slab_right, deck_bottom_y)) - # Divider lines between deck and footpaths are intentionally omitted + # Draw girders and stiffeners for girder_x in positions: @@ -1842,11 +1803,11 @@ def slope_offset(x): if fp_config in ['left', 'both'] and left_fp_width > 0: railing_x = deck_left_x - left_railing_rect = self.draw_railing(painter, railing_x, fp_top_y, scale, "left") + left_railing_rect = self.draw_railing(painter, railing_x, deck_top_y, scale, "left") if fp_config in ['right', 'both'] and right_fp_width > 0: railing_x = deck_right_x - railing_outer_width_px - right_railing_rect = self.draw_railing(painter, railing_x, fp_top_y, scale, "right") + right_railing_rect = self.draw_railing(painter, railing_x, deck_top_y, scale, "right") # Draw crash barriers cb_y = deck_top_y # Left barrier: x is where it STARTS (left edge) From 9de4835557b53f4c0394f765890f273dff4ab910 Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Sat, 11 Apr 2026 02:04:31 +0530 Subject: [PATCH 118/225] fix cross-section bugs from previous update - fixed camber to apply only on carriageway width - removed wearing course from the median gap - corrected railing position on increasing footpath thickness - fixed footpath edge lines --- .../desktop/ui/docks/cad_cross_section.py | 111 +++++++++++------- 1 file changed, 69 insertions(+), 42 deletions(-) diff --git a/src/osdagbridge/desktop/ui/docks/cad_cross_section.py b/src/osdagbridge/desktop/ui/docks/cad_cross_section.py index 68676baf3..3b3d0d1f0 100644 --- a/src/osdagbridge/desktop/ui/docks/cad_cross_section.py +++ b/src/osdagbridge/desktop/ui/docks/cad_cross_section.py @@ -1446,17 +1446,6 @@ def draw_cross_section(self, painter): deck_start_x = center_x - (total_deck_width * scale) / 2 deck_left_x = deck_start_x deck_right_x = deck_start_x + total_deck_width * scale - - - deck_width_px = deck_right_x - deck_left_x - mid_x = (deck_left_x + deck_right_x) / 2 - - # 2% of half width - slope_height = 0.005 * (deck_width_px/2) - - def slope_offset(x): - xi = (x - mid_x) / (deck_width_px / 2) # normalize [-1,1] - return -slope_height * (1 - xi**2) # parabola # Calculate all widths in pixels railing_width_px = self.params['railing_width'] * scale @@ -1510,6 +1499,22 @@ def slope_offset(x): median_start_x = None median_end_x = None + # Apply cross slope only in the carriageway region: + # start after left crash barrier and end before right crash barrier. + slope_start_x = carriageway_start_x + slope_end_x = carriageway_end_x + slope_span = max(1.0, slope_end_x - slope_start_x) + slope_mid_x = (slope_start_x + slope_end_x) / 2.0 + + # 0.5% of half carriageway width (parabolic camber) + slope_height = 0.005 * (slope_span / 2.0) + + def slope_offset(x): + if x < slope_start_x or x > slope_end_x: + return 0.0 + xi = (x - slope_mid_x) / (slope_span / 2.0) # normalize [-1,1] + return -slope_height * (1.0 - xi**2) + n = max(1, int(self.params['num_girders'])) deck_overhang_px = self.params.get('deck_overhang', 1000) * scale @@ -1569,33 +1574,34 @@ def slope_offset(x): painter.setBrush(QBrush(QColor(40, 40, 40))) # asphalt black painter.setPen(Qt.NoPen) - num_points = 50 - top_pts = [] - bottom_pts = [] - - # Function to restrict to carriageway only - def is_in_carriageway(x): - if median_present: - return ((carriageway_start_x <= x <= median_start_x) or - (median_end_x <= x <= carriageway_end_x)) - else: - return (carriageway_start_x <= x <= carriageway_end_x) - - for i in range(num_points + 1): - x = deck_left_x + i * (deck_right_x - deck_left_x) / num_points - - if not (left_barrier_x <= x <= right_barrier_end_x): - continue - - y_bottom = deck_top_y + slope_offset(x) - y_top = y_bottom - wc_thickness_px - - top_pts.append(QPointF(x, y_top)) - bottom_pts.insert(0, QPointF(x, y_bottom)) - - if top_pts and bottom_pts: - wc_polygon = QPolygonF(top_pts + bottom_pts) - painter.drawPolygon(wc_polygon) + # Use rendered barrier footprint so wearing course reaches visual barrier ends. + rendered_cb_width_px = self._get_crash_barrier_rendered_width_mm() * scale + left_barrier_visual_end = left_barrier_x + rendered_cb_width_px + right_barrier_visual_start = right_barrier_end_x - rendered_cb_width_px + + def draw_wearing_segment(x_start, x_end, num_points=50): + if x_end <= x_start: + return + seg_top_pts = [] + seg_bottom_pts = [] + for i in range(num_points + 1): + x = x_start + i * (x_end - x_start) / num_points + y_bottom = deck_top_y + slope_offset(x) + y_top = y_bottom - wc_thickness_px + seg_top_pts.append(QPointF(x, y_top)) + seg_bottom_pts.insert(0, QPointF(x, y_bottom)) + + if seg_top_pts and seg_bottom_pts: + painter.drawPolygon(QPolygonF(seg_top_pts + seg_bottom_pts)) + + if median_present and median_start_x is not None and median_end_x is not None: + # Left carriageway strip + draw_wearing_segment(left_barrier_visual_end, median_start_x) + # Right carriageway strip + draw_wearing_segment(median_end_x, right_barrier_visual_start) + else: + # Single carriageway strip + draw_wearing_segment(left_barrier_visual_end, right_barrier_visual_start) wc_hover_rect = QRectF( carriageway_start_x, @@ -1629,6 +1635,15 @@ def is_in_carriageway(x): painter.setBrush(self.concrete_brush) painter.setPen(Qt.NoPen) + # Raise slab under left railing as well so railing stays on top + if left_railing_present and left_rail_w_px > 0: + painter.drawRect(QRectF( + deck_left_x, + fp_top_y, + left_rail_w_px, + fp_thick_px + )) + painter.drawRect(QRectF( left_fp_x, fp_top_y, @@ -1638,13 +1653,23 @@ def is_in_carriageway(x): # Top edge - painter.drawLine(QPointF(left_fp_x, fp_top_y), + painter.setPen(deck_outline_pen) + painter.drawLine(QPointF(deck_left_x, fp_top_y), QPointF(left_fp_x + left_fp_width_px, fp_top_y)) if fp_config in ['right', 'both'] and right_fp_width > 0: # Draw footpath fill painter.setBrush(self.concrete_brush) painter.setPen(Qt.NoPen) + # Raise slab under right railing as well so railing stays on top + if right_railing_present and right_rail_w_px > 0: + painter.drawRect(QRectF( + deck_right_x - right_rail_w_px, + fp_top_y, + right_rail_w_px, + fp_thick_px + )) + painter.drawRect(QRectF(right_fp_x, fp_top_y, right_fp_width_px, fp_thick_px)) @@ -1653,7 +1678,7 @@ def is_in_carriageway(x): painter.setBrush(Qt.NoBrush) # Top edge painter.drawLine(QPointF(right_fp_x, fp_top_y), - QPointF(right_fp_x + right_fp_width_px, fp_top_y)) + QPointF(deck_right_x, fp_top_y)) # Draw crash barriers #cb_y = deck_top_y - 1 # Left barrier: x is where it STARTS (left edge) @@ -1803,11 +1828,13 @@ def is_in_carriageway(x): if fp_config in ['left', 'both'] and left_fp_width > 0: railing_x = deck_left_x - left_railing_rect = self.draw_railing(painter, railing_x, deck_top_y, scale, "left") + # Place railing on raised footpath top, not on main deck top. + left_railing_rect = self.draw_railing(painter, railing_x, fp_top_y, scale, "left") if fp_config in ['right', 'both'] and right_fp_width > 0: railing_x = deck_right_x - railing_outer_width_px - right_railing_rect = self.draw_railing(painter, railing_x, deck_top_y, scale, "right") + # Place railing on raised footpath top, not on main deck top. + right_railing_rect = self.draw_railing(painter, railing_x, fp_top_y, scale, "right") # Draw crash barriers cb_y = deck_top_y # Left barrier: x is where it STARTS (left edge) From d413354acacad93df38a86c85d33e02d4737b609 Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Mon, 13 Apr 2026 22:09:42 +0530 Subject: [PATCH 119/225] refactor: update wearing course inputs and sync with CAD - renamed wearing_coat fields to wearing_* - added wearing_course_* parameters - kept UI and CAD parameters consistent --- .../dialogs/tabs/typical_section_details.py | 21 +++++++++++++------ .../desktop/ui/docks/cad_dual_view.py | 18 ++++++++-------- 2 files changed, 24 insertions(+), 15 deletions(-) diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py b/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py index 34b62ce29..550497c6e 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py @@ -275,6 +275,9 @@ def init_ui(self): if hasattr(self, "wearing_thickness"): self.wearing_thickness.editingFinished.connect(self._update_cad_preview) + if hasattr(self, "wearing_density"): + self.wearing_density.editingFinished.connect(self._update_cad_preview) + if hasattr(self, "wearing_material"): self.wearing_material.currentTextChanged.connect(self._update_cad_preview) @@ -371,14 +374,20 @@ def _update_cad_preview(self): params["crash_barrier_type"] = ui_cb_type # ---- Wearing Course ---- - if hasattr(self, "wearing_coat_thickness") and self.wearing_coat_thickness.text(): - params[KEY_WEARING_COAT_THICKNESS] = float(self.wearing_coat_thickness.text()) + if hasattr(self, "wearing_thickness") and self.wearing_thickness.text(): + wearing_thickness = float(self.wearing_thickness.text()) + params[KEY_WEARING_COAT_THICKNESS] = wearing_thickness + params["wearing_course_thickness"] = wearing_thickness - if hasattr(self, "wearing_coat_density") and self.wearing_coat_density.text(): - params[KEY_WEARING_COAT_DENSITY] = float(self.wearing_coat_density.text()) + if hasattr(self, "wearing_density") and self.wearing_density.text(): + wearing_density = float(self.wearing_density.text()) + params[KEY_WEARING_COAT_DENSITY] = wearing_density + params["wearing_course_density"] = wearing_density - if hasattr(self, "wearing_coat_material"): - params[KEY_WEARING_COAT_MATERIAL] = self.wearing_coat_material.currentText() + if hasattr(self, "wearing_material"): + wearing_material = self.wearing_material.currentText() + params[KEY_WEARING_COAT_MATERIAL] = wearing_material + params["wearing_course_material"] = wearing_material # ---- Median ---- if hasattr(self, "median_type"): diff --git a/src/osdagbridge/desktop/ui/docks/cad_dual_view.py b/src/osdagbridge/desktop/ui/docks/cad_dual_view.py index da9ac1a96..de8bda925 100644 --- a/src/osdagbridge/desktop/ui/docks/cad_dual_view.py +++ b/src/osdagbridge/desktop/ui/docks/cad_dual_view.py @@ -237,19 +237,19 @@ def update_from_osdag_inputs(self, input_dict): # ---- Wearing Coat ---- if KEY_WEARING_COAT_THICKNESS in input_dict: - params[KEY_WEARING_COAT_THICKNESS] = float( - input_dict[KEY_WEARING_COAT_THICKNESS] - ) + wearing_thickness = float(input_dict[KEY_WEARING_COAT_THICKNESS]) + params[KEY_WEARING_COAT_THICKNESS] = wearing_thickness + params["wearing_course_thickness"] = wearing_thickness if KEY_WEARING_COAT_DENSITY in input_dict: - params[KEY_WEARING_COAT_DENSITY] = float( - input_dict[KEY_WEARING_COAT_DENSITY] - ) + wearing_density = float(input_dict[KEY_WEARING_COAT_DENSITY]) + params[KEY_WEARING_COAT_DENSITY] = wearing_density + params["wearing_course_density"] = wearing_density if KEY_WEARING_COAT_MATERIAL in input_dict: - params[KEY_WEARING_COAT_MATERIAL] = input_dict[ - KEY_WEARING_COAT_MATERIAL - ] + wearing_material = input_dict[KEY_WEARING_COAT_MATERIAL] + params[KEY_WEARING_COAT_MATERIAL] = wearing_material + params["wearing_course_material"] = wearing_material # Map footpath configuration From 346e4e83d963baad211d95b552a6279b9d0ce959 Mon Sep 17 00:00:00 2001 From: Faizan Khan Date: Thu, 16 Apr 2026 11:42:40 +0530 Subject: [PATCH 120/225] Added Custom type drawing for crash barrier, median and railing --- .../dialogs/tabs/typical_section_details.py | 34 ++++- .../desktop/ui/docks/cad_cross_section.py | 123 ++++++++++++++---- 2 files changed, 127 insertions(+), 30 deletions(-) diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py b/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py index 550497c6e..0e713ed30 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/typical_section_details.py @@ -1171,7 +1171,8 @@ def _apply_crash_barrier_defaults(self, barrier_type: str, force: bool = False): is_metallic = self._is_metallic_barrier(barrier_type) is_custom = barrier_type == "Custom" - geom = CrashBarrierGeometry.get_geometry(barrier_type) + effective_barrier_type = self._effective_crash_barrier_type(barrier_type) + geom = CrashBarrierGeometry.get_geometry(effective_barrier_type) def _set(widget, value: str): @@ -1204,6 +1205,11 @@ def _set(widget, value: str): if force and self.crash_barrier_load: self.crash_barrier_load.clear() elif is_custom: + if geom: + if "bottom_width" in geom: + _set(self.crash_barrier_width, f"{geom['bottom_width'] / 1000:.2f}") + if "total_height" in geom: + _set(self.crash_barrier_height, f"{geom['total_height'] / 1000:.2f}") if force and self.crash_barrier_load: self.crash_barrier_load.clear() @@ -1230,7 +1236,8 @@ def _apply_median_defaults(self, median_type: str, force: bool = False): is_metallic = self._is_metallic_median(median_type) is_custom = median_type == "Custom" - geom = MedianGeometry.get_geometry(median_type) + effective_median_type = self._effective_median_type(median_type) + geom = MedianGeometry.get_geometry(effective_median_type) def _set(widget, value: str): if widget is None: @@ -1263,12 +1270,19 @@ def _set(widget, value: str): if force and self.median_load: self.median_load.clear() elif is_custom: + if geom: + if "median_width" in geom: + _set(self.median_width, f"{geom['median_width'] / 1000:.2f}") + if "barrier_height" in geom: + _set(self.median_height, f"{geom['barrier_height'] / 1000:.2f}") + elif "kerb_height" in geom: + _set(self.median_height, f"{geom['kerb_height'] / 1000:.2f}") if force and self.median_load: self.median_load.clear() self._update_median_visibility(median_type, include_median=True) - geom = MedianGeometry.get_geometry(median_type) + geom = MedianGeometry.get_geometry(effective_median_type) params = { "median_type": median_type, @@ -1304,7 +1318,8 @@ def _apply_railing_defaults(self, force: bool = False): return railing_type = self.railing_type.currentText() - geom = RailingGeometry.get_geometry(railing_type) + effective_railing_type = self._effective_railing_type(railing_type) + geom = RailingGeometry.get_geometry(effective_railing_type) def _set(widget, value: str): if widget is None: @@ -1327,7 +1342,7 @@ def _set(widget, value: str): # Manually apply once self.on_railing_load_mode_changed("Automatic (IRC 6)") - geom = RailingGeometry.get_geometry(railing_type) + geom = RailingGeometry.get_geometry(effective_railing_type) params = { "railing_type": railing_type, @@ -1345,6 +1360,15 @@ def _set(widget, value: str): def _is_metallic_barrier(self, barrier_type): return barrier_type.startswith("IRC 5 - Metallic Crash Barrier") + def _effective_crash_barrier_type(self, barrier_type): + return "IRC 5 - RCC Crash Barrier" if barrier_type == "Custom" else barrier_type + + def _effective_median_type(self, median_type): + return "IRC 5 - Raised Kerb" if median_type == "Custom" else median_type + + def _effective_railing_type(self, railing_type): + return "IRC 5 - RCC Railing" if railing_type == "Custom" else railing_type + def _is_rcc_barrier(self, barrier_type): return ( barrier_type.startswith("IRC 5 - RCC Crash Barrier") diff --git a/src/osdagbridge/desktop/ui/docks/cad_cross_section.py b/src/osdagbridge/desktop/ui/docks/cad_cross_section.py index 3b3d0d1f0..3fab9f862 100644 --- a/src/osdagbridge/desktop/ui/docks/cad_cross_section.py +++ b/src/osdagbridge/desktop/ui/docks/cad_cross_section.py @@ -21,7 +21,7 @@ class CrossSectionCADWidget(QWidget): """Widget for drawing bridge cross-section view""" # ===== SHARED CAD COLORS ===== GIRDER_COLOR = QColor(179, 180, 160) - STIFFENER_COLOR = QColor(79, 78, 70) + # STIFFENER_COLOR = QColor(79, 78, 70) CROSS_BRACING_COLOR = QColor(235, 236, 211) RAILING_COLOR = QColor(210, 210, 210) BARRIER_COLOR = QColor(220, 220, 220) @@ -953,19 +953,43 @@ def draw_content(p: QPainter, ox: float, oy: float): def draw_median(self, painter, median_start_x, median_end_x, deck_top_y, scale, median_color): """Dispatcher for different median types based on IRC 5 geometry""" - geo = MedianGeometry.get_geometry(self.median_type) + is_custom = self.median_type == "Custom" + median_type = self._effective_median_type() + geo = MedianGeometry.get_geometry(median_type) if not geo: return if geo["type"] == "kerb": - self.draw_raised_kerb_median(painter, median_start_x, median_end_x, deck_top_y, scale, median_color, geo) + self.draw_raised_kerb_median( + painter, + median_start_x, + median_end_x, + deck_top_y, + scale, + median_color, + geo, + dashed_border=is_custom, + ) elif geo["type"] == "rcc_barrier": - self.draw_rcc_barrier_median(painter, median_start_x, median_end_x, deck_top_y, scale, median_color, geo) + self.draw_rcc_barrier_median( + painter, + median_start_x, + median_end_x, + deck_top_y, + scale, + median_color, + geo, + dashed_border=is_custom, + ) elif geo["type"] == "metallic": self.draw_metallic_median(painter, median_start_x, median_end_x, deck_top_y, scale, median_color, geo) def draw_railing(self, painter, x, y, scale, side): """Dispatcher for different railing types based on IRC 5 geometry""" + if self.railing_type == "Custom": + custom_geo = RailingGeometry.get_geometry("IRC 5 - RCC Railing") + return self.draw_rcc_railing(painter, x, y, scale, side, custom_geo, dashed_border=True) + geo = RailingGeometry.get_geometry(self.railing_type) if not geo: # Fallback to existing RCC railing if type is not recognized @@ -978,7 +1002,7 @@ def draw_railing(self, painter, x, y, scale, side): return self.draw_rcc_railing(painter, x, y, scale, side) - def draw_rcc_railing(self, painter, x_start, y_base, scale, side='left', geo=None): + def draw_rcc_railing(self, painter, x_start, y_base, scale, side='left', geo=None, dashed_border=False): """Draw standard RCC railing based on IRC diagrams""" border_color = QColor(120, 120, 120) # Dimensions for RCC railing (mm) @@ -1002,14 +1026,22 @@ def draw_rcc_railing(self, painter, x_start, y_base, scale, side='left', geo=Non post_top_y = y_base - total_h corner_radius = min(outer_w * 0.05, 4) + + border_pen = QPen( + border_color, + max(1.5, scale * 2), + Qt.DashLine if dashed_border else Qt.SolidLine, + ) + if dashed_border: + border_pen.setDashPattern([6, 4]) - painter.setBrush(QBrush(QColor(220, 220, 220))) # Light grey base - painter.setPen(QPen(border_color, max(1.5, scale * 2))) + painter.setBrush(QBrush(QColor(255, 250, 220)) if self.hovered_element == 'railing' else self.concrete_brush) + painter.setPen(border_pen) base_rect = QRectF(rect_x, base_top_y, outer_w, base_h) painter.drawRect(base_rect) painter.setBrush(QBrush(QColor(220, 220, 220))) # Light grey post body - painter.setPen(QPen(border_color, max(1.5, scale * 2))) + painter.setPen(border_pen) post_rect = QRectF(rect_x, post_top_y, outer_w, post_h) painter.drawRoundedRect(post_rect, corner_radius, corner_radius) @@ -1066,7 +1098,7 @@ def draw_steel_railing(self, painter, x, y, scale, side, geo): railing_top_y = y - total_h # 1. Concrete Base - painter.setBrush(QBrush(QColor(126, 126, 126))) + painter.setBrush(QBrush(QColor(255, 250, 220)) if self.hovered_element == 'railing' else self.concrete_brush) painter.setPen(QPen(border_color, max(1.5, scale * 2))) base_rect = QRectF(rect_x, base_top_y, base_w, base_h) painter.drawRect(base_rect) @@ -1095,7 +1127,7 @@ def draw_steel_railing(self, painter, x, y, scale, side, geo): return (rect_x, railing_top_y, rect_x + base_w, y, base_w) - def draw_raised_kerb_median(self, painter, median_start_x, median_end_x, deck_top_y, scale, median_color, geo): + def draw_raised_kerb_median(self, painter, median_start_x, median_end_x, deck_top_y, scale, median_color, geo, dashed_border=False): """Draw Raised Kerb median (trapezoid shape)""" border_color = QColor(120, 120, 120) h = geo.get("kerb_height", 225) * scale @@ -1119,14 +1151,22 @@ def draw_raised_kerb_median(self, painter, median_start_x, median_end_x, deck_to painter.setBrush(QBrush(QColor(255, 250, 220))) else: painter.setBrush(self.concrete_brush) - - painter.setPen(QPen(border_color, max(1.5, scale * 1.5))) + + border_pen = QPen( + border_color, + max(1.5, scale * 1.5), + Qt.DashLine if dashed_border else Qt.SolidLine, + ) + if dashed_border: + border_pen.setDashPattern([6, 4]) + + painter.setPen(border_pen) painter.drawPolygon(QPolygonF(points)) hover_rect = QRectF(median_start_x, y_top, median_width_px, h) self.cross_section_hover_zones.append((hover_rect, 'median')) - def draw_rcc_barrier_median(self, painter, median_start_x, median_end_x, deck_top_y, scale, median_color, geo): + def draw_rcc_barrier_median(self, painter, median_start_x, median_end_x, deck_top_y, scale, median_color, geo, dashed_border=False): """Draw two RCC crash barriers for median following standard shape""" border_color = QColor(120, 120, 120) barrier_h_mm = geo.get("barrier_height", 900.0) @@ -1152,7 +1192,14 @@ def draw_rcc_barrier_median(self, painter, median_start_x, median_end_x, deck_to barrier_brush = QBrush(QColor(255, 250, 220)) if self.hovered_element == 'median' else self.concrete_brush painter.setBrush(barrier_brush) - painter.setPen(QPen(border_color, max(1.5, scale * 1.5))) + border_pen = QPen( + border_color, + max(1.5, scale * 1.5), + Qt.DashLine if dashed_border else Qt.SolidLine, + ) + if dashed_border: + border_pen.setDashPattern([6, 4]) + painter.setPen(border_pen) # LEFT assembly (faces LEFT) x_l = median_start_x + bottom_w @@ -1195,14 +1242,15 @@ def draw_metallic_median(self, painter, median_start_x, median_end_x, deck_top_y x_tl = x_bl + (bottom_w - top_w) / 2 x_tr = x_tl + top_w - painter.setBrush(QBrush(QColor(220, 220, 220))) + painter.setBrush(QBrush(QColor(255, 250, 220)) if self.hovered_element == 'median' else self.concrete_brush) painter.setPen(QPen(border_color, max(1.0, scale))) painter.drawPolygon(QPolygonF([QPointF(x_bl, y_bottom), QPointF(x_br, y_bottom), QPointF(x_tr, y_top_kerb), QPointF(x_tl, y_top_kerb)])) post_w, post_offset = 150.0 * scale, 75.0 * scale spacer_w, spacer_h = 200.0 * scale, 330.0 * scale w_beam_h, w_beam_depth, w_beam_thk = 330.0 * scale, 83.0 * scale, 3.0 * scale - post_color = QColor(255, 250, 220) if self.hovered_element == 'median' else QColor(220, 220, 220) + # Match metallic post fill with stiffener color used in cross-section rendering. + post_color = QColor(210, 210, 205) if self.hovered_element == 'median' else QColor(210, 210, 205) def draw_side_assembly(is_left): # Assembly on Left side of median (near x_tl): [Beam] [Spacer] [Post] -> Facing left carriageway @@ -1318,7 +1366,7 @@ def draw_median_crash_barriers(self, painter, median_start_x, median_end_x, deck QPointF(x_left, y_base_top), # left after base ] - painter.setBrush(QBrush(MEDIAN_GREY)) + painter.setBrush(QBrush(self.MEDIAN_COLOR)) painter.setPen(QPen(QColor(0, 0, 0), max(1.5, scale * 1.5))) painter.drawPolygon(QPolygonF(points_left)) @@ -1350,7 +1398,7 @@ def draw_median_crash_barriers(self, painter, median_start_x, median_end_x, deck def _get_crash_barrier_rendered_width_mm(self): """Return the actual crash barrier footprint width used by draw_crash_barrier.""" - geo = CrashBarrierGeometry.get_geometry(self.crash_barrier_type) + geo = CrashBarrierGeometry.get_geometry(self._effective_crash_barrier_type()) default_width = float(self.params.get('crash_barrier_width', 500)) if not geo: @@ -1372,7 +1420,7 @@ def draw_cross_section(self, painter): BARRIER_COLOR = QColor(220, 220, 220) - MEDIAN_GREY = QColor(221, 221, 221) + MEDIAN_GREY = QColor(210, 210, 205) CONCRETE_COLOR = QColor(225, 225, 225) END_DIAPHRAGM_COLOR = QColor(134, 134, 100) @@ -1697,6 +1745,12 @@ def draw_wearing_segment(x_start, x_end, num_points=50): painter.drawLine(QPointF(deck_slab_left, deck_bottom_y), QPointF(deck_slab_right, deck_bottom_y)) + # Draw side borders of the deck slab (left and right edges) + left_top_y = deck_top_y + slope_offset(deck_slab_left) + right_top_y = deck_top_y + slope_offset(deck_slab_right) + painter.drawLine(QPointF(deck_slab_left, left_top_y), QPointF(deck_slab_left, deck_bottom_y)) + painter.drawLine(QPointF(deck_slab_right, right_top_y), QPointF(deck_slab_right, deck_bottom_y)) + # Draw girders and stiffeners @@ -2557,7 +2611,8 @@ def draw_crash_barrier(self, painter, x, y, scale, side='left'): """Draw crash barrier cross-section using IRC 5 geometry spec. """ border_color = QColor(120, 120, 120) - cb_type = self.crash_barrier_type + is_custom = self.crash_barrier_type == "Custom" + cb_type = self._effective_crash_barrier_type() geo = CrashBarrierGeometry.get_geometry(cb_type) if not geo: @@ -2592,7 +2647,14 @@ def draw_crash_barrier(self, painter, x, y, scale, side='left'): right_at_top = 225 * scale * shape_scale # outer wall x at top painter.setBrush(QBrush(QColor(255, 250, 220)) if self.hovered_element == 'crash_barrier' else self.concrete_brush) - painter.setPen(QPen(border_color, max(1.5, scale * 1.5))) + border_pen = QPen( + border_color, + max(1.5, scale * 1.5), + Qt.DashLine if is_custom else Qt.SolidLine, + ) + if is_custom: + border_pen.setDashPattern([6, 4]) + painter.setPen(border_pen) if side == 'left': # Same as median RIGHT barrier (carriageway-facing curve on the right) @@ -2696,14 +2758,15 @@ def draw_crash_barrier(self, painter, x, y, scale, side='left'): # W-Beam starts at spacer left edge (which is spacer_x_start - spacer_w) beam_root_x = post_rect_x - spacer_w - + # Draw Kerb - painter.setBrush(QBrush(QColor(180, 180, 180))) + painter.setBrush(QBrush(QColor(255, 250, 220)) if self.hovered_element == 'crash_barrier' else self.concrete_brush) painter.setPen(QPen(border_color, max(1.0, scale))) painter.drawPolygon(QPolygonF(kerb_points)) # Draw Post - post_color = QColor(80, 80, 80) # Steel color + # Match metallic post fill with stiffener color used in cross-section rendering. + post_color = QColor(210, 210, 205) if self.hovered_element == 'crash_barrier': post_color = QColor(255, 250, 220) painter.setBrush(QBrush(post_color)) @@ -2772,4 +2835,14 @@ def get_wave_y(z_rel): # z_rel from 0 to w_beam_h assembly_width = max(kerb_bottom_w, (x - (beam_root_x - w_beam_depth))) hover_rect = QRectF(x - assembly_width, assembly_top_y, abs(assembly_width), assembly_bottom_y - assembly_top_y) - self.cross_section_hover_zones.append((hover_rect, 'crash_barrier')) \ No newline at end of file + self.cross_section_hover_zones.append((hover_rect, 'crash_barrier')) + + def _effective_crash_barrier_type(self): + if self.crash_barrier_type == "Custom": + return "IRC 5 - RCC Crash Barrier" + return self.crash_barrier_type + + def _effective_median_type(self): + if self.median_type == "Custom": + return "IRC 5 - Raised Kerb" + return self.median_type \ No newline at end of file From 69fa5856f3b19eb671439145ea55a9aa88b5a96f Mon Sep 17 00:00:00 2001 From: mhsuhail00 Date: Sun, 8 Mar 2026 20:18:32 +0530 Subject: [PATCH 121/225] Simplified Input_dock generalization More generalization Input Dock --- .../bridge_types/plate_girder/defaults.py | 531 ++++ .../bridge_types/plate_girder/plots_widget.py | 3 +- .../bridge_types/plate_girder/ui_fields.py | 684 ++---- .../bridge_types/plate_girder/validator.py | 38 +- src/osdagbridge/core/utils/common.py | 47 +- .../desktop/ui/dialogs/project_location.py | 11 +- .../desktop/ui/docks/input_dock.py | 2179 ++++++----------- src/osdagbridge/desktop/ui/template_page.py | 27 +- 8 files changed, 1592 insertions(+), 1928 deletions(-) create mode 100644 src/osdagbridge/core/bridge_types/plate_girder/defaults.py diff --git a/src/osdagbridge/core/bridge_types/plate_girder/defaults.py b/src/osdagbridge/core/bridge_types/plate_girder/defaults.py new file mode 100644 index 000000000..1e3bcd42b --- /dev/null +++ b/src/osdagbridge/core/bridge_types/plate_girder/defaults.py @@ -0,0 +1,531 @@ +"""Centralized defaults for Plate Girder Bridge.""" + +from __future__ import annotations + +from copy import deepcopy + +from osdagbridge.core.utils.codes.irc5_2015 import IRC5_2015 +from osdagbridge.core.utils.codes.keyfile import ( + KEY_CRASH_BARRIER_TYPE, + KEY_FOOTPATH, + KEY_MEDIAN_TYPE, + KEY_METALLIC_CRASH_BARRIER_TYPE, + KEY_RAILING_TYPE, + KEY_RIGID_CRASH_BARRIER_TYPE, +) +from osdagbridge.core.utils.common import ( + DEFAULT_CONCRETE_DENSITY, + DEFAULT_CRASH_BARRIER_WIDTH, + DEFAULT_GIRDER_SPACING, + DEFAULT_RAILING_WIDTH, +) +from .initial_sizing import ( + DEFAULT_DECK_OVERHANG_RATIO as IS_DEFAULT_DECK_OVERHANG_RATIO, + DEFAULT_DECK_THICKNESS as IS_DEFAULT_DECK_THICKNESS_MM, + DEFAULT_FOOTPATH_WIDTH as IS_DEFAULT_FOOTPATH_WIDTH_M, +) + +# Workflow/runtime defaults used by plategirderbridge.py +DEFAULT_STRUCTURE_NAME = "plate_girder_bridge" +DEFAULT_SPAN_M = 33.5 +DEFAULT_CARRIAGEWAY_WIDTH_M = 10.0 +DEFAULT_MEDIAN_WIDTH_M = 0.0 +DEFAULT_NO_OF_GIRDERS = 4 +DEFAULT_DECK_THICKNESS_MM = float(IS_DEFAULT_DECK_THICKNESS_MM) +DEFAULT_GIRDER_SYMMETRY = "Girder Symmetric" +DEFAULT_SKEW_ANGLE_DEG = 0.0 +DEFAULT_GEOMETRY_TOLERANCE = 1e-3 + +# CAD defaults used by cad_generator.py +DEFAULT_CAD_CHAMFER_LENGTH_MM = 40 +DEFAULT_IRC_RIGID_BARRIER_BASE_WIDTH_MM = 450 +DEFAULT_IRC_METALLIC_BARRIER_BASE_WIDTH_MM = 550 +DEFAULT_STEEL_RAILING_WIDTH_MM = 200 +DEFAULT_RCC_RAILING_WIDTH_MM = 275 + +DEFAULT_CAD_SPAN_LENGTH_L = 25000 +DEFAULT_CAD_GIRDER_SECTION_D = 900 +DEFAULT_CAD_GIRDER_SECTION_BF = 500 +DEFAULT_CAD_GIRDER_SECTION_BF_B = 500 +DEFAULT_CAD_GIRDER_SECTION_TF = 260 +DEFAULT_CAD_GIRDER_SECTION_TF_B = 260 +DEFAULT_CAD_GIRDER_SECTION_TW = 100 +DEFAULT_CAD_NUM_GIRDERS = 5 +DEFAULT_CAD_GIRDER_SPACING = 2750 +DEFAULT_CAD_SKEW_ANGLE = 0 + +DEFAULT_CAD_CARRIAGEWAY_WIDTH = 12000 +DEFAULT_CAD_DECK_THICKNESS = 400 +DEFAULT_CAD_FOOTPATH_CONFIG = "BOTH" +DEFAULT_CAD_FOOTPATH_WIDTH = 1500 +DEFAULT_CAD_RAILING_WIDTH = 300 + +DEFAULT_CAD_BARRIER_TYPE = "Semi-Rigid" +DEFAULT_CAD_CRASH_BARRIER_SUBTYPE = "Double W-beam" +DEFAULT_CAD_ENABLE_MEDIAN = True +DEFAULT_CAD_MEDIAN_TYPE = "Metallic Crash Barrier" +DEFAULT_CAD_RAIL_COUNT = 3 +DEFAULT_CAD_RAILING_TYPE = "rcc" + +DEFAULT_CAD_INCLUDE_INTERMEDIATE_STIFFENERS = True +DEFAULT_CAD_INTERMEDIATE_STIFFENER_SPACING = 2000 +DEFAULT_CAD_INTERMEDIATE_STIFFENER_THICKNESS = 20 +DEFAULT_CAD_INTERMEDIATE_STIFFENER_OUTSTAND = None +DEFAULT_CAD_NUM_END_STIFFENER_PAIRS = 4 +DEFAULT_CAD_END_STIFFENER_THICKNESS = 30 +DEFAULT_CAD_END_STIFFENER_OUTSTAND = None +DEFAULT_CAD_INCLUDE_LONGITUDINAL_STIFFENERS = True +DEFAULT_CAD_NUM_LONGITUDINAL_STIFFENERS = 2 +DEFAULT_CAD_LONGITUDINAL_STIFFENER_THICKNESS = 20 +DEFAULT_CAD_LONGITUDINAL_STIFFENER_OUTSTAND = None + +DEFAULT_CAD_CROSS_BRACING_SPACING = 4000 +DEFAULT_CAD_BRACING_TYPE = "X" +DEFAULT_CAD_X_BRACKET_OPTION = "BOTH" +DEFAULT_CAD_K_TOP_BRACKET = True +DEFAULT_CAD_DIAGONAL_SECTION_TYPE = "ANGLE" +DEFAULT_CAD_DIAGONAL_SECTION_LEG_H = 100 +DEFAULT_CAD_DIAGONAL_SECTION_LEG_W = 50 +DEFAULT_CAD_DIAGONAL_SECTION_CONNECTION_TYPE = "LONGER_LEG" +DEFAULT_CAD_DIAGONAL_THICKNESS = 5 + +DEFAULT_CAD_TOP_CHORD_SECTION_TYPE = "DOUBLE_CHANNEL" +DEFAULT_CAD_TOP_CHORD_SECTION_LEG_H = 80 +DEFAULT_CAD_TOP_CHORD_SECTION_LEG_W = 40 +DEFAULT_CAD_TOP_CHORD_SECTION_CONNECTION_TYPE = "LONGER_LEG" +DEFAULT_CAD_TOP_CHORD_THICKNESS = 5 + +DEFAULT_CAD_BOTTOM_CHORD_SECTION_TYPE = "ANGLE" +DEFAULT_CAD_BOTTOM_CHORD_SECTION_LEG_H = 80 +DEFAULT_CAD_BOTTOM_CHORD_SECTION_LEG_W = 40 +DEFAULT_CAD_BOTTOM_CHORD_SECTION_CONNECTION_TYPE = "LONGER_LEG" +DEFAULT_CAD_BOTTOM_CHORD_THICKNESS = 5 + +DEFAULT_CAD_END_DIAPHRAGM_TYPE = "Cross Bracing" +DEFAULT_CAD_END_DIAPHRAGM_SPACING = 100 +DEFAULT_CAD_END_DIAPHRAGM_BRACING_TYPE = "K" +DEFAULT_CAD_END_DIAPHRAGM_DIAGONAL_SECTION_TYPE = "ANGLE" +DEFAULT_CAD_END_DIAPHRAGM_DIAGONAL_SECTION_LEG_H = 100 +DEFAULT_CAD_END_DIAPHRAGM_DIAGONAL_SECTION_LEG_W = 50 +DEFAULT_CAD_END_DIAPHRAGM_DIAGONAL_SECTION_CONNECTION_TYPE = "LONGER_LEG" +DEFAULT_CAD_END_DIAPHRAGM_DIAGONAL_THICKNESS = 5 + +DEFAULT_CAD_END_DIAPHRAGM_TOP_CHORD_SECTION_TYPE = "CHANNEL" +DEFAULT_CAD_END_DIAPHRAGM_TOP_CHORD_SECTION_LEG_H = 80 +DEFAULT_CAD_END_DIAPHRAGM_TOP_CHORD_SECTION_LEG_W = 40 +DEFAULT_CAD_END_DIAPHRAGM_TOP_CHORD_SECTION_CONNECTION_TYPE = "LONGER_LEG" +DEFAULT_CAD_END_DIAPHRAGM_TOP_CHORD_THICKNESS = 5 + +DEFAULT_CAD_END_DIAPHRAGM_BOTTOM_CHORD_SECTION_TYPE = "ANGLE" +DEFAULT_CAD_END_DIAPHRAGM_BOTTOM_CHORD_SECTION_LEG_H = 80 +DEFAULT_CAD_END_DIAPHRAGM_BOTTOM_CHORD_SECTION_LEG_W = 40 +DEFAULT_CAD_END_DIAPHRAGM_BOTTOM_CHORD_SECTION_CONNECTION_TYPE = "LONGER_LEG" +DEFAULT_CAD_END_DIAPHRAGM_BOTTOM_CHORD_THICKNESS = 5 + +DEFAULT_CAD_END_DIAPHRAGM_SECTION = "I_SECTION" +DEFAULT_CAD_END_DIAPHRAGM_DEPTH = 800 +DEFAULT_CAD_END_DIAPHRAGM_FLANGE_WIDTH = 250 +DEFAULT_CAD_END_DIAPHRAGM_WEB_THICKNESS = 12 +DEFAULT_CAD_END_DIAPHRAGM_FLANGE_THICKNESS = 100 + +# Dictionary-driven Additional-input defaults used by ui_fields_additional_input.py. +# Layout values are sourced from initial_sizing.py to keep UI/backend in sync. +AI_LAYOUT_DEFAULTS = { + "girder_spacing_m": float(DEFAULT_GIRDER_SPACING), + "no_of_girders": int(DEFAULT_NO_OF_GIRDERS), + "deck_overhang_ratio": float(IS_DEFAULT_DECK_OVERHANG_RATIO), + "deck_overhang_m": round(float(DEFAULT_GIRDER_SPACING) * float(IS_DEFAULT_DECK_OVERHANG_RATIO), 3), + "deck_thickness_mm": float(IS_DEFAULT_DECK_THICKNESS_MM), + "footpath_width_m": float(IS_DEFAULT_FOOTPATH_WIDTH_M), + "footpath_thickness_mm": float(IS_DEFAULT_DECK_THICKNESS_MM), +} + +AI_DEFAULTS: dict[str, dict[str, object]] = { + "layout": deepcopy(AI_LAYOUT_DEFAULTS), + "crash_barrier": { + "width_m": float(DEFAULT_CRASH_BARRIER_WIDTH), + "post_spacing_m": "1", + }, + "median": { + "post_spacing_m": "1", + }, + "railing": { + "width_mm": f"{DEFAULT_RAILING_WIDTH * 1000:.0f}", + }, + "wearing_course": { + "density_kn_per_m3": "24.0", + "thickness_mm": "50", + }, + "permanent_load": { + "include_self_weight": "Yes", + "self_weight_factor": "1.00", + "include_deck_weight": "Yes", + "include_wearing_course": "Yes", + "include_crash_barrier": "Yes", + "include_median": "Yes", + "include_railing": "Yes", + }, + "live_load": { + "irc_vehicles_checked": True, + "braking_vehicles_checked": True, + "eccentricity_m": "0.00", + "footpath_mode": "Automatic", + "footpath_pressure_kn_per_mm2": "5.00", + }, + "seismic_load": { + "zone": "II", + "importance_factor": "1.0", + "soil_type": "Type I – Rocky or Hard Soil", + "damping_percent": "2", + "response_reduction_factor": "1", + "dead_load_mode": "Automatic", + "live_load_mode": "Automatic", + }, + "wind_load": { + "avg_exposed_height_m": "10", + "terrain_type": "Plain Terrain", + "site_topography": "Flat", + "gust_factor_mode": "Automatic", + "gust_factor": "2", + "drag_coeff_mode": "Automatic", + "drag_coeff_ll_mode": "Automatic", + "drag_coeff_ll": "1.2", + "lift_coeff_mode": "Automatic", + "lift_coeff": "0.75", + "super_area_elev_mode": "Automatic", + "super_area_plain_mode": "Automatic", + "exposed_frontal_area_mode": "Automatic", + "ecc_deck_mode": "Automatic", + "ll_ecc_mode": "Automatic", + }, + "temperature_load": { + "thermal_coeff_steel_per_c": "12.0e-6", + "thermal_coeff_rcc_per_c": "12.0e-6", + }, + "support_conditions": { + "left": "Fixed", + "right": "Pinned", + "bearing_length": "0", + }, + "design_options": { + "construction_stage": "Yes", + "reinforcement_size": "12 mm", + "reinforcement_material": "Fe 500", + }, + "girder_details": { + "depth_mode": "Optimized", + "top_flange_width_mode": "Optimized", + "top_flange_thickness_mode": "All", + "bottom_flange_width_mode": "Optimized", + "bottom_flange_thickness_mode": "All", + "web_thickness_mode": "All", + }, +} + + +def get_ai_defaults(section: str | None = None) -> dict[str, object] | dict[str, dict[str, object]]: + """Return dictionary-based Additional Inputs defaults.""" + if section is None: + return deepcopy(AI_DEFAULTS) + return deepcopy(AI_DEFAULTS.get(section, {})) + + +# Compatibility aliases consumed across UI/CAD modules. +DEFAULT_AI_LAYOUT_GIRDER_SPACING_M = AI_DEFAULTS["layout"]["girder_spacing_m"] +DEFAULT_AI_LAYOUT_NO_OF_GIRDERS = AI_DEFAULTS["layout"]["no_of_girders"] +DEFAULT_AI_LAYOUT_DECK_OVERHANG_RATIO = AI_DEFAULTS["layout"]["deck_overhang_ratio"] +DEFAULT_AI_LAYOUT_DECK_OVERHANG_M = AI_DEFAULTS["layout"]["deck_overhang_m"] +DEFAULT_AI_LAYOUT_DECK_THICKNESS_MM = f"{AI_DEFAULTS['layout']['deck_thickness_mm']:.0f}" +DEFAULT_AI_LAYOUT_FOOTPATH_WIDTH_M = f"{AI_DEFAULTS['layout']['footpath_width_m']:.2f}" +DEFAULT_AI_LAYOUT_FOOTPATH_THICKNESS_MM = f"{AI_DEFAULTS['layout']['footpath_thickness_mm']:.0f}" + +DEFAULT_AI_CRASH_BARRIER_WIDTH_M = AI_DEFAULTS["crash_barrier"]["width_m"] +DEFAULT_AI_CRASH_BARRIER_POST_SPACING_M = AI_DEFAULTS["crash_barrier"]["post_spacing_m"] +DEFAULT_AI_MEDIAN_POST_SPACING_M = AI_DEFAULTS["median"]["post_spacing_m"] +DEFAULT_AI_RAILING_WIDTH_MM = AI_DEFAULTS["railing"]["width_mm"] + +DEFAULT_AI_WEARING_DENSITY_KN_PER_M3 = AI_DEFAULTS["wearing_course"]["density_kn_per_m3"] +DEFAULT_AI_WEARING_THICKNESS_MM = AI_DEFAULTS["wearing_course"]["thickness_mm"] + +DEFAULT_AI_PERM_INCLUDE_SELF_WEIGHT = AI_DEFAULTS["permanent_load"]["include_self_weight"] +DEFAULT_AI_PERM_SELF_WEIGHT_FACTOR = AI_DEFAULTS["permanent_load"]["self_weight_factor"] +DEFAULT_AI_PERM_INCLUDE_DECK_WEIGHT = AI_DEFAULTS["permanent_load"]["include_deck_weight"] +DEFAULT_AI_PERM_INCLUDE_WEARING_COURSE = AI_DEFAULTS["permanent_load"]["include_wearing_course"] +DEFAULT_AI_PERM_INCLUDE_CRASH_BARRIER = AI_DEFAULTS["permanent_load"]["include_crash_barrier"] +DEFAULT_AI_PERM_INCLUDE_MEDIAN = AI_DEFAULTS["permanent_load"]["include_median"] +DEFAULT_AI_PERM_INCLUDE_RAILING = AI_DEFAULTS["permanent_load"]["include_railing"] + +DEFAULT_AI_LIVE_IRC_VEHICLES_CHECKED = AI_DEFAULTS["live_load"]["irc_vehicles_checked"] +DEFAULT_AI_LIVE_BRAKING_VEHICLES_CHECKED = AI_DEFAULTS["live_load"]["braking_vehicles_checked"] +DEFAULT_AI_LIVE_ECCENTRICITY_M = AI_DEFAULTS["live_load"]["eccentricity_m"] +DEFAULT_AI_LIVE_FOOTPATH_MODE = AI_DEFAULTS["live_load"]["footpath_mode"] +DEFAULT_AI_LIVE_FOOTPATH_PRESSURE_KN_PER_MM2 = AI_DEFAULTS["live_load"]["footpath_pressure_kn_per_mm2"] + +DEFAULT_AI_SEISMIC_ZONE = AI_DEFAULTS["seismic_load"]["zone"] +DEFAULT_AI_SEISMIC_IMPORTANCE_FACTOR = AI_DEFAULTS["seismic_load"]["importance_factor"] +DEFAULT_AI_SEISMIC_SOIL_TYPE = AI_DEFAULTS["seismic_load"]["soil_type"] +DEFAULT_AI_SEISMIC_DAMPING_PERCENT = AI_DEFAULTS["seismic_load"]["damping_percent"] +DEFAULT_AI_SEISMIC_RESPONSE_REDUCTION_FACTOR = AI_DEFAULTS["seismic_load"]["response_reduction_factor"] +DEFAULT_AI_SEISMIC_DEAD_LOAD_MODE = AI_DEFAULTS["seismic_load"]["dead_load_mode"] +DEFAULT_AI_SEISMIC_LIVE_LOAD_MODE = AI_DEFAULTS["seismic_load"]["live_load_mode"] + +DEFAULT_AI_WIND_AVG_EXPOSED_HEIGHT_M = AI_DEFAULTS["wind_load"]["avg_exposed_height_m"] +DEFAULT_AI_WIND_TERRAIN_TYPE = AI_DEFAULTS["wind_load"]["terrain_type"] +DEFAULT_AI_WIND_SITE_TOPOGRAPHY = AI_DEFAULTS["wind_load"]["site_topography"] +DEFAULT_AI_WIND_GUST_FACTOR_MODE = AI_DEFAULTS["wind_load"]["gust_factor_mode"] +DEFAULT_AI_WIND_GUST_FACTOR = AI_DEFAULTS["wind_load"]["gust_factor"] +DEFAULT_AI_WIND_DRAG_COEFF_MODE = AI_DEFAULTS["wind_load"]["drag_coeff_mode"] +DEFAULT_AI_WIND_DRAG_COEFF_LL_MODE = AI_DEFAULTS["wind_load"]["drag_coeff_ll_mode"] +DEFAULT_AI_WIND_DRAG_COEFF_LL = AI_DEFAULTS["wind_load"]["drag_coeff_ll"] +DEFAULT_AI_WIND_LIFT_COEFF_MODE = AI_DEFAULTS["wind_load"]["lift_coeff_mode"] +DEFAULT_AI_WIND_LIFT_COEFF = AI_DEFAULTS["wind_load"]["lift_coeff"] +DEFAULT_AI_WIND_SUPER_AREA_ELEV_MODE = AI_DEFAULTS["wind_load"]["super_area_elev_mode"] +DEFAULT_AI_WIND_SUPER_AREA_PLAIN_MODE = AI_DEFAULTS["wind_load"]["super_area_plain_mode"] +DEFAULT_AI_WIND_EXPOSED_FRONTAL_AREA_MODE = AI_DEFAULTS["wind_load"]["exposed_frontal_area_mode"] +DEFAULT_AI_WIND_ECC_DECK_MODE = AI_DEFAULTS["wind_load"]["ecc_deck_mode"] +DEFAULT_AI_WIND_LL_ECC_MODE = AI_DEFAULTS["wind_load"]["ll_ecc_mode"] + +DEFAULT_AI_TEMP_THERMAL_COEFF_STEEL_PER_C = AI_DEFAULTS["temperature_load"]["thermal_coeff_steel_per_c"] +DEFAULT_AI_TEMP_THERMAL_COEFF_RCC_PER_C = AI_DEFAULTS["temperature_load"]["thermal_coeff_rcc_per_c"] + +DEFAULT_AI_SUPPORT_LEFT = AI_DEFAULTS["support_conditions"]["left"] +DEFAULT_AI_SUPPORT_RIGHT = AI_DEFAULTS["support_conditions"]["right"] +DEFAULT_AI_SUPPORT_BEARING_LENGTH = AI_DEFAULTS["support_conditions"]["bearing_length"] + +DEFAULT_AI_DESIGN_CONSTRUCTION_STAGE = AI_DEFAULTS["design_options"]["construction_stage"] +DEFAULT_AI_DESIGN_REINFORCEMENT_SIZE = AI_DEFAULTS["design_options"]["reinforcement_size"] +DEFAULT_AI_DESIGN_REINFORCEMENT_MATERIAL = AI_DEFAULTS["design_options"]["reinforcement_material"] + +DEFAULT_AI_GIRDER_DEPTH_MODE = AI_DEFAULTS["girder_details"]["depth_mode"] +DEFAULT_AI_GIRDER_TOP_FLANGE_WIDTH_MODE = AI_DEFAULTS["girder_details"]["top_flange_width_mode"] +DEFAULT_AI_GIRDER_TOP_FLANGE_THICKNESS_MODE = AI_DEFAULTS["girder_details"]["top_flange_thickness_mode"] +DEFAULT_AI_GIRDER_BOTTOM_FLANGE_WIDTH_MODE = AI_DEFAULTS["girder_details"]["bottom_flange_width_mode"] +DEFAULT_AI_GIRDER_BOTTOM_FLANGE_THICKNESS_MODE = AI_DEFAULTS["girder_details"]["bottom_flange_thickness_mode"] +DEFAULT_AI_GIRDER_WEB_THICKNESS_MODE = AI_DEFAULTS["girder_details"]["web_thickness_mode"] + +# Additional-input labels used by the Typical Section UI +AI_CRASH_BARRIER_RCC = "IRC 5 - RCC Crash Barrier" +AI_CRASH_BARRIER_HIGH_CONTAINMENT = "IRC 5 - High Containment RCC Crash Barrier" +AI_CRASH_BARRIER_METALLIC_SINGLE = "IRC 5 - Metallic Crash Barrier with Single W-Beam" +AI_CRASH_BARRIER_METALLIC_DOUBLE = "IRC 5 - Metallic Crash Barrier with Double W-Beam" +AI_MEDIAN_RAISED_KERB = "IRC 5 - Raised Kerb" +AI_MEDIAN_RCC = "IRC 5 - RCC Crash Barrier" +AI_MEDIAN_METALLIC_SINGLE = "IRC 5 - Metallic Crash Barrier with Single W-Beam" +AI_MEDIAN_METALLIC_DOUBLE = "IRC 5 - Metallic Crash Barrier with Double W-Beam" +AI_TYPE_CUSTOM = "Custom" + + +def _mm_to_m(value: float | int | None, fallback_m: float) -> float: + if value is None: + return fallback_m + try: + return float(value) / 1000.0 + except (TypeError, ValueError): + return fallback_m + + +def _resolve_irc_footpath(footpath_value: str) -> str: + if footpath_value in KEY_FOOTPATH: + return footpath_value + return KEY_FOOTPATH[1] if len(KEY_FOOTPATH) > 1 else "Single Side" + + +def _resolve_irc_railing(railing_type: str | None) -> str: + if railing_type and "steel" in railing_type.lower(): + return KEY_RAILING_TYPE[1] + return KEY_RAILING_TYPE[0] + + +def get_ai_crash_barrier_defaults( + barrier_type: str, + footpath_value: str = "Both Sides", + railing_type: str | None = None, +) -> dict[str, float | None]: + """Return IRC-backed defaults for Additional Inputs crash-barrier fields.""" + defaults = { + "density": None, + "width_m": None, + "height_m": None, + "area_m2": None, + "load_kn_per_m": None, + "post_spacing_m": None, + } + + if barrier_type == AI_TYPE_CUSTOM: + return defaults + + is_rcc = barrier_type in {AI_CRASH_BARRIER_RCC, AI_CRASH_BARRIER_HIGH_CONTAINMENT} + is_metallic = barrier_type in {AI_CRASH_BARRIER_METALLIC_SINGLE, AI_CRASH_BARRIER_METALLIC_DOUBLE} + if not (is_rcc or is_metallic): + return defaults + + if is_rcc: + irc_barrier = KEY_CRASH_BARRIER_TYPE[2] # Rigid (per IRC helper indexing) + irc_subtype = ( + KEY_RIGID_CRASH_BARRIER_TYPE[1] + if barrier_type == AI_CRASH_BARRIER_HIGH_CONTAINMENT + else KEY_RIGID_CRASH_BARRIER_TYPE[0] + ) + else: + irc_barrier = KEY_CRASH_BARRIER_TYPE[1] # Semi-Rigid + irc_subtype = ( + KEY_METALLIC_CRASH_BARRIER_TYPE[1] + if barrier_type == AI_CRASH_BARRIER_METALLIC_DOUBLE + else KEY_METALLIC_CRASH_BARRIER_TYPE[0] + ) + + try: + design_dict = IRC5_2015.cl_109_6_3_shapes( + barrier_type=irc_barrier, + footpath=_resolve_irc_footpath(footpath_value), + railing_type=_resolve_irc_railing(railing_type), + design_dict={}, + crash_barrier_type=irc_subtype, + ) + except Exception: + design_dict = {} + + if is_rcc: + width_m = _mm_to_m( + design_dict.get("crash_barrier_width"), + float(DEFAULT_AI_CRASH_BARRIER_WIDTH_M), + ) + height_m = _mm_to_m(design_dict.get("crash_barrier_height"), 0.75) + density = float(DEFAULT_CONCRETE_DENSITY) + area_m2 = width_m * height_m + defaults.update( + { + "density": density, + "width_m": width_m, + "height_m": height_m, + "area_m2": area_m2, + "load_kn_per_m": density * area_m2, + } + ) + return defaults + + width_m = _mm_to_m( + design_dict.get("crash_barrier_width"), + DEFAULT_IRC_METALLIC_BARRIER_BASE_WIDTH_MM / 1000.0, + ) + height_m = _mm_to_m(design_dict.get("crash_barrier_height"), 1.05) + post_spacing_m = _mm_to_m( + design_dict.get("post_spacing"), + float(DEFAULT_AI_CRASH_BARRIER_POST_SPACING_M), + ) + defaults.update( + { + "width_m": width_m, + "height_m": height_m, + "post_spacing_m": post_spacing_m, + } + ) + return defaults + + +def get_ai_median_defaults(median_type: str) -> dict[str, float | None]: + """Return IRC-backed defaults for Additional Inputs median fields.""" + defaults = { + "density": None, + "width_m": None, + "height_m": None, + "area_m2": None, + "load_kn_per_m": None, + "post_spacing_m": None, + } + + if median_type == AI_TYPE_CUSTOM: + return defaults + + is_rcc = median_type in {AI_MEDIAN_RAISED_KERB, AI_MEDIAN_RCC} + is_metallic = median_type in {AI_MEDIAN_METALLIC_SINGLE, AI_MEDIAN_METALLIC_DOUBLE} + if not (is_rcc or is_metallic): + return defaults + + if median_type == AI_MEDIAN_RAISED_KERB: + irc_median = KEY_MEDIAN_TYPE[0] + irc_subtype = None + elif median_type == AI_MEDIAN_RCC: + irc_median = KEY_MEDIAN_TYPE[1] + irc_subtype = None + else: + irc_median = KEY_MEDIAN_TYPE[2] + irc_subtype = ( + KEY_METALLIC_CRASH_BARRIER_TYPE[1] + if median_type == AI_MEDIAN_METALLIC_DOUBLE + else KEY_METALLIC_CRASH_BARRIER_TYPE[0] + ) + + try: + design_dict = IRC5_2015.cl_109_6_3_shapes( + barrier_type=irc_median, + footpath=KEY_FOOTPATH[0], + railing_type=None, + design_dict={}, + crash_barrier_type=irc_subtype, + ) + except Exception: + design_dict = {} + + width_m = _mm_to_m(design_dict.get("median_width"), 1.2) + + if median_type == AI_MEDIAN_RAISED_KERB: + height_m = _mm_to_m(design_dict.get("kerb_height"), 0.225) + elif median_type == AI_MEDIAN_RCC: + total_height_mm = (design_dict.get("barrier_height") or 0) + (design_dict.get("kerb_height") or 0) + height_m = _mm_to_m(total_height_mm or None, 1.0) + else: + total_height_mm = (design_dict.get("post_height") or 0) + (design_dict.get("kerb_height") or 0) + height_m = _mm_to_m(total_height_mm or None, 1.05) + + defaults.update({"width_m": width_m, "height_m": height_m}) + + if is_rcc: + density = float(DEFAULT_CONCRETE_DENSITY) + area_m2 = width_m * height_m + defaults.update( + { + "density": density, + "area_m2": area_m2, + "load_kn_per_m": density * area_m2, + } + ) + return defaults + + post_spacing_m = _mm_to_m( + design_dict.get("post_spacing"), + float(DEFAULT_AI_MEDIAN_POST_SPACING_M), + ) + defaults["post_spacing_m"] = post_spacing_m + return defaults + + +#--------------Inp-dict-Start-------------- +from osdagbridge.core.utils.common import ( + KEY_STRUCTURE_TYPE, KEY_PROJECT_LOCATION, KEY_SPAN, KEY_CARRIAGEWAY_WIDTH, KEY_INCLUDE_MEDIAN, + KEY_FOOTPATH, KEY_SKEW_ANGLE, KEY_DESIGN_MODE, KEY_GIRDER, KEY_CROSS_BRACING, KEY_END_DIAPHRAGM, KEY_DECK_CONCRETE_GRADE_BASIC, + VALUES_DECK_CONCRETE_GRADE, + connectdb, +) +material_values = connectdb("Material") + +DEFAULTS_DICT = { + # Input Dock Defaults + KEY_STRUCTURE_TYPE: "Highway Bridge", + KEY_PROJECT_LOCATION: None, + KEY_SPAN: DEFAULT_SPAN_M, + KEY_CARRIAGEWAY_WIDTH: DEFAULT_CARRIAGEWAY_WIDTH_M, + KEY_INCLUDE_MEDIAN: "No", + KEY_FOOTPATH: "None", + KEY_SKEW_ANGLE: DEFAULT_SKEW_ANGLE_DEG, + KEY_DESIGN_MODE: "Optimized", + KEY_GIRDER: material_values[0], + KEY_CROSS_BRACING: material_values[0], + KEY_END_DIAPHRAGM: material_values[0], + KEY_DECK_CONCRETE_GRADE_BASIC: VALUES_DECK_CONCRETE_GRADE[0], + + # Additional Inputs Defaults + + +} +#--------------Inp-dict-End---------------- \ No newline at end of file diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plots_widget.py b/src/osdagbridge/core/bridge_types/plate_girder/plots_widget.py index 170e92eea..d596d0027 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/plots_widget.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/plots_widget.py @@ -1170,5 +1170,4 @@ def update_plot(self): w = PlotWidget() w.resize(1200, 800) w.show() - sys.exit(app.exec()) - sys.exit(app.exec()) + sys.exit(app.exec()) \ No newline at end of file diff --git a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py index ad58c28ea..0b4cd2fdd 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py @@ -1,500 +1,272 @@ from osdagbridge.core.utils.common import * +from osdagbridge.core.bridge_types.plate_girder.defaults import DEFAULTS_DICT + """ -( - key, - display_name, - ui_type, - values, - is_visible, - validator, - ui_config_dict -) +Field definition tuple schema: + (key, display_label, ui_type, values, is_visible, validator, ui_config_dict) + +ui_type values: + TYPE_MODULE → module marker, skipped by dock + TYPE_TITLE → opens a new QGroupBox section + TYPE_COMBOBOX → dropdown field + TYPE_TEXTBOX → text/numeric input field + TYPE_BUTTON → action button row + TYPE_NOTE → hidden label, shown/hidden by domain logic + +ui_config_dict recognised keys: + # Layout / container + container : "main" | "superstructure" | ... + show_group_title : bool (default True) — for TYPE_TITLE only + container_label : str — display name for the collapsible wrapper + add_stretch : bool — adds stretch after widget in the row + + # Initial value + default : initial widget value — single source of truth + + # TYPE_TEXTBOX — placeholder + placeholder : str — static placeholder text + placeholder_dynamic : str — name of an InputDock method that returns + the placeholder string; called on init and + whenever a dependency changes. + e.g. "_carriageway_placeholder_text" + + # TYPE_TEXTBOX — callbacks + on_editing_finished : str | list[str] — InputDock method name(s) called + on editingFinished signal + # TYPE_COMBOBOX — behaviour + disabled_options : list[str] — option text values that are greyed-out + and non-selectable in the dropdown + is_material_field : bool — enables Custom material flow + info (ℹ) button + member_type : "Girder" | "Deck" — used when is_material_field=True + to route MaterialPropertiesDialog + sync logic + + # TYPE_COMBOBOX — callbacks + on_changed : str | list[str] — InputDock method name(s) connected + to currentTextChanged signal + trigger_on_init : bool — fire on_changed handler(s) once on widget + creation with the initial value (default False) + + # TYPE_BUTTON + action : str — InputDock method name called on click + button_label : str — button face text (default "Modify Here") + + # TYPE_NOTE + attr : str — attribute name to set on InputDock so domain + logic can call .setVisible() on the label """ + + class FrontendData: - """Backend for Highway Bridge Design""" - + """Backend state store for Highway Bridge Design.""" + def __init__(self): - self.module = KEY_DISP_FINPLATE - self.design_status = False + self.module_key = KEY_MODULE_PLATE_GIRDER + self.design_status = False self.design_button_status = False - - # Simple UI state store (input/output docks). - # The docks can set values here, and `input_values()` can use them as defaults. - self._input_state: dict[str, object] = {} + self._input_state: dict[str, object] = {} self._output_state: dict[str, object] = {} - # ----------------------------- - # Generic state getters/setters - # ----------------------------- + # ── State getters / setters ─────────────────────────────────────────────── + def set_input_value(self, key: str, value): - if not key: - return - self._input_state[key] = value - # print(f"DEBUG: Backend updated -> {key}: {value}") + if key: + self._input_state[key] = value def get_input_value(self, key: str, default=None): - if not key: - return default - return self._input_state.get(key, default) + return self._input_state.get(key, default) if key else default def set_output_value(self, key: str, value): - if not key: - return - self._output_state[key] = value + if key: + self._output_state[key] = value def get_output_value(self, key: str, default=None): - if not key: - return default - return self._output_state.get(key, default) - - def set_input_values(self, values: dict): - """Bulk update input state (e.g., when loading a saved project).""" - if not isinstance(values, dict): - return - for k, v in values.items(): - if isinstance(k, str): - self._input_state[k] = v - - - def get_input_values_dict(self, include_empty: bool = False) -> dict: - """Export current input state; can be fed into analyzers/designers later.""" - if include_empty: - return dict(self._input_state) - return {k: v for k, v in self._input_state.items() if v not in (None, "")} - - def _iter_defined_input_keys(self): - """Yield keys that represent actual inputs (not titles/modules).""" - for item in self.input_values(): - if not isinstance(item, tuple) or len(item) < 3: - continue - key, _label, ui_type = item[0], item[1], item[2] - if not isinstance(key, str): - continue - if ui_type in (TYPE_TITLE, TYPE_MODULE): - continue - yield key - - def list_input_keys(self) -> list[str]: - """Return input keys in UI definition order.""" - seen: set[str] = set() - ordered: list[str] = [] - for key in self._iter_defined_input_keys(): - if key in seen: - continue - seen.add(key) - ordered.append(key) - return ordered - - def export_basic_inputs_as_list(self, include_empty: bool = False) -> list[dict]: - """Export basic inputs as a list of single-key dictionaries. - - Example: [{"span": 30.0}, {"carriageway_width": 7.5}, ...] - """ - values = self.get_input_values_dict(include_empty=include_empty) - out: list[dict] = [] - for key in self.list_input_keys(): - if key not in values: - continue - value = values.get(key) - if not include_empty and value in (None, ""): - continue - out.append({key: value}) - return out + return self._output_state.get(key, default) if key else default def set_final_design_inputs(self, final_inputs: list[dict]) -> None: - """Persist the final merged input payload for design execution.""" - if not isinstance(final_inputs, list): - return - self.set_input_value("final_design_inputs", final_inputs) - + if isinstance(final_inputs, list): + self._input_state["final_design_inputs"] = final_inputs + + # ── UI field definitions ────────────────────────────────────────────────── + def input_values(self): - """Return structured list of input definitions for the UI""" - options_list = [] + """ + Structured list of input field definitions for the InputDock. - options_list.append( - (KEY_MODULE, KEY_DISP_FINPLATE, TYPE_MODULE, None, True, 'No Validator', {}) - ) + Rules: + - tuple[1] is the sole display label. + - metadata["default"] is the sole source of initial widget values. + - TYPE_BUTTON rows sit inline like any other field. + - TYPE_NOTE rows are hidden labels revealed by domain logic. + - TYPE_TITLE metadata carries only container/show_group_title. + - All per-field validation, placeholders, callbacks, and material + behaviour are declared here — InputDock has no key-specific logic. + """ + material_values = connectdb("Material") - # Type of Structure - options_list.append( - ( - "section_structure", - DISP_TITLE_STRUCTURE, - TYPE_TITLE, - None, - True, - 'No Validator', + return [ + # ── Module marker ───────────────────────────────────────────────── + (KEY_MODULE_PLATE_GIRDER, None, TYPE_MODULE, None, True, "No Validator", {}), + + # ── Type of Structure ───────────────────────────────────────────── + (KEY_SECTION_STRUCTURE, DISP_TITLE_STRUCTURE, TYPE_TITLE, None, True, "No Validator", + {"container": "main"}), + + (KEY_STRUCTURE_TYPE, KEY_DISP_STRUCTURE_TYPE, TYPE_COMBOBOX, VALUES_STRUCTURE_TYPE, + True, "No Validator", { - "container": "main", - "post_note": { - "text": "*Other structures not included", - "attr": "structure_note", - }, - }, - ) - ) - options_list.append( - ( - KEY_STRUCTURE_TYPE, - KEY_DISP_STRUCTURE_TYPE, - TYPE_COMBOBOX, - VALUES_STRUCTURE_TYPE, - True, - 'No Validator', - {}, - ) - ) - - # Project Location (custom content handled in dock) - options_list.append( - ( - "section_project_location", - DISP_TITLE_PROJECT, - TYPE_TITLE, - None, - True, - 'No Validator', + "default": DEFAULTS_DICT.get(KEY_STRUCTURE_TYPE), + "disabled_options": ["Other"], + }), + + # ── Project Location ────────────────────────────────────────────── + (KEY_SECTION_PROJECT, DISP_TITLE_PROJECT, TYPE_TITLE, None, True, "No Validator", + {"container": "main", "show_group_title": False}), + + (KEY_PROJECT_LOCATION, "Project Location*", TYPE_BUTTON, None, True, "No Validator", { - "container": "main", - "custom_content": "project_location", - "show_group_title": False, - "header_label": "Project Location*", - "button_rows": [ - { - "type": "project_location", - "buttons": [ - { - "text": "Add Here", - "action": "show_project_location_dialog", - } - ], - } - ], - }, - ) - ) + "action": "show_project_location_dialog", + "button_label": "Select Location", + }), - # Geometric Details - options_list.append( - ( - "section_geometric", - DISP_TITLE_GEOMETRIC, - TYPE_TITLE, - None, - True, - 'No Validator', + # ── Geometric Details ───────────────────────────────────────────── + (KEY_SECTION_GEOMETRIC, DISP_TITLE_GEOMETRIC, TYPE_TITLE, None, True, "No Validator", + {"container": "superstructure"}), + + (KEY_SPAN, KEY_DISP_SPAN, TYPE_TEXTBOX, None, True, "Double Validator", { - "container": "superstructure", - }, - ) - ) - options_list.append( - ( - KEY_SPAN, - KEY_DISP_SPAN, - TYPE_TEXTBOX, - None, - True, - 'Double Validator', - {"label": "Span*"}, - ) - ) - options_list.append( - ( - KEY_CARRIAGEWAY_WIDTH, - KEY_DISP_CARRIAGEWAY_WIDTH, - TYPE_TEXTBOX, - None, - True, - 'Double Validator', - {"label": "Carriageway Width*\n(Each way)"}, - ) - ) - options_list.append( - ( - KEY_INCLUDE_MEDIAN, - "Include Median", - TYPE_COMBOBOX, - VALUES_YES_NO, - True, - 'No Validator', - {"label": "Include Median", "default": "No", "add_stretch": True}, - ) - ) - options_list.append( - ( - KEY_FOOTPATH, - KEY_DISP_FOOTPATH, - TYPE_COMBOBOX, - VALUES_FOOTPATH, - True, - 'No Validator', - {"label": "Footpath", "default": "None"}, - ) - ) - options_list.append( - ( - KEY_SKEW_ANGLE, - KEY_DISP_SKEW_ANGLE, - TYPE_TEXTBOX, - None, - True, - 'Double Validator', - {"label": "Skew Angle"}, - ) - ) - options_list.append( - ( - "section_additional_geometry", - "", - TYPE_TITLE, - None, - True, - 'No Validator', + "placeholder": f"{SPAN_MIN}–{SPAN_MAX} m", + }), + + (KEY_CARRIAGEWAY_WIDTH, KEY_DISP_CARRIAGEWAY_WIDTH, TYPE_TEXTBOX, None, + True, "Double Validator", + { + "placeholder_dynamic": "_carriageway_placeholder_text", + "on_editing_finished": "validate_carriageway_width", + }), + + (KEY_INCLUDE_MEDIAN, "Include Median", TYPE_COMBOBOX, VALUES_YES_NO, + True, "No Validator", { - "container": "superstructure", - "show_group_title": False, - "post_rows": [ - { - "type": "additional_geometry", - "label": "Additional Geometry", - "buttons": [ - { - "text": "Modify Here", - "action": "show_additional_inputs", - } - ], - } + "default": DEFAULTS_DICT.get(KEY_INCLUDE_MEDIAN), + "add_stretch": True, + # When median toggle changes, refresh the carriageway placeholder + # and silently re-validate the carriageway width. + "on_changed": [ + "_update_carriageway_placeholder", + "_validate_carriageway_width_silent", ], - }, - ) - ) - options_list.append( - ( - "section_design_type", - "", - TYPE_TITLE, - None, - True, - 'No Validator', + }), + + (KEY_FOOTPATH, KEY_DISP_FOOTPATH, TYPE_COMBOBOX, VALUES_FOOTPATH, + True, "No Validator", { - "container": "superstructure", - "show_group_title": False, - }, - ) - ) - options_list.append( - ( - "Design", - "Design Type", - TYPE_COMBOBOX, - ["Optimized", "Custom"], - True, - 'No Validator', - {"label": "Design Type", "default": "Optimized"}, - ) - ) - - # Material Inputs - options_list.append( - ( - "section_material", - DISP_TITLE_MATERIAL, - TYPE_TITLE, - None, - True, - 'No Validator', + "default": DEFAULTS_DICT.get(KEY_FOOTPATH), + "on_changed": "_on_footpath_changed", + }), + + (KEY_SKEW_ANGLE, KEY_DISP_SKEW_ANGLE, TYPE_TEXTBOX, None, + True, "Double Validator", { - "container": "superstructure", - }, - ) - ) - material_values = connectdb("Material") - options_list.append( - ( - KEY_GIRDER, - KEY_DISP_GIRDER, - TYPE_COMBOBOX, - material_values, - True, - 'No Validator', - {"label": "Girder"}, - ) - ) - options_list.append( - ( - KEY_CROSS_BRACING, - KEY_DISP_CROSS_BRACING, - TYPE_COMBOBOX, - material_values, - True, - 'No Validator', - {"label": "Cross Bracing"}, - ) - ) - options_list.append( - ( - KEY_END_DIAPHRAGM, - KEY_DISP_END_DIAPHRAGM, - TYPE_COMBOBOX, - material_values, - True, - 'No Validator', - {"label": "End Diaphragm"}, - ) - ) - options_list.append( - ( - KEY_DECK_CONCRETE_GRADE_BASIC, - KEY_DISP_DECK_CONCRETE_GRADE, - TYPE_COMBOBOX, - VALUES_DECK_CONCRETE_GRADE, - True, - 'No Validator', - {"label": "Deck"}, - ) - ) - - return options_list - - def set_osdaglogger(self, key): - """Logger setup""" - print("Logger set up (mock)") - - def output_values(self, flag=None): - """Return output dock definitions using the same tuple structure as input_values.""" - outputs = [] + "placeholder": f"{SKEW_ANGLE_MIN}–{SKEW_ANGLE_MAX}°", + }), + + # ── Additional Geometry ─────────────────────────────────────────── + (KEY_SECTION_ADDITIONAL_GEOMETRY, None, TYPE_TITLE, None, True, "No Validator", + {"container": "superstructure", "show_group_title": False}), + + (KEY_ADDITIONAL_GEOMETRY, "Additional Geometry", TYPE_BUTTON, None, True, "No Validator", + { + "action": "show_additional_inputs", + "button_label": "Modify Here", + }), + + # ── Design Type ─────────────────────────────────────────────────── + (KEY_SECTION_DESIGN_TYPE, "Design Type", TYPE_TITLE, None, True, "No Validator", + {"container": "superstructure", "show_group_title": False}), + + (KEY_DESIGN_MODE, "Design Type", TYPE_COMBOBOX, ["Optimized", "Custom"], + True, "No Validator", + { + "default": DEFAULTS_DICT.get(KEY_DESIGN_MODE), + "on_changed": "_on_design_mode_changed", + "trigger_on_init": True, + }), - outputs.append( + # ── Material Inputs ─────────────────────────────────────────────── + (KEY_SECTION_MATERIAL, DISP_TITLE_MATERIAL, TYPE_TITLE, None, True, "No Validator", + {"container": "superstructure"}), + + (KEY_GIRDER, KEY_DISP_GIRDER, TYPE_COMBOBOX, material_values, + True, "No Validator", + { + "is_material_field": True, + "member_type": "Girder", + }), + + (KEY_CROSS_BRACING, KEY_DISP_CROSS_BRACING, TYPE_COMBOBOX, material_values, + True, "No Validator", + { + "is_material_field": True, + "member_type": "Girder", + }), + + (KEY_END_DIAPHRAGM, KEY_DISP_END_DIAPHRAGM, TYPE_COMBOBOX, material_values, + True, "No Validator", + { + "is_material_field": True, + "member_type": "Girder", + }), + + (KEY_DECK_CONCRETE_GRADE_BASIC, KEY_DISP_DECK_CONCRETE_GRADE, TYPE_COMBOBOX, + VALUES_DECK_CONCRETE_GRADE, True, "No Validator", + { + "default": DEFAULTS_DICT.get(KEY_DECK_CONCRETE_GRADE_BASIC), + "is_material_field": True, + "member_type": "Deck", + }), + ] + + # ── Output field definitions ────────────────────────────────────────────── + + def output_values(self, flag=None): + return [ ( - "section_output_analysis", - "Analysis Results", - TYPE_TITLE, - None, - True, - "No Validator", + "section_output_analysis", "Analysis Results", + TYPE_TITLE, None, True, "No Validator", { "kind": "analysis", "fields": [ - ( - "analysis_member", - "Member:", - "combobox", - ["All"], - True, - "No Validator", - {"label_min_width": 100}, - ), - ( - "analysis_load_combination", - "Load Combination:", - "combobox", - ["Envelope"], - True, - "No Validator", - {"label_min_width": 100}, - ), - ( - "analysis_forces", - "Forces", - "checkbox_grid", - [ - ["Fx", "Mx", "Dx"], - ["Fy", "My", "Dy"], - ["Fz", "Mz", "Dz"], - ], - True, - "No Validator", - {}, - ), - ( - "analysis_display_options", - "Display Options:", - "checkbox_row", - ["Max", "Min"], - True, - "No Validator", - {}, - ), - ( - "analysis_utilization", - "Controlling Utilization Ratio", - "checkbox", - None, - True, - "No Validator", - {}, - ), + ("analysis_member", "Member:", "combobox", ["All"], True, "No Validator", {}), + ("analysis_load_combination", "Load Combination:", "combobox", ["Envelope"], True, "No Validator", {}), + ("analysis_forces", "Forces", "checkbox_grid", [["Fx","Mx","Dx"], ["Fy","My","Dy"], ["Fz","Mz","Dz"]], True, "No Validator", {}), + ("analysis_display_options", "Display Options:", "checkbox_row", ["Max", "Min"], True, "No Validator", {}), + ("analysis_utilization", "Controlling Utilization Ratio", "checkbox", None, True, "No Validator", {}), ], }, - ) - ) - - outputs.append( + ), ( - "section_output_superstructure", - "Superstructure", - TYPE_TITLE, - None, - True, - "No Validator", + "section_output_superstructure", "Superstructure", + TYPE_TITLE, None, True, "No Validator", { "kind": "design", "rows": [ - { - "label": "Steel Design", - "buttons": [ - {"text": "Here", "action": "open_steel_design"}, - ], - }, - { - "label": "Deck Design", - "buttons": [ - {"text": "Here", "action": "open_deck_design"}, - ], - }, - ] + {"label": "Steel Design", "buttons": [{"text": "Here", "action": "open_steel_design"}]}, + {"label": "Deck Design", "buttons": [{"text": "Here", "action": "open_deck_design"}]}, + ], }, - ) - ) - - outputs.append( + ), ( - "section_output_substructure", - "Substructure", - TYPE_TITLE, - None, - True, - "No Validator", - { - "kind": "design", - "rows": [], - }, - ) - ) + "section_output_substructure", "Substructure", + TYPE_TITLE, None, True, "No Validator", + {"kind": "design", "rows": []}, + ), + ] + + # ── Domain hooks ────────────────────────────────────────────────────────── + + def set_osdaglogger(self, key): + pass - return outputs - def func_for_validation(self, design_inputs): - """Validation Function""" - return None - - def prime_defaults_from_definitions(self): - """Populate state with any defaults declared in `input_values()` metadata.""" - for item in self.input_values(): - if not isinstance(item, tuple) or len(item) < 7: - continue - key, _label, ui_type, values, _required, _validator, metadata = item - if not isinstance(key, str): - continue - if ui_type in (TYPE_TITLE, TYPE_MODULE): - continue - if key in self._input_state: - continue - default = (metadata or {}).get("default") - if default is not None: - self._input_state[key] = default - elif ui_type == TYPE_COMBOBOX and isinstance(values, (list, tuple)) and values: - # If no explicit default is provided, keep the first item as a sensible initial value. - self._input_state[key] = values[0] + return None \ No newline at end of file diff --git a/src/osdagbridge/core/bridge_types/plate_girder/validator.py b/src/osdagbridge/core/bridge_types/plate_girder/validator.py index cfc68fedb..0386fafa3 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/validator.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/validator.py @@ -19,46 +19,46 @@ def validate_basic_inputs(self, inputs: dict) -> dict: errors = {} - span = self._to_float(inputs.get("span")) - carriageway_width = self._to_float(inputs.get("carriageway_width")) - median = inputs.get("median") - footpath = inputs.get("footpath") - skew_angle = self._to_float(inputs.get("skew_angle")) + span = self._to_float(inputs.get("span")) + carriageway_width = self._to_float(inputs.get("carriageway_width")) + median = inputs.get("median") + footpath = inputs.get("footpath") + skew_angle = self._to_float(inputs.get("skew_angle")) # ---------------------------------- # Span (Software Scope Limit) # ---------------------------------- - if span is None or not (20 <= span <= 45): - errors["span"] = "Span must be between 20 m and 45 m (software limitation)." + if span is None or not (20 <= span <= 45): + errors["span"] = "Span must be between 20 m and 45 m (software limitation)." # ---------------------------------- # Carriageway Width (IRC 5 Cl.104.3.1) # ---------------------------------- - if carriageway_width is None: - errors["carriageway_width"] = "Carriageway width must be specified." + if carriageway_width is None: + errors["carriageway_width"] = "Carriageway width must be specified." - else: + else: # Determine minimum lane assumption - if median == "No": - assumed_lanes = 1 - else: - assumed_lanes = 2 + if median == "No": + assumed_lanes = 1 + else: + assumed_lanes = 2 - required_width = IRC5_2015.cl_104_3_1_carriageway_width( + required_width = IRC5_2015.cl_104_3_1_carriageway_width( carriageway_width, assumed_lanes ) - if carriageway_width < required_width: - errors["carriageway_width"] = ( + if carriageway_width < required_width: + errors["carriageway_width"] = ( f"Minimum carriageway width required is " f"{required_width:.2f} m as per IRC 5:2015 Clause 104.3.1." ) # Software upper limit - if carriageway_width > 23.6: - errors["carriageway_width"] = ( + if carriageway_width > 23.6: + errors["carriageway_width"] = ( "Carriageway width exceeds 23.6 m (software limitation)." ) diff --git a/src/osdagbridge/core/utils/common.py b/src/osdagbridge/core/utils/common.py index d39ea98dc..ca8a40995 100644 --- a/src/osdagbridge/core/utils/common.py +++ b/src/osdagbridge/core/utils/common.py @@ -21,39 +21,50 @@ TYPE_COMBOBOX_CUSTOMIZED = "combobox_customized" TYPE_TEXTBOX = "textbox" TYPE_IMAGE = "image" +TYPE_BUTTON = "button" +TYPE_NOTE = "note" -# Keys for inputs +# Keys for inputs (consistent dot notation for object names) KEY_MODULE = "Module" -KEY_STRUCTURE_TYPE = "Structure Type" -KEY_PROJECT_LOCATION = "Project Location" -KEY_SPAN = "Span" -KEY_CARRIAGEWAY_WIDTH = "Carriageway Width" -KEY_INCLUDE_MEDIAN = "Include Median" -KEY_FOOTPATH = "Footpath" -KEY_SKEW_ANGLE = "Skew Angle" -KEY_GIRDER = "Girder" -KEY_CROSS_BRACING = "Cross Bracing" -KEY_END_DIAPHRAGM = "End Diaphragm" +KEY_STRUCTURE_TYPE = "structure.type" +KEY_PROJECT_LOCATION = "project.location" +KEY_SPAN = "geometry.span" +KEY_CARRIAGEWAY_WIDTH = "geometry.carriageway_width" +KEY_INCLUDE_MEDIAN = "geometry.include_median" +KEY_FOOTPATH = "geometry.footpath" +KEY_SKEW_ANGLE = "geometry.skew_angle" +KEY_ADDITIONAL_GEOMETRY = "geometry.additional_btn" +KEY_DESIGN_MODE = "geometry.design_mode" +KEY_GIRDER = "material.girder" +KEY_CROSS_BRACING = "material.cross_bracing" +KEY_END_DIAPHRAGM = "material.end_diaphragm" KEY_DECK = "Deck" -KEY_DECK_CONCRETE_GRADE_BASIC = "Deck Concrete Grade" +KEY_DECK_CONCRETE_GRADE_BASIC = "material.deck_concrete_grade" + +# Module + section identifiers (also used as UI keys) +KEY_MODULE_PLATE_GIRDER = "module.plate_girder" +KEY_SECTION_STRUCTURE = "section.structure" +KEY_SECTION_PROJECT = "section.project" +KEY_SECTION_GEOMETRIC = "section.geometry" +KEY_SECTION_ADDITIONAL_GEOMETRY = "section.additonal_geometry" +KEY_SECTION_DESIGN_TYPE = "section.design_type" +KEY_SECTION_MATERIAL = "section.material" # Display names -KEY_DISP_FINPLATE = "Highway Bridge Design" DISP_TITLE_STRUCTURE = "Type of Structure" KEY_DISP_STRUCTURE_TYPE = "Structure Type" DISP_TITLE_PROJECT = "Project Location" KEY_DISP_PROJECT_LOCATION = "City in India*" DISP_TITLE_GEOMETRIC = "Geometric Details" -KEY_DISP_SPAN = "Span (m)* [20-45]" -KEY_DISP_CARRIAGEWAY_WIDTH = "Carriageway Width (m)* [≥4.25]" +KEY_DISP_SPAN = "Span*" +KEY_DISP_CARRIAGEWAY_WIDTH = "Carriageway Width*\n(Each way)" KEY_DISP_FOOTPATH = "Footpath" -KEY_DISP_SKEW_ANGLE = "Skew Angle (degrees) [±15]" +KEY_DISP_SKEW_ANGLE = "Skew Angle" DISP_TITLE_MATERIAL = "Material Inputs" KEY_DISP_GIRDER = "Girder" KEY_DISP_CROSS_BRACING = "Cross Bracing" KEY_DISP_END_DIAPHRAGM = "End Diaphragm" -KEY_DISP_DECK = "Deck" -KEY_DISP_DECK_CONCRETE_GRADE = "Deck Concrete Grade [M25+]" +KEY_DISP_DECK_CONCRETE_GRADE = "Deck" # Sample values VALUES_STRUCTURE_TYPE = ["Highway Bridge", "Other"] diff --git a/src/osdagbridge/desktop/ui/dialogs/project_location.py b/src/osdagbridge/desktop/ui/dialogs/project_location.py index 92089e0cb..9e3bbed27 100644 --- a/src/osdagbridge/desktop/ui/dialogs/project_location.py +++ b/src/osdagbridge/desktop/ui/dialogs/project_location.py @@ -15,14 +15,12 @@ from osdagbridge.desktop.ui.widgets.native_map import NativeMapWidget from osdagbridge.core.data.project_location.zone_lookup import get_zones_for_coordinates, get_temperature_for_coordinates - # Session-level state to persist values across dialog open/close cycles # so that reopening the dialog retains user-entered or looked-up data. -LAST_CUSTOM_WEATHER_DATA = None -LAST_WEATHER_DATA = None -LAST_LOCATION_METHOD = None # "location_name", "map", or "custom_data" -LAST_LOCATION_DATA = None # {"state": ..., "district": ...} or {"latitude": ..., "longitude": ...} - +LAST_CUSTOM_WEATHER_DATA = None # Custom data entered via the Custom Data dialog +LAST_WEATHER_DATA = None # Looked-up or persisted weather data (wind, seismic, temp) +LAST_LOCATION_METHOD = None # "location_name" or "map" +LAST_LOCATION_DATA = None # {"state": ..., "district": ...} or {"latitude": ..., "longitude": ...} class NoScrollComboBox(QComboBox): def wheelEvent(self, event): @@ -1016,6 +1014,7 @@ def _update_irc_values(self, weather): self.seismic_zone_label.setText(f"Seismic Zone: {zone_txt} Z = {z_txt}") self.temp_label.setText(f"Shade Air Temperature (°C): {max_txt} / {min_txt}") + # To extract the location selected in popup def get_selected_location(self): result = {'method': None, 'data': {}, 'weather_data': None} diff --git a/src/osdagbridge/desktop/ui/docks/input_dock.py b/src/osdagbridge/desktop/ui/docks/input_dock.py index 95eb59b31..e0d437c8b 100644 --- a/src/osdagbridge/desktop/ui/docks/input_dock.py +++ b/src/osdagbridge/desktop/ui/docks/input_dock.py @@ -1,69 +1,81 @@ +""" +Input dock widget for Highway Bridge Design GUI. + +Design principles: + - No named widget references — all widgets found via _w(key) / findChild(QWidget, key). + - Label comes only from tuple[1]. No metadata["label"] duplication. + - Defaults live in input_values() metadata["default"]. No prime_defaults needed. + - TYPE_BUTTON and TYPE_NOTE are first-class field rows, not hidden in TYPE_TITLE metadata. + - One flat loop: TYPE_TITLE opens a group; COMBOBOX/TEXTBOX/BUTTON/NOTE add rows. + - Zero key-specific logic in InputDock — all per-field behaviour is driven by + the ui_config_dict declared in frontend_data.input_values(). +""" -from osdagbridge.core.utils.common import KEY_CARRIAGEWAY_WIDTH -import sys -import os -import math import json from PySide6.QtWidgets import ( - QApplication, QWidget, QHBoxLayout, QVBoxLayout, QPushButton, - QComboBox, QScrollArea, QLabel, QLineEdit, QGroupBox, QSizePolicy, QMessageBox, QDialog, QToolButton, QFrame, - + QWidget, QHBoxLayout, QVBoxLayout, QPushButton, + QComboBox, QScrollArea, QLabel, QLineEdit, QGroupBox, QSizePolicy, + QDialog, QFrame, QToolButton, ) from PySide6.QtCore import Qt, QRegularExpression, QSize, QTimer, QPoint, QEvent, Signal -from PySide6.QtGui import QPixmap, QDoubleValidator, QRegularExpressionValidator, QIcon, QColor, QBrush -from PySide6.QtSvgWidgets import * +from PySide6.QtGui import QDoubleValidator, QRegularExpressionValidator, QIcon, QColor, QBrush + from osdagbridge.core.utils.common import * from osdagbridge.desktop.ui.dialogs.additional_inputs import AdditionalInputs from osdagbridge.desktop.ui.utils.custom_buttons import DockCustomButton from osdagbridge.desktop.ui.dialogs.project_location import ProjectLocationDialog from osdagbridge.desktop.ui.docks.dock_utils import apply_field_style -from osdagbridge.desktop.ui.dialogs.material_properties import MaterialPropertiesDialog, sync_custom_materials_across_steel_members - -from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar +from osdagbridge.desktop.ui.dialogs.material_properties import ( + MaterialPropertiesDialog, sync_custom_materials_across_steel_members, +) from osdagbridge.desktop.ui.dialogs.custom_messagebox import CustomMessageBox, MessageBoxType +from osdagbridge.core.bridge_types.plate_girder.defaults import DEFAULTS_DICT + + +MATERIAL_CUSTOM_OPTION = "Custom" + +GROUPBOX_STYLE = ( + "QGroupBox { border:1px solid #90AF13; border-radius:4px; background-color:white;" + " padding:8px; margin-top:12px; font-size:10px; font-weight:bold; color:#333; }" + "QGroupBox::title { subcontrol-origin:margin; subcontrol-position:top left;" + " left:8px; padding:0 4px; margin-top:4px; background-color:white; color:#333; }" +) +ACTION_BTN_STYLE = ( + "QPushButton { background-color:#90AF13; color:white; font-weight:bold; border:none;" + " border-radius:4px; padding:8px 20px; font-size:11px; min-width:80px; }" + "QPushButton:hover { background-color:#7a9a12; }" + "QPushButton:disabled { background:#D0D0D0; color:#666; }" +) +LABEL_STYLE = "QLabel { color:#000; font-size:12px; background:transparent; }" + class NoScrollComboBox(QComboBox): def wheelEvent(self, event): - event.ignore() + event.ignore() + class InputDock(QWidget): - # Signal emitted when any input value changes input_value_changed = Signal() - MATERIAL_CUSTOM_OPTION = "Custom" - + def __init__(self, backend, parent): super().__init__() - self.parent = parent + self.parent = parent self.backend = backend - self.input_widget = None - self.structure_type_combo = None - self.structure_note = None - self.project_location_combo = None - self.custom_location_input = None - self.include_median_combo = None - self.footpath_combo = None - self.additional_inputs = None - self.additional_inputs_widget = None - self.additional_input_values = {} # Store values from additional inputs dialog - self.material_dialog = None - self.additional_inputs_btn = None - self.lock_btn = None - self.scroll_area = None - self.is_locked = False - - # Saved session snapshots. - self._basic_inputs_saved_list: list[dict] = [] - self._additional_inputs_saved_list: list[dict] = [] - self._final_inputs_saved_list: list[dict] = [] - # Bottom action buttons (wired in build_left_panel). - self.save_input_btn = None - self.design_btn = None - self.design_mode_combo = None + self.is_locked = False self._current_design_mode = "Optimized" - self._material_custom_fields = {} - self._material_previous_selection = {} - self._material_combo_map = {} + self.additional_inputs = None + self.additional_input_values = {} + self._additional_inputs_saved_data = {} + self._material_combo_map = {} # key → QComboBox (is_material_field only) + self._material_member_type = {} # key → "Girder"|"Deck" + self._material_custom_fields = {} + self._material_previous_selection = {} + # key → list of (widget_ref, placeholder_method_name) for dynamic placeholders + self._dynamic_placeholder_map: dict[str, tuple[QLineEdit, str]] = {} + + self._basic_inputs_saved_list: list[dict] = [] + self._additional_inputs_saved_list: list[dict] = [] self.setStyleSheet("background: transparent;") self.main_layout = QHBoxLayout(self) @@ -71,251 +83,26 @@ def __init__(self, backend, parent): self.main_layout.setSpacing(0) self.left_container = QWidget() - - # Get input fields from backend - # Prime backend defaults once per session (safe no-op if not implemented). - try: - if hasattr(self.backend, "prime_defaults_from_definitions"): - self.backend.prime_defaults_from_definitions() - except Exception: - pass - input_field_list = self.backend.input_values() - - self.build_left_panel(input_field_list) + self.build_left_panel(self.backend.input_values()) self.main_layout.addWidget(self.left_container) + self._build_toggle_strip() - self.toggle_strip = QWidget() - self.toggle_strip.setStyleSheet("background-color: #90AF13;") - self.toggle_strip.setFixedWidth(6) - toggle_layout = QVBoxLayout(self.toggle_strip) - toggle_layout.setContentsMargins(0, 0, 0, 0) - toggle_layout.setSpacing(0) - toggle_layout.setAlignment(Qt.AlignVCenter | Qt.AlignLeft) + # ── Widget lookup ───────────────────────────────────────────────────────── - self.toggle_btn = QPushButton("❮") - self.toggle_btn.setCursor(Qt.CursorShape.PointingHandCursor) - self.toggle_btn.setFixedSize(6, 60) - self.toggle_btn.setToolTip("Hide panel") - self.toggle_btn.clicked.connect(self.toggle_input_dock) - self.toggle_btn.setStyleSheet(""" - QPushButton { - background-color: #6c8408; - color: white; - font-size: 12px; - font-weight: bold; - padding: 0px; - border: none; - } - QPushButton:hover { - background-color: #5e7407; - } - """) - toggle_layout.addStretch() - toggle_layout.addWidget(self.toggle_btn) - toggle_layout.addStretch() - self.main_layout.addWidget(self.toggle_strip) - - def get_validator(self, validator): - if validator == 'Int Validator': - return QRegularExpressionValidator(QRegularExpression("^(0|[1-9]\\d*)(\\.\\d+)?$")) - elif validator == 'Double Validator': - return QDoubleValidator() - else: - return None - - def on_structure_type_changed(self, text): - """Handle structure type combo box changes""" - if text == "Other": - if hasattr(self, 'structure_note'): - self.structure_note.setVisible(True) - else: - if hasattr(self, 'structure_note'): - self.structure_note.setVisible(False) - - def show_project_location_dialog(self): - """Show Project Location selection dialog""" - dialog = ProjectLocationDialog() - - if dialog.exec() == QDialog.Accepted: - location_data = dialog.get_selected_location() - if hasattr(self.backend, "set_input_value"): - self.backend.set_input_value(KEY_PROJECT_LOCATION, location_data) - - - def eventFilter(self, obj, event): - if obj == self.scroll_area and event.type() == QEvent.MouseButtonPress: - if self.is_locked: - self.show_lock_tooltip() - return True - return super().eventFilter(obj, event) - - def clear_force_hover(self): - if self.lock_btn: - self.lock_btn.setProperty("forceHover", False) - self.lock_btn.style().polish(self.lock_btn) - self.lock_btn.update() - - def show_lock_tooltip(self): - - if hasattr(self, 'tooltip_timer') and self.tooltip_timer.isActive(): - self.tooltip_timer.stop() - - lock_global_pos = self.lock_btn.mapToGlobal(self.lock_btn.rect().topRight()) - tooltip_pos = lock_global_pos + QPoint(5, 0) - self.lock_btn.setProperty("forceHover", True) - self.lock_btn.style().polish(self.lock_btn) - self.lock_btn.update() - - self.lock_btn_tooltip.adjustSize() - self.lock_btn_tooltip.move(tooltip_pos) - self.lock_btn_tooltip.show() - self.lock_btn_tooltip.raise_() - - if not hasattr(self, 'tooltip_timer'): - self.tooltip_timer = QTimer() - self.tooltip_timer.setSingleShot(True) - self.tooltip_timer.timeout.connect(self.lock_btn_tooltip.hide) - self.tooltip_timer.timeout.connect(self.clear_force_hover) - - self.tooltip_timer.start(3000) - - def toggle_lock(self): - self.is_locked = not self.is_locked - self.lock_btn.setChecked(self.is_locked) - self.scroll_area.setDisabled(self.is_locked) - self.update_lock_icon() + def _w(self, key) -> QWidget | None: + return self.input_widget.findChild(QWidget, key) if self.input_widget else None - def update_lock_icon(self): - if self.lock_btn: - if self.is_locked: - self.lock_btn.setIcon(QIcon(":/vectors/lock_close.svg")) - else: - self.lock_btn.setIcon(QIcon(":/vectors/lock_open.svg")) - - def resizeEvent(self, event): - super().resizeEvent(event) - - if self.parent: - if self.width() == 0: - if hasattr(self.parent, 'update_docking_icons'): - self.parent.update_docking_icons(input_is_active=False) - elif self.width() > 0: - if hasattr(self.parent, 'update_docking_icons'): - self.parent.update_docking_icons(input_is_active=True) - - - def paintEvent(self, event): - self.update_lock_icon() - return super().paintEvent(event) - - # Collect all the input dock data to update 2D Cad - def get_all_input_values(self): + def _text(self, key) -> str: + w = self._w(key) + if isinstance(w, QLineEdit): return w.text().strip() + if isinstance(w, QComboBox): return w.currentText() + return "" - """ - @author: Faizan - Collect all input dock values needed by the homepage CAD cross-section. - Merges basic inputs with Additional Inputs dialog values and seeds - safe defaults for any CAD parameter not yet entered by the user. - """ - input_values = {} - - # Helper function to safely get numeric value - def get_numeric_value(widget): - if isinstance(widget, QLineEdit): - text = widget.text().strip() - if text: - try: - return float(text) - except ValueError: - pass - elif isinstance(widget, QComboBox): - text = widget.currentText().strip() - return text - return None - - # # Collect all the Input Fields - # for tupple in self.backend.input_values(): - # if tupple[2] in [TYPE_COMBOBOX, TYPE_TEXTBOX]: - # key = tupple[0] - # widget = self.input_dock_widget.findChild(QWidget, key) - # if widget: - # val = get_numeric_value(widget) - # if val is not None: - # input_values[key] = val - # else: - # if key == KEY_SKEW_ANGLE: - # input_values[key] = 0.0 # Default skew angle - - # Hard code temporarily, will genralize after fixing inputdock generalization - - - # Collect span - widget = self.input_dock_widget.findChild(QWidget, KEY_SPAN) - val = get_numeric_value(widget) - if val is not None: - input_values[KEY_SPAN] = get_numeric_value(widget) - - # Collect carriageway width - widget = self.input_dock_widget.findChild(QWidget, KEY_CARRIAGEWAY_WIDTH) - val = get_numeric_value(widget) - if val is not None: - input_values[KEY_CARRIAGEWAY_WIDTH] = get_numeric_value(widget) - - # Collect skew angle - widget = self.input_dock_widget.findChild(QWidget, KEY_SKEW_ANGLE) - val = get_numeric_value(widget) - if val is not None: - input_values[KEY_SKEW_ANGLE] = get_numeric_value(widget) - else: - input_values[KEY_SKEW_ANGLE] = 0.0 # Default - - # Collect footpath - widget = self.input_dock_widget.findChild(QWidget, KEY_FOOTPATH) - val = get_numeric_value(widget) - if val is not None: - input_values[KEY_FOOTPATH] = get_numeric_value(widget) - - # Collect median - widget = self.input_dock_widget.findChild(QWidget, KEY_INCLUDE_MEDIAN) - val = get_numeric_value(widget) - if val is not None: - input_values[KEY_INCLUDE_MEDIAN] = (self.include_median_combo.currentText() == "Yes") - - # Add default values for parameters that CAD widget needs - # These will be overridden by additional inputs if present - input_values.setdefault(KEY_NO_OF_GIRDERS, 4) - input_values.setdefault(KEY_GIRDER_SPACING, 2.75) - input_values.setdefault(KEY_DECK_OVERHANG, 1.0) - input_values.setdefault(KEY_DECK_THICKNESS, 200) - input_values.setdefault(KEY_FOOTPATH_WIDTH, 1.5) - input_values.setdefault(KEY_FOOTPATH_THICKNESS, 200) - input_values.setdefault(KEY_CROSS_BRACING_SPACING, 3.5) - input_values.setdefault(KEY_CRASH_BARRIER_WIDTH, 0.5) - - # Merge values from Additional Inputs dialog if they exist - if hasattr(self, 'additional_input_values') and self.additional_input_values: - input_values.update(self.additional_input_values) - - - return input_values - - def emit_value_changed(self): - """ - @author: Faizan - Emit input_value_changed to trigger a homepage CAD redraw. - Connected to every basic input field's change signal so the - cross-section updates instantly on every user edit. - """ - self.input_value_changed.emit() + def _float(self, key, fallback=None): + try: return float(self._text(key)) + except: return fallback - def toggle_input_dock(self): - parent = self.parent - if hasattr(parent, 'toggle_animate'): - is_collapsing = self.width() > 0 - parent.toggle_animate(show=not is_collapsing, dock='input') - - self.toggle_btn.setText("❯" if is_collapsing else "❮") - self.toggle_btn.setToolTip("Show panel" if is_collapsing else "Hide panel") + # ── Panel construction ──────────────────────────────────────────────────── def build_left_panel(self, field_list): left_layout = QVBoxLayout(self.left_container) @@ -328,77 +115,57 @@ def build_left_panel(self, field_list): panel_layout.setContentsMargins(15, 10, 15, 10) panel_layout.setSpacing(0) + panel_layout.addLayout(self._build_top_bar()) + panel_layout.addWidget(self._build_scroll_area(field_list)) + panel_layout.addLayout(self._build_bottom_buttons()) + + h_scroll = QScrollArea() + h_scroll.setWidgetResizable(True) + h_scroll.setHorizontalScrollBarPolicy(Qt.ScrollBarAsNeeded) + h_scroll.setVerticalScrollBarPolicy(Qt.ScrollBarAlwaysOff) + h_scroll.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Expanding) + h_scroll.setStyleSheet(""" + QScrollArea { background:transparent; } + QScrollBar:horizontal { background:#E0E0E0; height:8px; border-radius:2px; } + QScrollBar::handle:horizontal { background:#A0A0A0; min-width:30px; border-radius:2px; } + QScrollBar::handle:horizontal:hover { background:#707070; } + QScrollBar::add-line:horizontal, QScrollBar::sub-line:horizontal { width:0px; } + """) + h_scroll.setWidget(self.left_panel) + left_layout.addWidget(h_scroll) + self._apply_lock_state() + + def _build_top_bar(self) -> QHBoxLayout: top_bar = QHBoxLayout() top_bar.setSpacing(8) top_bar.setContentsMargins(0, 0, 0, 15) - - input_dock_btn = QPushButton("Basic Inputs") - input_dock_btn.setStyleSheet(""" - QPushButton { - background-color: #90AF13; - color: white; - font-weight: bold; - font-size: 13px; - border: none; - border-radius: 4px; - padding: 7px 20px; - min-width: 80px; - } + + basic_btn = QPushButton("Basic Inputs") + basic_btn.setStyleSheet(""" + QPushButton { background-color:#90AF13; color:white; font-weight:bold; + font-size:13px; border:none; border-radius:4px; padding:7px 20px; } """) - input_dock_btn.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) - top_bar.addWidget(input_dock_btn) - + basic_btn.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) + top_bar.addWidget(basic_btn) + self.additional_inputs_btn = QPushButton("Additional Inputs") - self.additional_inputs_btn.setCursor(Qt.CursorShape.PointingHandCursor) + self.additional_inputs_btn.setCursor(Qt.CursorShape.PointingHandCursor) self.additional_inputs_btn.setStyleSheet(""" - QPushButton { - background-color: white; - color: black; - font-weight: bold; - font-size: 13px; - border-radius: 5px; - border: 1px solid black; - padding: 7px 20px; - text-align: center; - } - QPushButton:hover { - background-color: #90AF13; - border: 1px solid #90AF13; - color: white; - } - QPushButton:pressed { - color: black; - background-color: white; - border: 1px solid black; - } + QPushButton { background-color:white; color:black; font-weight:bold; font-size:13px; + border-radius:5px; border:1px solid black; padding:7px 20px; } + QPushButton:hover { background-color:#90AF13; border-color:#90AF13; color:white; } + QPushButton:pressed { color:black; background-color:white; border:1px solid black; } """) self.additional_inputs_btn.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) self.additional_inputs_btn.clicked.connect(self.show_additional_inputs) - top_bar.addWidget(self.additional_inputs_btn) + top_bar.addWidget(self.additional_inputs_btn) self.lock_btn = QPushButton() self.lock_btn.setStyleSheet(""" - QPushButton { - background-color: #f4f4f4; - border: none; - padding: 7px; - border-radius: 4px; - } - QPushButton:hover { - background-color: #e0e0e0; - } - QPushButton:checked { - background-color: #FFA500; - } - QPushButton:unchecked { - background-color: #f4f4f4; - } - QPushButton:unchecked:hover { - background-color: #e0e0e0; - } - QPushButton:checked:hover { - background-color: #fa7a02; - } + QPushButton { background-color:#f4f4f4; border:none; padding:7px; border-radius:4px; } + QPushButton:hover { background-color:#e0e0e0; } + QPushButton:checked { background-color:#FFA500; } + QPushButton:checked:hover { background-color:#fa7a02; } """) self.lock_btn.setCursor(Qt.CursorShape.PointingHandCursor) self.lock_btn.setObjectName("lock_btn") @@ -406,990 +173,522 @@ def build_left_panel(self, field_list): self.lock_btn.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) self.lock_btn.clicked.connect(self.toggle_lock) top_bar.addWidget(self.lock_btn) - panel_layout.addLayout(top_bar) self.lock_btn_tooltip = QLabel("Unlock to Edit") self.lock_btn_tooltip.setStyleSheet(""" - QLabel{ - background-color: #f1f1f1; - color: #000000; - border: 1px solid #90AF13; - padding: 4px; - font-size: 15px; - border-radius: 0px; - qproperty-alignment: AlignVCenter; - } + QLabel { background-color:#f1f1f1; color:#000; border:1px solid #90AF13; + padding:4px; font-size:15px; border-radius:0px; } """) - self.lock_btn_tooltip.setObjectName("lock_btn_tooltip") self.lock_btn_tooltip.setWindowFlags(Qt.ToolTip) self.lock_btn_tooltip.hide() - - scroll_area = QScrollArea() - self.scroll_area = scroll_area - scroll_area.setWidgetResizable(True) - scroll_area.setHorizontalScrollBarPolicy(Qt.ScrollBarAlwaysOff) - scroll_area.setVerticalScrollBarPolicy(Qt.ScrollBarAsNeeded) - scroll_area.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Expanding) - scroll_area.installEventFilter(self) - scroll_area.setStyleSheet(""" - QScrollArea { - background: transparent; - padding: 0px 5px; - border-top: 1px solid #909090; - border-bottom: 1px solid #909090; - } - - QScrollArea QScrollBar:vertical { - border: none; - background: #f0f0f0; - width: 8px; - margin-left: 2px; - } - - QScrollArea QScrollBar::handle:vertical { - background: #c0c0c0; - border-radius: 4px; - min-height: 20px; - } - - QScrollArea QScrollBar::handle:vertical:hover { - background: #a0a0a0; - } - - QScrollArea QScrollBar::handle:vertical:pressed { - background: #808080; - } - + return top_bar + + def _build_scroll_area(self, field_list) -> QScrollArea: + self.scroll_area = QScrollArea() + self.scroll_area.setWidgetResizable(True) + self.scroll_area.setHorizontalScrollBarPolicy(Qt.ScrollBarAlwaysOff) + self.scroll_area.setVerticalScrollBarPolicy(Qt.ScrollBarAsNeeded) + self.scroll_area.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Expanding) + self.scroll_area.installEventFilter(self) + self.scroll_area.setStyleSheet(""" + QScrollArea { background:transparent; padding:0px 5px; + border-top:1px solid #909090; border-bottom:1px solid #909090; } + QScrollArea QScrollBar:vertical { border:none; background:#f0f0f0; width:8px; } + QScrollArea QScrollBar::handle:vertical { background:#c0c0c0; border-radius:4px; min-height:20px; } + QScrollArea QScrollBar::handle:vertical:hover { background:#a0a0a0; } QScrollArea QScrollBar::add-line:vertical, - QScrollArea QScrollBar::sub-line:vertical { - border: none; - background: none; - } - - QScrollArea QScrollBar::add-page:vertical, - QScrollArea QScrollBar::sub-page:vertical { - background: none; - } + QScrollArea QScrollBar::sub-line:vertical { border:none; background:none; } """) + self.input_widget = QWidget() + root_layout = QVBoxLayout(self.input_widget) + root_layout.setContentsMargins(0, 0, 0, 0) + root_layout.setSpacing(12) - group_container = QWidget() - - # This contains all the dynamically created UI - self.input_dock_widget = group_container - - self.input_widget = group_container - group_container_layout = QVBoxLayout(group_container) - group_container_layout.setContentsMargins(0, 0, 0, 0) - group_container_layout.setSpacing(12) - - self.section_contexts = {} - self.container_layouts = {} + self._build_field_loop(field_list, root_layout) - self._build_basic_inputs(field_list, group_container_layout) + root_layout.addStretch() + self.scroll_area.setWidget(self.input_widget) + return self.scroll_area - group_container_layout.addStretch() - scroll_area.setWidget(group_container) + def _build_bottom_buttons(self) -> QHBoxLayout: + btn_layout = QHBoxLayout() + btn_layout.setContentsMargins(0, 15, 0, 0) + btn_layout.setSpacing(10) - self.data = {} - panel_layout.addWidget(scroll_area) + self.save_input_btn = DockCustomButton("Save Input", ":/vectors/save.svg") + self.save_input_btn.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) + self.save_input_btn.clicked.connect(self._on_save_input_clicked) + btn_layout.addWidget(self.save_input_btn) - # Bottom buttons - btn_button_layout = QHBoxLayout() - btn_button_layout.setContentsMargins(0, 15, 0, 0) - btn_button_layout.setSpacing(10) - - save_input_btn = DockCustomButton("Save Input", ":/vectors/save.svg") - save_input_btn.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) - btn_button_layout.addWidget(save_input_btn) - - self.save_input_btn = save_input_btn - try: - self.save_input_btn.clicked.connect(self._on_save_input_clicked) - except Exception: - pass - - design_btn = DockCustomButton("Design", ":/vectors/design.svg") - design_btn.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) - btn_button_layout.addWidget(design_btn) - - self.design_btn = design_btn - try: - self.design_btn.clicked.connect(self._on_design_clicked) - except Exception: - pass - - panel_layout.addLayout(btn_button_layout) - - # Horizontal scroll area - h_scroll_area = QScrollArea() - h_scroll_area.setWidgetResizable(True) - h_scroll_area.setHorizontalScrollBarPolicy(Qt.ScrollBarAsNeeded) - h_scroll_area.setVerticalScrollBarPolicy(Qt.ScrollBarAlwaysOff) - h_scroll_area.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Expanding) - h_scroll_area.setStyleSheet(""" - QScrollArea{ - background: transparent; - } - QScrollBar:horizontal{ - background: #E0E0E0; - height: 8px; - margin: 3px 0px 0px 0px; - border-radius: 2px; - } - QScrollBar::handle:horizontal{ - background: #A0A0A0; - min-width: 30px; - border-radius: 2px; - } - QScrollBar::handle:horizontal:hover{ - background: #707070; - } - QScrollBar::add-line:horizontal, QScrollBar::sub-line:horizontal{ - width: 0px; - } - QScrollBar::add-page:horizontal, QScrollBar::sub-page:horizontal{ - background: none; - } - """) - h_scroll_area.setWidget(self.left_panel) - - left_layout.addWidget(h_scroll_area) - self._apply_lock_state() + self.design_btn = DockCustomButton("Design", ":/vectors/design.svg") + self.design_btn.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) + self.design_btn.clicked.connect(self._on_design_clicked) + btn_layout.addWidget(self.design_btn) + return btn_layout - # ----------------------------- - # Input serialization helpers - # ----------------------------- - def _sync_basic_widgets_to_backend(self) -> None: - """Push the latest widget values into backend state. + # ── Main build loop ─────────────────────────────────────────────────────── - Rationale: clicking Design can happen while a QLineEdit still has focus, - so editingFinished may not have fired yet. + def _build_field_loop(self, field_list, root_layout: QVBoxLayout): """ - if not self.backend or not hasattr(self.backend, "set_input_value"): - return - - # Prefer definition order from backend if available. - keys = [] - try: - if hasattr(self.backend, "list_input_keys"): - keys = list(self.backend.list_input_keys() or []) - except Exception: - keys = [] - - # Fallback: use all named widgets under the input panel. - if not keys and getattr(self, "left_panel", None) is not None: - try: - for widget in self.left_panel.findChildren((QLineEdit, QComboBox)): - name = (widget.objectName() or "").strip() - if name: - keys.append(name) - except Exception: - return + Single flat loop — every TYPE is handled generically from ui_config_dict. + No key-specific branches anywhere in this method. + """ + container_layouts: dict[str, QVBoxLayout] = {} + track = False + group = None + glayout = None + + def close_group(): + nonlocal track, group, glayout + if track and group: + group.setLayout(glayout) + track = False + + def parent_for(meta) -> QVBoxLayout: + c = (meta or {}).get("container", "main") + if not c or c == "main": + return root_layout + if c not in container_layouts: + container_layouts[c] = self._make_container(c, root_layout, meta) + return container_layouts[c] + + for defn in field_list: + key, label, ftype, values, _, validator, meta = ( + (*defn, {}) if len(defn) == 6 else defn + ) + meta = meta or {} - for key in keys: - if not isinstance(key, str) or not key: + if ftype == TYPE_MODULE: continue - widget = None - try: - widget = self.left_panel.findChild(QWidget, key) if getattr(self, "left_panel", None) is not None else None - except Exception: - widget = None - try: - if isinstance(widget, QLineEdit): - self.backend.set_input_value(key, widget.text().strip()) - elif isinstance(widget, QComboBox): - self.backend.set_input_value(key, widget.currentText()) - except Exception: + if ftype == TYPE_TITLE: + close_group() + show_title = meta.get("show_group_title", True) + group = QGroupBox(label if show_title else "") + group.setObjectName((key or label) + "_group") + group.setStyleSheet(GROUPBOX_STYLE) + glayout = QVBoxLayout() + glayout.setContentsMargins(8, 8, 8, 8) + glayout.setSpacing(8) + track = True + parent_for(meta).addWidget(group) continue - def _collect_basic_inputs_list(self) -> list[dict]: - self._sync_basic_widgets_to_backend() - try: - if hasattr(self.backend, "export_basic_inputs_as_list"): - return list(self.backend.export_basic_inputs_as_list(include_empty=False) or []) - except Exception: - pass - - # Fallback: best-effort build from backend dict. - values = {} - try: - if hasattr(self.backend, "get_input_values_dict"): - values = self.backend.get_input_values_dict(include_empty=False) or {} - except Exception: - values = {} - out: list[dict] = [] - for k, v in (values or {}).items(): - if v in (None, ""): + if not track: continue - out.append({k: v}) - return out - def _collect_additional_inputs_snapshot(self) -> dict: - """Return the best available Additional Inputs payload. + if ftype == TYPE_COMBOBOX: + glayout.addLayout(self._field_row(label, self._make_combobox(key, values, meta), meta)) - Priority: - 1) Live dialog (even if not yet saved), - 2) last saved dialog state from the session, - 3) empty. - """ - # 1) Live dialog (if open) - try: - if self.additional_inputs is not None and hasattr(self.additional_inputs, "section_properties_tab"): - tab = self.additional_inputs.section_properties_tab - if tab is not None and hasattr(tab, "save_properties"): - live = tab.save_properties() or {} - if isinstance(live, dict) and live: - return live - except Exception: - pass - - # 2) Last saved - saved = getattr(self, "_additional_inputs_saved_data", None) - return saved if isinstance(saved, dict) else {} - - def _collect_additional_inputs_list(self) -> list[dict]: - snapshot = self._collect_additional_inputs_snapshot() - if not isinstance(snapshot, dict) or not snapshot: - return [] - out: list[dict] = [] - # Keep order stable for downstream consumers. - for key in ("girder_details", "stiffener_details", "cross_bracing", "end_diaphragm"): - if key in snapshot: - out.append({key: snapshot.get(key)}) - # Include any unknown keys last. - for key, val in snapshot.items(): - if key in {"girder_details", "stiffener_details", "cross_bracing", "end_diaphragm"}: - continue - out.append({key: val}) - return out + elif ftype == TYPE_TEXTBOX: + glayout.addLayout(self._field_row(label, self._make_textbox(key, validator, meta), meta)) - def _collect_final_inputs_list(self) -> list[dict]: - basic_list = self._collect_basic_inputs_list() - additional_list = self._collect_additional_inputs_list() - final_list = list(basic_list) + list(additional_list) - return final_list + elif ftype == TYPE_BUTTON: + glayout.addLayout(self._make_button_row(label, meta)) - def _debug_dump_final_inputs(self, final_inputs: list[dict], max_chars: int = 12000) -> None: - """Developer-oriented dump of the merged inputs. + elif ftype == TYPE_NOTE: + note = QLabel(label or "") + note.setStyleSheet(LABEL_STYLE) + note.setVisible(False) + if meta.get("attr"): + setattr(self, meta["attr"], note) + glayout.addWidget(note) - Prints to stdout and (if available) appends to the GUI Logs dock. - Payload is truncated to avoid freezing the UI/terminal. - """ - try: - payload = json.dumps(final_inputs, indent=2, ensure_ascii=False, default=str) - except Exception: - payload = str(final_inputs) - - truncated = False - if isinstance(payload, str) and len(payload) > max_chars: - payload = payload[:max_chars] + f"\n... (truncated, total {len(payload)} chars)" - truncated = True - - header = ( - f"[OsdagBridge] final_design_inputs prepared: {len(final_inputs)} items" - + (" (truncated)" if truncated else "") - ) + close_group() - try: - print(header) - print(payload) - except Exception: - pass - - # If the parent page has a Logs dock, mirror the dump there too. - try: - log_widget = getattr(self.parent, "textEdit", None) - if log_widget is not None and hasattr(log_widget, "append"): - log_widget.append(header) - # Keep the GUI log smaller than terminal. - gui_payload = payload if len(payload) <= 4000 else payload[:4000] + "\n... (truncated for GUI log)" - log_widget.append(gui_payload) - except Exception: - pass - - # ----------------------------- - # Button handlers - # ----------------------------- - def _on_save_input_clicked(self) -> None: - self._basic_inputs_saved_list = self._collect_basic_inputs_list() - self._additional_inputs_saved_list = self._collect_additional_inputs_list() - self._final_inputs_saved_list = list(self._basic_inputs_saved_list) + list(self._additional_inputs_saved_list) - - # Persist to backend for later export (csv/osi) or design execution. - try: - if hasattr(self.backend, "set_input_value"): - self.backend.set_input_value("basic_inputs_list", self._basic_inputs_saved_list) - self.backend.set_input_value("additional_inputs_list", self._additional_inputs_saved_list) - if hasattr(self.backend, "set_final_design_inputs"): - self.backend.set_final_design_inputs(self._final_inputs_saved_list) - except Exception: - pass + # Post-loop: sync custom materials across all Girder-type material combos. + sync_custom_materials_across_steel_members(self._material_combo_map, self._ensure_material_option) - QMessageBox.information( - self, - "Inputs Saved", - "Basic + Additional inputs saved for this session.", - ) + # Resolve all dynamic placeholders now that all widgets exist. + self._refresh_all_dynamic_placeholders() - def _on_design_clicked(self) -> None: - self._final_inputs_saved_list = self._collect_final_inputs_list() + # ── Widget factories ────────────────────────────────────────────────────── - try: - if hasattr(self.backend, "set_final_design_inputs"): - self.backend.set_final_design_inputs(self._final_inputs_saved_list) - elif hasattr(self.backend, "set_input_value"): - self.backend.set_input_value("final_design_inputs", self._final_inputs_saved_list) - except Exception: - pass + def _make_combobox(self, key, values, meta) -> NoScrollComboBox: + widget = NoScrollComboBox() + widget.setObjectName(key) + apply_field_style(widget) - QMessageBox.information( - self, - "Design Input Ready", - "Final merged input payload is prepared (Basic + Additional).", + if values: + items = [str(v) for v in values] + # Material fields: move Custom to end. + if meta.get("is_material_field"): + items = [i for i in items if i != MATERIAL_CUSTOM_OPTION] + [MATERIAL_CUSTOM_OPTION] + widget.addItems(items) + + # Grey-out any options listed in disabled_options. + disabled = set(meta.get("disabled_options") or []) + for i, t in enumerate(items): + if t in disabled: + item = widget.model().item(i) if hasattr(widget.model(), "item") else None + if item: + item.setEnabled(False) + widget.setItemData(i, QBrush(QColor("gray")), Qt.ItemDataRole.ForegroundRole) + + # Apply default. + default = meta.get("default") + if default is not None: + idx = widget.findText(str(default)) + if idx < 0 and meta.get("is_material_field"): + self._ensure_material_option(widget, str(default)) + idx = widget.findText(str(default)) + if idx >= 0: + widget.setCurrentIndex(idx) + + # Always wire backend sync + change signal. + widget.currentTextChanged.connect( + lambda text, k=key: self.backend.set_input_value(k, text) + if hasattr(self.backend, "set_input_value") else None ) + widget.currentTextChanged.connect(self.input_value_changed) - # Option 2: print merged inputs for quick verification. - self._debug_dump_final_inputs(self._final_inputs_saved_list) - - def _show_additional_inputs_dialog(self, target_tab_name=None): - """ - @author: Faizan - Create the AdditionalInputs dialog, passing current footpath, - carriageway width, and live homepage CAD state as initial_cad_state - so the dialog preview starts in sync with the homepage cross-section. - Restores previously saved dialog state and connects save_button to - _update_cad_from_additional_inputs. - """ - - footpath_value = self.footpath_combo.currentText() if self.footpath_combo else "None" - - carriageway_width = self._get_effective_carriageway_width() - - # Lazily create the in-session storage for Additional Inputs. - if not hasattr(self, "_additional_inputs_saved_data"): - self._additional_inputs_saved_data = {} + # Wire generic on_changed callbacks declared in schema. + for cb_name in self._as_list(meta.get("on_changed")): + cb = getattr(self, cb_name, None) + if callable(cb): + widget.currentTextChanged.connect(cb) - # Grab homepage CAD state so dialog preview starts in sync - initial_cad_state = {} - try: - if hasattr(self.parent, 'cad_comp_widget'): - initial_cad_state = dict(self.parent.cad_comp_widget.cross_section_widget.params) - except Exception: - pass + # Material field wiring. + if meta.get("is_material_field"): + member = meta.get("member_type", "Girder") + self._material_combo_map[key] = widget + self._material_member_type[key] = member + if widget.currentText() and widget.currentText() != MATERIAL_CUSTOM_OPTION: + self._material_previous_selection[key] = widget.currentText() + widget.currentTextChanged.connect( + lambda text, k=key, w=widget: self._on_material_changed(k, w, text) + ) - dialog = AdditionalInputs(footpath_value, carriageway_width, initial_cad_state=initial_cad_state) - self.additional_inputs = dialog - self.additional_inputs_widget = dialog - - # Propagate project location data to additional inputs (for Temperature Load etc) - location_data = self.backend.get_input_value(KEY_PROJECT_LOCATION) if hasattr(self.backend, "get_input_value") else None - if location_data and hasattr(self.additional_inputs, 'update_project_location'): - self.additional_inputs.update_project_location(location_data) - - - # Disable inner tabs based on current Input Dock selections. - # Railing tab is disabled when no footpath is selected. - # Median tab is disabled when median is not included. - include_median = self.include_median_combo.currentText() if self.include_median_combo else "Yes" - dialog.apply_tab_visibility(footpath_value, include_median) - - # Restore previously saved dialog state (includes stiffener details). - if isinstance(getattr(self, "_additional_inputs_saved_data", None), dict) and self._additional_inputs_saved_data: - try: - dialog.set_properties_data(self._additional_inputs_saved_data) - except Exception: - pass + # Fire on_changed handler(s) once with the current value if requested. + if meta.get("trigger_on_init"): + for cb_name in self._as_list(meta.get("on_changed")): + cb = getattr(self, cb_name, None) + if callable(cb): + cb(widget.currentText()) - try: - dialog.set_member_properties_design_mode(self._get_basic_design_mode()) - except Exception: - pass - - if target_tab_name: - try: - for idx in range(self.additional_inputs.tabs.count()): - tab_text = str(self.additional_inputs.tabs.tabText(idx) or "").strip() - if tab_text.lower() == str(target_tab_name).strip().lower(): - self.additional_inputs.tabs.setCurrentIndex(idx) - break - except Exception: - pass + return widget - # Capture state when dialog closes or Save is clicked. - try: - dialog.finished.connect(self._handle_additional_inputs_closed) - if hasattr(dialog, "save_button"): - dialog.save_button.clicked.connect(lambda: self._update_cad_from_additional_inputs(dialog)) - except Exception: - pass + def _make_textbox(self, key, validator, meta) -> QLineEdit: + widget = QLineEdit() + widget.setObjectName(key) + apply_field_style(widget) + + # Validator + if validator == "Int Validator": + widget.setValidator(QRegularExpressionValidator(QRegularExpression(r"^(0|[1-9]\d*)(\.\d+)?$"))) + elif validator == "Double Validator": + widget.setValidator(QDoubleValidator()) + + # Placeholder + if meta.get("placeholder"): + widget.setPlaceholderText(meta["placeholder"]) + if meta.get("placeholder_dynamic"): + self._dynamic_placeholder_map[key] = (widget, meta["placeholder_dynamic"]) + + # Default + default = meta.get("default") + if default is not None: + widget.setText(str(default)) + + # Backend sync + widget.editingFinished.connect( + lambda k=key, w=widget: self.backend.set_input_value(k, w.text()) + if hasattr(self.backend, "set_input_value") else None + ) + widget.textChanged.connect(self.input_value_changed) + + # Extra callbacks declared in schema + for cb_name in self._as_list(meta.get("on_editing_finished")): + cb = getattr(self, cb_name, None) + if callable(cb): + widget.editingFinished.connect(cb) - # Connect to accept signal to handle save - result = dialog.exec_() - - # If user clicked Save (accepted) or closed, trigger final update - if result == AdditionalInputs.Accepted: - self._update_cad_from_additional_inputs(dialog) + return widget - def _update_cad_from_additional_inputs(self, dialog): + def _make_button_row(self, label: str, meta: dict) -> QHBoxLayout: """ - @author: Faizan - Read all values from the Additional Inputs dialog after save, merge - them into additional_input_values, and emit input_value_changed to - trigger a homepage CAD redraw with the updated parameters. + [Label | Action Button] row. + label → tuple[1] + action → meta["action"] — InputDock method name + btn_text → meta["button_label"] (default "Modify Here") """ - if not dialog: - return - values = dialog.get_all_values() - if values: - # Merge with existing input values - self.additional_input_values = values - # Emit signal to trigger homepage CAD update - self.input_value_changed.emit() - - def show_additional_inputs(self): - """Show Additional Inputs dialog with its default initial tab.""" - self._show_additional_inputs_dialog() - - def _apply_lock_state(self): - self.update_lock_icon() - - enabled = not self.is_locked - if self.scroll_area: - self.scroll_area.setEnabled(enabled) - if self.input_widget: - self.input_widget.setEnabled(enabled) - self._set_additional_inputs_enabled(enabled) - - if self.material_dialog: - self.material_dialog.setEnabled(enabled) - - def _set_additional_inputs_enabled(self, enabled): - if self.additional_inputs_widget: - self.additional_inputs_widget.setEnabled(enabled) - - def _handle_additional_inputs_closed(self): - # Persist the last saved Additional Inputs data for the session. - try: - if self.additional_inputs is not None and hasattr(self.additional_inputs, "get_saved_data"): - saved = self.additional_inputs.get_saved_data() - if isinstance(saved, dict) and saved: - self._additional_inputs_saved_data = saved - except Exception: - pass - self.additional_inputs = None - self.additional_inputs_widget = None - - def _build_basic_inputs(self, field_definitions, root_layout): - current_section_id = None - for definition in field_definitions: - key, label, field_type, values, required, validator, metadata = self._normalize_definition(definition) - if field_type == TYPE_MODULE: - continue - if field_type == TYPE_TITLE: - section_id = key or label - section_context = self._create_section_context(section_id, label, metadata, root_layout) - current_section_id = section_context["id"] - continue - if current_section_id is None: - continue - section_context = self.section_contexts.get(current_section_id) - if not section_context: - continue - self._create_field_row(section_context, key, label, field_type, values, validator, metadata) - - self._finalize_section_contexts() - self._update_carriageway_placeholder() - sync_custom_materials_across_steel_members(self._material_combo_map, self._ensure_material_option) + row = QHBoxLayout() + row.setContentsMargins(0, 0, 0, 0) + row.setSpacing(8) - def _normalize_definition(self, definition): - if len(definition) == 6: - return (*definition, {}) - return definition - - def _create_section_context(self, section_id, title, metadata, root_layout): - container_key = (metadata or {}).get("container", "main") - parent_layout = self._get_container_layout(container_key, root_layout, metadata) - - show_title = metadata.get("show_group_title", True) if metadata else True - group_title = title if show_title and title else "" - group_box = QGroupBox(group_title) if group_title else QGroupBox() - group_box.setStyleSheet(self._section_groupbox_style()) - - layout = QVBoxLayout(group_box) - layout.setContentsMargins(8, 8, 8, 8) - layout.setSpacing(8) - - if metadata and metadata.get("custom_content") == "project_location": - self._add_project_location_controls(layout, metadata) - - parent_layout.addWidget(group_box) - context = { - "id": section_id, - "layout": layout, - "metadata": metadata or {}, - "group_box": group_box, - } - self.section_contexts[section_id] = context - return context - - def _section_groupbox_style(self): - return ( - "QGroupBox {\n" - " border: 1px solid #90AF13;\n" - " border-radius: 4px;\n" - " background-color: white;\n" - " padding: 8px;\n" - " margin-top: 12px;\n" - " font-size: 10px;\n" - " font-weight: bold;\n" - " color: #333;\n" - "}\n" - "QGroupBox::title {\n" - " subcontrol-origin: margin;\n" - " subcontrol-position: top left;\n" - " left: 8px;\n" - " padding: 0 4px;\n" - " margin-top: 4px;\n" - " background-color: white;\n" - " color: #333;\n" - "}" - ) + lbl = QLabel(label) + lbl.setStyleSheet(LABEL_STYLE) + lbl.setMinimumWidth(110) + row.addWidget(lbl) + + btn_text = meta.get("button_label") + btn = QPushButton(btn_text) + btn.setCursor(Qt.CursorShape.PointingHandCursor) + btn.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) + btn.setStyleSheet(ACTION_BTN_STYLE) + cb = getattr(self, meta.get("action", ""), None) + if callable(cb): + btn.clicked.connect(cb) + else: + btn.setEnabled(False) + row.addWidget(btn, 1) + return row - def _get_container_layout(self, container_key, root_layout, metadata=None): - if not container_key or container_key == "main": - return root_layout - if container_key in self.container_layouts: - return self.container_layouts[container_key] - body_layout = self._create_container_group(container_key, root_layout, metadata) - self.container_layouts[container_key] = body_layout - return body_layout + def _field_row(self, label: str, widget: QWidget, meta: dict) -> QHBoxLayout: + """[Label | widget] row. Material combos get an extra info (ℹ) button.""" + row = QHBoxLayout() + row.setContentsMargins(0, 0, 0, 0) + row.setSpacing(8) - def _container_display_name(self, container_key, metadata): - if metadata: - custom = metadata.get("container_label") or metadata.get("container_title") - if custom: - return custom - fallback = container_key or "Section" - return fallback.replace("_", " ").title() - - def _create_container_group(self, container_key, root_layout, metadata=None): - display_name = self._container_display_name(container_key, metadata or {}) - group = QGroupBox() - group.setStyleSheet( - "QGroupBox {\n" - " border: 1px solid #90AF13;\n" - " border-radius: 5px;\n" - " margin-top: 0px;\n" - " padding-top: 5px;\n" - " background-color: white;\n" - "}\n" + lbl = QLabel(label) + lbl.setStyleSheet(LABEL_STYLE) + lbl.setMinimumWidth(110) + row.addWidget(lbl) + + if meta.get("is_material_field") and isinstance(widget, QComboBox): + container = QWidget() + clo = QHBoxLayout(container) + clo.setContentsMargins(0, 0, 0, 0) + clo.setSpacing(4) + clo.addWidget(widget, 1) + info = QToolButton() + info.setCursor(Qt.CursorShape.PointingHandCursor) + info.setAutoRaise(True) + info.setIcon(QIcon(":/vectors/msg_about.svg")) + info.setFixedSize(20, 20) + info.setToolTip("View material properties") + info.setStyleSheet("QToolButton { border:none; padding:0px; background:transparent; }") + if info.icon().isNull(): + info.setText("i") + info.clicked.connect(lambda _=False, k=widget.objectName(): self._show_material_info(k)) + clo.addWidget(info) + row.addWidget(container, 1) + else: + row.addWidget(widget, 1) + return row + + # ── Collapsible container ───────────────────────────────────────────────── + + def _make_container(self, key: str, root_layout: QVBoxLayout, meta: dict) -> QVBoxLayout: + name = (meta.get("container_label") or + meta.get("container_title") or + key.replace("_", " ").title()) + outer = QGroupBox() + outer.setStyleSheet( + "QGroupBox { border:1px solid #90AF13; border-radius:5px;" + " margin-top:0px; padding-top:5px; background-color:white; }" ) - container_layout = QVBoxLayout() - container_layout.setContentsMargins(10, 10, 10, 10) - container_layout.setSpacing(10) + ol = QVBoxLayout() + ol.setContentsMargins(10, 10, 10, 10) + ol.setSpacing(10) header = QHBoxLayout() - title_label = QLabel(display_name) - title_label.setStyleSheet("font-size: 13px; font-weight: bold; color: #333;") - header.addWidget(title_label) + title_lbl = QLabel(name) + title_lbl.setStyleSheet("font-size:13px; font-weight:bold; color:#333;") + header.addWidget(title_lbl) header.addStretch() - toggle_btn = QPushButton() - toggle_btn.setCursor(Qt.CursorShape.PointingHandCursor) - toggle_btn.setCheckable(True) - toggle_btn.setChecked(True) - toggle_btn.setIcon(QIcon(":/vectors/arrow_up_light.svg")) - toggle_btn.setIconSize(QSize(20, 20)) - toggle_btn.setStyleSheet( - "QPushButton {\n" - " background: transparent;\n" - " border: none;\n" - " padding: 2px;\n" - "}\n" - "QPushButton:hover {\n" - " background: transparent;\n" - "}\n" - "QPushButton:pressed {\n" - " background: transparent;\n" - "}" + toggle = QPushButton() + toggle.setCursor(Qt.CursorShape.PointingHandCursor) + toggle.setCheckable(True) + toggle.setChecked(True) + toggle.setIcon(QIcon(":/vectors/arrow_up_light.svg")) + toggle.setIconSize(QSize(20, 20)) + toggle.setStyleSheet( + "QPushButton { background:transparent; border:none; padding:2px; }" + "QPushButton:hover, QPushButton:pressed { background:transparent; }" ) - header.addWidget(toggle_btn) - container_layout.addLayout(header) + header.addWidget(toggle) + ol.addLayout(header) - container_body = QFrame() - container_body.setFrameShape(QFrame.NoFrame) - body_layout = QVBoxLayout(container_body) + body = QFrame() + body.setFrameShape(QFrame.NoFrame) + body_layout = QVBoxLayout(body) body_layout.setContentsMargins(0, 0, 0, 0) body_layout.setSpacing(10) - container_body.setVisible(True) - container_layout.addWidget(container_body) - - def _toggle(checked): - container_body.setVisible(checked) - icon = ":/vectors/arrow_up_light.svg" if checked else ":/vectors/arrow_down_light.svg" - toggle_btn.setIcon(QIcon(icon)) + ol.addWidget(body) - toggle_btn.toggled.connect(_toggle) + toggle.toggled.connect(lambda checked: ( + body.setVisible(checked), + toggle.setIcon(QIcon(":/vectors/arrow_up_light.svg" if checked else ":/vectors/arrow_down_light.svg")), + )) - group.setLayout(container_layout) - root_layout.addWidget(group) + outer.setLayout(ol) + root_layout.addWidget(outer) return body_layout - def _add_project_location_controls(self, layout, metadata): - label_text = metadata.get("header_label") or "Project Location*" - button_rows = metadata.get("button_rows") - if button_rows: - for row_entry in button_rows: - row_config = self._prepare_button_row_config(row_entry, {"label": label_text}) - if row_config: - self._add_button_row(layout, row_config) - return - - fallback_row = self._prepare_button_row_config("project_location", {"label": label_text}) - self._add_button_row(layout, fallback_row) - - def _section_label_style(self): - return ( - "QLabel {\n" - " color: #000000;\n" - " font-size: 12px;\n" - " background: transparent;\n" - "}" - ) - - def _default_action_button_style(self): - return ( - "QPushButton {\n" - " background-color: #90AF13;\n" - " color: white;\n" - " font-weight: bold;\n" - " border: none;\n" - " border-radius: 4px;\n" - " padding: 8px 20px;\n" - " font-size: 11px;\n" - " min-width: 80px;\n" - "}\n" - "QPushButton:hover {\n" - " background-color: #7a9a12;\n" - "}\n" - "QPushButton:disabled{\n" - " background: #D0D0D0;\n" - " color: #666;\n" - "}" - ) - - def _default_row_config(self, row_type): - mapping = { - "project_location": { - "label": "Project Location*", - "buttons": [ - {"text": "Add Here", "action": "show_project_location_dialog"}, - ], - }, - "additional_geometry": { - "label": "Additional Geometry", - "buttons": [ - {"text": "Modify Here", "action": "show_additional_inputs"}, - ], - }, - } - return mapping.get(row_type, {}) - - def _prepare_button_row_config(self, config_entry, fallback_defaults=None): - fallback_defaults = fallback_defaults or {} - if isinstance(config_entry, str): - config = {"type": config_entry} - else: - config = dict(config_entry or {}) - - row_type = config.get("type") - defaults = self._default_row_config(row_type) - - resolved = {} - resolved.update(defaults) - resolved.update(fallback_defaults) - resolved.update(config) - - if not resolved.get("buttons"): - extra_defaults = self._default_row_config(resolved.get("type")) - if extra_defaults: - resolved.setdefault("buttons", extra_defaults.get("buttons")) - resolved.setdefault("label", extra_defaults.get("label")) - - return resolved if resolved.get("buttons") else None + def _build_toggle_strip(self): + self.toggle_strip = QWidget() + self.toggle_strip.setStyleSheet("background-color: #90AF13;") + self.toggle_strip.setFixedWidth(6) + sl = QVBoxLayout(self.toggle_strip) + sl.setContentsMargins(0, 0, 0, 0) + sl.setSpacing(0) + sl.setAlignment(Qt.AlignVCenter | Qt.AlignLeft) - def _add_button_row(self, layout, config): - if not config: - return + self.toggle_btn = QPushButton("❮") + self.toggle_btn.setCursor(Qt.CursorShape.PointingHandCursor) + self.toggle_btn.setFixedSize(6, 60) + self.toggle_btn.setToolTip("Hide panel") + self.toggle_btn.clicked.connect(self.toggle_input_dock) + self.toggle_btn.setStyleSheet(""" + QPushButton { background-color:#6c8408; color:white; font-size:12px; + font-weight:bold; padding:0px; border:none; } + QPushButton:hover { background-color:#5e7407; } + """) + sl.addStretch() + sl.addWidget(self.toggle_btn) + sl.addStretch() + self.main_layout.addWidget(self.toggle_strip) - row = QHBoxLayout() - row.setContentsMargins(0, 0, 0, 0) - row.setSpacing(8) + # ══════════════════════════════════════════════════════════════════════════ + # Dynamic placeholder helpers + # ══════════════════════════════════════════════════════════════════════════ - label_text = config.get("label") - if label_text: - field_label = QLabel(label_text) - field_label.setStyleSheet(self._section_label_style()) - field_label.setMinimumWidth(config.get("label_min_width", 110)) - row.addWidget(field_label) - - buttons = config.get("buttons", []) - for button_config in buttons: - button = self._create_action_button(button_config) - stretch = button_config.get("stretch", 1 if len(buttons) == 1 else 0) - row.addWidget(button, stretch) - - if config.get("add_stretch", True): - row.addStretch() - - layout.addLayout(row) - - def _create_action_button(self, config): - button = QPushButton(config.get("text", "Action")) - button.setCursor(Qt.CursorShape.PointingHandCursor) - if config.get("size_policy") == "fixed": - button.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) - else: - button.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) - - icon_path = config.get("icon") - if icon_path: - button.setIcon(QIcon(icon_path)) - icon_size = config.get("icon_size") - if isinstance(icon_size, (list, tuple)) and len(icon_size) == 2: - button.setIconSize(QSize(icon_size[0], icon_size[1])) - - style = config.get("style") or self._default_action_button_style() - button.setStyleSheet(style) - - tooltip = config.get("tooltip") - if tooltip: - button.setToolTip(tooltip) - - action_name = config.get("action") - callback = getattr(self, action_name, None) if action_name else None - if callable(callback): - button.clicked.connect(callback) - else: - button.setEnabled(False) + def _refresh_all_dynamic_placeholders(self): + """Call all registered dynamic placeholder methods to set initial text.""" + for key, (widget, method_name) in self._dynamic_placeholder_map.items(): + self._apply_dynamic_placeholder(widget, method_name) - return button + def _apply_dynamic_placeholder(self, widget: QLineEdit, method_name: str): + method = getattr(self, method_name, None) + if callable(method): + try: + text = method() + if text: + widget.setPlaceholderText(str(text)) + except Exception: + pass - def _create_field_row(self, section_context, key, label, field_type, values, validator, metadata): - widget = self._create_input_widget(key, field_type, values, validator, metadata) - if widget is None: - return - row = QHBoxLayout() - row.setContentsMargins(0, 0, 0, 0) - row.setSpacing(8) - display_label = (metadata or {}).get("label") if metadata else None - field_label = QLabel(display_label or label) - field_label.setStyleSheet(self._section_label_style()) - field_label.setMinimumWidth(110) - row.addWidget(field_label) - if self._is_material_input_key(key) and isinstance(widget, QComboBox): - combo_container = QWidget() - combo_layout = QHBoxLayout(combo_container) - combo_layout.setContentsMargins(0, 0, 0, 0) - combo_layout.setSpacing(4) - combo_layout.addWidget(widget, 1) - - info_btn = QToolButton() - info_btn.setCursor(Qt.CursorShape.PointingHandCursor) - info_btn.setToolTip("View material properties") - info_btn.setAutoRaise(True) - info_btn.setIcon(QIcon(":/vectors/msg_about.svg")) - info_btn.setFixedSize(20, 20) - info_btn.setStyleSheet("QToolButton { border: none; padding: 0px; background: transparent; }") - if info_btn.icon().isNull(): - info_btn.setText("i") - info_btn.setToolTip("View selected material properties") - info_btn.clicked.connect(lambda _checked=False, k=key: self._show_selected_material_info_for_key(k)) - combo_layout.addWidget(info_btn) - - row.addWidget(combo_container, 1) - else: - row.addWidget(widget, 1) - if metadata.get("add_stretch"): - row.addStretch() - section_context["layout"].addLayout(row) + def _update_carriageway_placeholder(self, *_): + """Re-resolve all dynamic placeholders (called when a dependency changes).""" + self._refresh_all_dynamic_placeholders() - def _create_input_widget(self, key, field_type, values, validator, metadata): - key_name = key if isinstance(key, str) else None + def _carriageway_placeholder_text(self) -> str: + """Returns the current placeholder string for the carriageway width field.""" + min_w, max_w = self._carriageway_limits() + suffix = " per side" if self._is_median_included() else "" + return f"{min_w:.2f}–{max_w:.1f} m{suffix}" - if field_type == TYPE_COMBOBOX: - widget = NoScrollComboBox() - # Connect instant 2D CAD update - widget.currentTextChanged.connect(self.emit_value_changed) + # ══════════════════════════════════════════════════════════════════════════ + # Domain event handlers (called by name from schema on_changed / on_editing_finished) + # ══════════════════════════════════════════════════════════════════════════ - apply_field_style(widget) - if values: - items = [str(v) for v in values] - if self._is_material_input_key(key_name): - items = [item for item in items if item != self.MATERIAL_CUSTOM_OPTION] - items.append(self.MATERIAL_CUSTOM_OPTION) - widget.addItems(items) - - for i, text in enumerate(items): - # Intentionally disabling other option - if text == "Other": - widget.setItemData(i, QBrush(QColor("gray")), Qt.ItemDataRole.ForegroundRole) - model = widget.model() - if hasattr(model, 'item'): - item = model.item(i) - if item: - item.setEnabled(False) - - # Prefer backend-stored value, else metadata default. + def _on_footpath_changed(self, value=None): + if value is None: + value = self._text(KEY_FOOTPATH) + if self.additional_inputs and self.additional_inputs.isVisible(): try: - backend_value = self.backend.get_input_value(key_name) if key_name and hasattr(self.backend, "get_input_value") else None + self.additional_inputs.update_footpath_value(value) except Exception: - backend_value = None - - default_value = (metadata or {}).get("default") - - init_value = backend_value if backend_value not in (None, "") else default_value - if init_value not in (None, ""): - idx = widget.findText(str(init_value)) - if idx < 0 and self._is_material_input_key(key_name): - self._ensure_material_option(widget, str(init_value)) - idx = widget.findText(str(init_value)) - if idx >= 0: - widget.setCurrentIndex(idx) - - # Persist changes back into backend. - if key_name and hasattr(widget, "currentTextChanged"): - try: - widget.currentTextChanged.connect(lambda text, k=key_name: self._push_backend_value(k, text)) - except Exception: - pass - elif field_type == TYPE_TEXTBOX: - widget = QLineEdit() - # Connect instant 2D CAD update - widget.textChanged.connect(self.emit_value_changed) - - apply_field_style(widget) - validator_instance = self.get_validator(validator) - if validator_instance: - widget.setValidator(validator_instance) - - # Restore value from backend if present. + pass + + def _on_design_mode_changed(self, mode_text: str = ""): + self._current_design_mode = str(mode_text or "Optimized").strip() + if self.additional_inputs: try: - backend_value = self.backend.get_input_value(key_name) if key_name and hasattr(self.backend, "get_input_value") else None + self.additional_inputs.set_member_properties_design_mode(self._current_design_mode) except Exception: - backend_value = None + pass + if self._current_design_mode.lower() == "custom": + self._open_additional_inputs(target_tab="Member Properties") - if backend_value not in (None, ""): - widget.setText(str(backend_value)) + def _validate_carriageway_width_silent(self, *_): + """Silent validation (no message box) — called from schema on_changed.""" + self.validate_carriageway_width(show_message=False) - # Persist changes back into backend. - if key_name: - try: - widget.editingFinished.connect(lambda k=key_name, w=widget: self._push_backend_value(k, w.text())) - except Exception: - pass - else: - return None + # ══════════════════════════════════════════════════════════════════════════ + # Carriageway validation + # ══════════════════════════════════════════════════════════════════════════ - if key_name: - widget.setObjectName(key_name) - self._register_input_widget(key_name, widget) - self._apply_field_specific_config(key_name, widget, metadata or {}) - return widget + def _is_median_included(self) -> bool: + return self._text(KEY_INCLUDE_MEDIAN).lower() == "yes" - def _push_backend_value(self, key: str, value): - if not key: - return - if not self.backend or not hasattr(self.backend, "set_input_value"): + def _carriageway_limits(self): + min_w = CARRIAGEWAY_WIDTH_MIN_WITH_MEDIAN if self._is_median_included() else CARRIAGEWAY_WIDTH_MIN + return min_w, CARRIAGEWAY_WIDTH_MAX_LIMIT + + def validate_carriageway_width(self, show_message=True): + w = self._w(KEY_CARRIAGEWAY_WIDTH) + if not isinstance(w, QLineEdit) or not w.text().strip(): return try: - self.backend.set_input_value(key, value) - except Exception: - pass - - def _register_input_widget(self, key, widget): - if key == KEY_STRUCTURE_TYPE: - self.structure_type_combo = widget - elif key == "Design": - self.design_mode_combo = widget - elif key == KEY_SPAN: - self.span_input = widget - elif key == KEY_CARRIAGEWAY_WIDTH: - self.carriageway_input = widget - elif key == KEY_INCLUDE_MEDIAN: - self.include_median_combo = widget - elif key == KEY_FOOTPATH: - self.footpath_combo = widget - elif key == KEY_SKEW_ANGLE: - self.skew_input = widget - elif key == KEY_GIRDER: - self.girder_combo = widget - elif key == KEY_CROSS_BRACING: - self.cross_bracing_combo = widget - elif key == KEY_END_DIAPHRAGM: - self.end_diaphragm_combo = widget - elif key == KEY_DECK_CONCRETE_GRADE_BASIC: - self.deck_combo = widget - - def _apply_field_specific_config(self, key, widget, metadata): - if not key or widget is None: + value = float(w.text()) + except ValueError: + w.clear() + if show_message: + CustomMessageBox( + title="Carriageway Width", + text="Please enter a numeric value.", + dialogType=MessageBoxType.Warning + ).exec() return - if key == KEY_STRUCTURE_TYPE and hasattr(widget, "currentTextChanged"): - widget.currentTextChanged.connect(self.on_structure_type_changed) - elif key == KEY_SPAN and isinstance(widget, QLineEdit): - widget.setValidator(QDoubleValidator(SPAN_MIN, SPAN_MAX, 2)) - widget.setPlaceholderText(f"{SPAN_MIN}-{SPAN_MAX} m") - elif key == KEY_CARRIAGEWAY_WIDTH and isinstance(widget, QLineEdit): - widget.setValidator(QDoubleValidator(0.0, 100.0, 2)) - widget.editingFinished.connect(self.validate_carriageway_width) - elif key == KEY_INCLUDE_MEDIAN and hasattr(widget, "currentTextChanged"): - widget.currentTextChanged.connect(self.on_include_median_changed) - default_value = metadata.get("default") - if default_value: - idx = widget.findText(default_value) - if idx >= 0: - widget.setCurrentIndex(idx) - elif key == KEY_FOOTPATH and hasattr(widget, "currentTextChanged"): - widget.currentTextChanged.connect(self.on_footpath_changed) - default_value = metadata.get("default") - if default_value: - idx = widget.findText(default_value) - if idx >= 0: - widget.setCurrentIndex(idx) - elif key == KEY_SKEW_ANGLE and isinstance(widget, QLineEdit): - widget.setValidator(QDoubleValidator(SKEW_ANGLE_MIN, SKEW_ANGLE_MAX, 1)) - widget.setPlaceholderText(f"{SKEW_ANGLE_MIN} - {SKEW_ANGLE_MAX}°") - elif self._is_material_input_key(key) and isinstance(widget, QComboBox): - if key == KEY_DECK_CONCRETE_GRADE_BASIC and hasattr(widget, "findText"): - default_value = metadata.get("default") - if default_value: - idx = widget.findText(default_value) - if idx >= 0: - widget.setCurrentIndex(idx) - self._material_combo_map[key] = widget - current_text = str(widget.currentText() or "").strip() - if current_text and current_text != self.MATERIAL_CUSTOM_OPTION: - self._material_previous_selection[key] = current_text - widget.currentTextChanged.connect( - lambda text, k=key, w=widget: self._on_material_selection_changed(k, w, text) - ) - elif key == "Design" and hasattr(widget, "currentTextChanged"): - widget.currentTextChanged.connect(self._on_design_mode_changed_from_user) - self._set_design_mode(widget.currentText(), open_member_properties=False) - - def _is_material_input_key(self, key) -> bool: - return key in { - KEY_GIRDER, - KEY_CROSS_BRACING, - KEY_END_DIAPHRAGM, - KEY_DECK_CONCRETE_GRADE_BASIC, - } + min_w, max_w = self._carriageway_limits() + msg = None + if value < min_w: + msg = ("IRC 5 Cl.104.3.1: min carriageway width with median is 7.5 m per side." + if self._is_median_included() else + "IRC 5 Cl.104.3.1: min carriageway width is 4.25 m.") + value = min_w + elif value > max_w: + msg = "Software limits carriageway width to 23.6 m." + value = max_w + w.setText(f"{value:.2f}") + if msg and show_message: + CustomMessageBox( + title="Carriageway Width", + text=msg, + dialogType=MessageBoxType.Warning + ).exec() - def _material_member_for_key(self, key: str) -> str: - return "Deck" if key in {KEY_DECK_CONCRETE_GRADE_BASIC, KEY_DECK} else "Girder" + def _get_effective_carriageway_width(self) -> float: + min_w, max_w = self._carriageway_limits() + width = max(min_w, min(self._float(KEY_CARRIAGEWAY_WIDTH, min_w), max_w)) + return width * 2.0 if self._is_median_included() else width - def _set_combo_text_without_signal(self, combo: QComboBox, text: str) -> None: + # ══════════════════════════════════════════════════════════════════════════ + # Material helpers + # ══════════════════════════════════════════════════════════════════════════ + + def _ensure_material_option(self, combo: QComboBox, name: str): + name = str(name or "").strip() + if not name or combo.findText(name) >= 0: + return + idx = combo.findText(MATERIAL_CUSTOM_OPTION) + combo.insertItem(idx if idx >= 0 else combo.count(), name) + + def _on_material_changed(self, key: str, combo: QComboBox, text: str): + if not text or text == MATERIAL_CUSTOM_OPTION: + member = self._material_member_type.get(key, "Girder") + previous = self._material_previous_selection.get(key, "") + dialog = MaterialPropertiesDialog(read_only=False, selected_material=previous, member=member) + if dialog.exec() == QDialog.Accepted: + fd = getattr(dialog, "form_data", {}) + mat = str(fd.get("material", "") or "").strip() + if mat: + self._material_custom_fields[mat] = dict(fd.get("fields") or {}) + self._ensure_material_option(combo, mat) + if member == "Girder": + sync_custom_materials_across_steel_members( + self._material_combo_map, self._ensure_material_option, mat) + self._set_combo_silently(combo, mat) + self._material_previous_selection[key] = mat + self.backend.set_input_value(key, mat) + self.input_value_changed.emit() + return + fallback = self._material_previous_selection.get(key, "") + if not fallback: + for i in range(combo.count()): + v = combo.itemText(i) + if v and v != MATERIAL_CUSTOM_OPTION: + fallback = v + break + if fallback: + self._set_combo_silently(combo, fallback) + else: + self._material_previous_selection[key] = text + + def _set_combo_silently(self, combo: QComboBox, text: str): idx = combo.findText(text) if idx < 0: return @@ -1399,203 +698,231 @@ def _set_combo_text_without_signal(self, combo: QComboBox, text: str) -> None: finally: combo.blockSignals(blocked) - def _ensure_material_option(self, combo: QComboBox, material_name: str) -> None: - name = str(material_name or "").strip() - if not name or combo.findText(name) >= 0: - return - custom_idx = combo.findText(self.MATERIAL_CUSTOM_OPTION) - insert_at = custom_idx if custom_idx >= 0 else combo.count() - combo.insertItem(insert_at, name) - - def _first_non_custom_option(self, combo: QComboBox) -> str: - for idx in range(combo.count()): - value = str(combo.itemText(idx) or "").strip() - if value and value != self.MATERIAL_CUSTOM_OPTION: - return value - return "" - - def _open_custom_material_dialog_for_key(self, key: str, combo: QComboBox) -> bool: - member = self._material_member_for_key(key) - previous_value = self._material_previous_selection.get(key, "") - - # Intentionally not passing parent to preserve original dialog appearance. - dialog = MaterialPropertiesDialog(read_only=False, selected_material=previous_value, member=member) - if dialog.exec() != QDialog.Accepted: - return False - - form_data = getattr(dialog, "form_data", {}) - material_name = str(form_data.get("material", "") or "").strip() - fields = form_data.get("fields", {}) - if not material_name: - return False - - self._material_custom_fields[material_name] = dict(fields) if isinstance(fields, dict) else {} - self._ensure_material_option(combo, material_name) - if member == "Girder": - sync_custom_materials_across_steel_members(self._material_combo_map, self._ensure_material_option, material_name) - self._set_combo_text_without_signal(combo, material_name) - self._material_previous_selection[key] = material_name - self._push_backend_value(key, material_name) - self.emit_value_changed() - return True - - def _on_material_selection_changed(self, key: str, combo: QComboBox, selected_text: str) -> None: - selected = str(selected_text or "").strip() - if not selected: - return - - if selected == self.MATERIAL_CUSTOM_OPTION: - accepted = self._open_custom_material_dialog_for_key(key, combo) - if accepted: - return - fallback = self._material_previous_selection.get(key) or self._first_non_custom_option(combo) - if fallback: - self._set_combo_text_without_signal(combo, fallback) - self._push_backend_value(key, fallback) - return - - self._material_previous_selection[key] = selected - - def _show_selected_material_info_for_key(self, key: str) -> None: + def _show_material_info(self, key: str): combo = self._material_combo_map.get(key) - if combo is None: + if not combo: return - - selected_material = str(combo.currentText() or "").strip() - if not selected_material or selected_material == self.MATERIAL_CUSTOM_OPTION: + selected = combo.currentText().strip() + if not selected or selected == MATERIAL_CUSTOM_OPTION: CustomMessageBox( title="Material Data Unavailable", - text="No material selected or custom material details not provided.", + text="No material selected.", dialogType=MessageBoxType.Warning ).exec() return + member = self._material_member_type.get(key, "Girder") + MaterialPropertiesDialog( + read_only=True, selected_material=selected, member=member, + custom_fields=self._material_custom_fields.get(selected), + ).exec() - member = self._material_member_for_key(key) - custom_fields = self._material_custom_fields.get(selected_material) - # Intentionally not passing parent to preserve original dialog appearance. - dialog = MaterialPropertiesDialog( - read_only=True, - selected_material=selected_material, - member=member, - custom_fields=custom_fields, - ) - dialog.exec() + # ══════════════════════════════════════════════════════════════════════════ + # Dialogs + # ══════════════════════════════════════════════════════════════════════════ + + def show_project_location_dialog(self): + dialog = ProjectLocationDialog() + if dialog.exec() == QDialog.Accepted: + self.backend.set_input_value(KEY_PROJECT_LOCATION, dialog.get_selected_location()) - def _get_basic_design_mode(self) -> str: - if self.design_mode_combo is not None and hasattr(self.design_mode_combo, "currentText"): - value = str(self.design_mode_combo.currentText() or "").strip() - if value: - return value - value = str(getattr(self, "_current_design_mode", "") or "").strip() - return value or "Optimized" + def show_additional_inputs(self): + self._open_additional_inputs() + + def _open_additional_inputs(self, target_tab=None): + footpath_value = self._text(KEY_FOOTPATH) or "None" + carriageway_width = self._get_effective_carriageway_width() - def _set_design_mode(self, mode_text: str, open_member_properties: bool = False) -> None: - mode = str(mode_text or "").strip() or "Optimized" - self._current_design_mode = mode + self.additional_inputs = AdditionalInputs(footpath_value, carriageway_width) - if self.additional_inputs is not None: + if self._additional_inputs_saved_data: try: - if hasattr(self.additional_inputs, "set_member_properties_design_mode"): - self.additional_inputs.set_member_properties_design_mode(mode) + self.additional_inputs.set_properties_data(self._additional_inputs_saved_data) + except Exception: + pass + try: + self.additional_inputs.set_member_properties_design_mode(self._current_design_mode) + except Exception: + pass + if target_tab: + try: + for i in range(self.additional_inputs.tabs.count()): + if self.additional_inputs.tabs.tabText(i).strip().lower() == target_tab.lower(): + self.additional_inputs.tabs.setCurrentIndex(i) + break except Exception: pass - if open_member_properties and mode.lower() in {"custom"}: - self._show_additional_inputs_dialog("Member Properties") - - def _on_design_mode_changed_from_user(self, mode_text: str) -> None: - self._set_design_mode(mode_text, open_member_properties=True) - - def _finalize_section_contexts(self): - for context in self.section_contexts.values(): - metadata = context.get("metadata", {}) - note_config = metadata.get("post_note") - if note_config: - self._add_section_note(context, note_config) - - for row_entry in metadata.get("post_rows", []): - row_config = self._prepare_button_row_config(row_entry) - if row_config: - self._add_button_row(context["layout"], row_config) - - def _add_section_note(self, context, note_config): - note_label = QLabel(note_config.get("text", "")) - note_label.setStyleSheet(self._section_label_style()) - note_label.setVisible(False) - context["layout"].addWidget(note_label) - attr_name = note_config.get("attr") - if attr_name: - setattr(self, attr_name, note_label) - - def on_footpath_changed(self, footpath_value): - """Update additional inputs when footpath changes""" - if self.additional_inputs and self.additional_inputs.isVisible(): - if hasattr(self, 'additional_inputs_widget'): - self.additional_inputs_widget.update_footpath_value(footpath_value) - # Notify CAD so the homepage cross-section updates immediately - self.emit_value_changed() - - def on_include_median_changed(self, _value): - self._update_carriageway_placeholder() - # Re-validate silently so previously entered values honor the new limits - self.validate_carriageway_width(show_message=False) - - def _carriageway_limits(self): - include_median = self._is_median_included() - min_width = CARRIAGEWAY_WIDTH_MIN_WITH_MEDIAN if include_median else CARRIAGEWAY_WIDTH_MIN - return min_width, CARRIAGEWAY_WIDTH_MAX_LIMIT + self.additional_inputs.finished.connect(self._on_additional_inputs_closed) - def _update_carriageway_placeholder(self): - if not hasattr(self, "carriageway_input") or self.carriageway_input is None: - return - min_width, max_width = self._carriageway_limits() - suffix = " per side" if self._is_median_included() else "" - self.carriageway_input.setPlaceholderText(f"{min_width:.2f} - {max_width:.1f} m{suffix}") + if self.additional_inputs.exec_() == AdditionalInputs.Accepted: + values = self.additional_inputs.get_all_values() + if values: + self.additional_input_values = values + self.input_value_changed.emit() - def validate_carriageway_width(self, show_message=True): - if not self.carriageway_input: - return - text = self.carriageway_input.text().strip() - if not text: - return + def _on_additional_inputs_closed(self): try: - value = float(text) - except ValueError: - self.carriageway_input.clear() - if show_message: - QMessageBox.warning(self, "Carriageway Width", "Please enter a numeric carriageway width.") - return + saved = self.additional_inputs.get_saved_data() + if isinstance(saved, dict) and saved: + self._additional_inputs_saved_data = saved + except Exception: + pass + self.additional_inputs = None + + # ══════════════════════════════════════════════════════════════════════════ + # Lock / unlock + # ══════════════════════════════════════════════════════════════════════════ - min_width, max_width = self._carriageway_limits() - include_median = self._is_median_included() - message = None + def toggle_lock(self): + self.is_locked = not self.is_locked + self.lock_btn.setChecked(self.is_locked) + self.scroll_area.setDisabled(self.is_locked) + self._sync_lock_icon() + + def _apply_lock_state(self): + self._sync_lock_icon() - if value < min_width: - if include_median: - message = "IRC 5 Clause 104.3.1 requires minimum carriageway width on both sides of the median to be at least 7.5 m." + def _sync_lock_icon(self): + if self.lock_btn: + self.lock_btn.setIcon(QIcon( + ":/vectors/lock_close.svg" if self.is_locked else ":/vectors/lock_open.svg" + )) + + def show_lock_tooltip(self): + if hasattr(self, "tooltip_timer") and self.tooltip_timer.isActive(): + self.tooltip_timer.stop() + pos = self.lock_btn.mapToGlobal(self.lock_btn.rect().topRight()) + QPoint(5, 0) + self.lock_btn_tooltip.adjustSize() + self.lock_btn_tooltip.move(pos) + self.lock_btn_tooltip.show() + self.lock_btn_tooltip.raise_() + if not hasattr(self, "tooltip_timer"): + self.tooltip_timer = QTimer() + self.tooltip_timer.setSingleShot(True) + self.tooltip_timer.timeout.connect(self.lock_btn_tooltip.hide) + self.tooltip_timer.start(3000) + + def eventFilter(self, obj, event): + if obj == self.scroll_area and event.type() == QEvent.MouseButtonPress: + if self.is_locked: + self.show_lock_tooltip() + return True + return super().eventFilter(obj, event) + + # ══════════════════════════════════════════════════════════════════════════ + # Panel toggle + # ══════════════════════════════════════════════════════════════════════════ + + def toggle_input_dock(self): + if hasattr(self.parent, "toggle_animate"): + collapsing = self.width() > 0 + self.parent.toggle_animate(show=not collapsing, dock="input") + self.toggle_btn.setText("❯" if collapsing else "❮") + self.toggle_btn.setToolTip("Show panel" if collapsing else "Hide panel") + + def resizeEvent(self, event): + super().resizeEvent(event) + if self.parent and hasattr(self.parent, "update_docking_icons"): + self.parent.update_docking_icons(input_is_active=self.width() > 0) + + # ══════════════════════════════════════════════════════════════════════════ + # Input serialization + # ══════════════════════════════════════════════════════════════════════════ + + def _collect_basic_inputs(self) -> list[dict]: + out = [] + for defn in self.backend.input_values(): + key, _, ftype = defn[0], defn[1], defn[2] + if ftype in (TYPE_MODULE, TYPE_TITLE, TYPE_BUTTON, TYPE_NOTE): + continue + if not isinstance(key, str): + continue + w = self._w(key) + if isinstance(w, QLineEdit): + val = w.text().strip() + elif isinstance(w, QComboBox): + val = w.currentText() else: - message = "IRC 5 Clause 104.3.1 requires minimum carriageway width of 4.25 m." - value = min_width - elif value > max_width: - message = "Software limits carriageway width upto 23.6 m" - value = max_width - - self.carriageway_input.setText(f"{value:.2f}") - if message and show_message: - QMessageBox.warning(self, "Carriageway Width", message) - - def _get_effective_carriageway_width(self): - min_width, max_width = self._carriageway_limits() - width = min_width - if self.carriageway_input and self.carriageway_input.text(): - try: - width = float(self.carriageway_input.text()) - except ValueError: - width = min_width - width = max(min_width, min(width, max_width)) - return width - - def _is_median_included(self): - if not self.include_median_combo: - return False - return self.include_median_combo.currentText().lower() == "yes" + continue + if val: + out.append({key: val}) + if hasattr(self.backend, "set_input_value"): + self.backend.set_input_value(key, val) + return out + + def _collect_additional_inputs(self) -> list[dict]: + snapshot = {} + try: + if self.additional_inputs and hasattr(self.additional_inputs, "section_properties_tab"): + tab = self.additional_inputs.section_properties_tab + if tab and hasattr(tab, "save_properties"): + snapshot = tab.save_properties() or {} + except Exception: + pass + if not snapshot: + snapshot = self._additional_inputs_saved_data or {} + ordered = ("girder_details", "stiffener_details", "cross_bracing", "end_diaphragm") + out = [{k: snapshot[k]} for k in ordered if k in snapshot] + out += [{k: v} for k, v in snapshot.items() if k not in ordered] + return out + + def _on_save_input_clicked(self): + self._basic_inputs_saved_list = self._collect_basic_inputs() + self._additional_inputs_saved_list = self._collect_additional_inputs() + final = self._basic_inputs_saved_list + self._additional_inputs_saved_list + if hasattr(self.backend, "set_final_design_inputs"): + self.backend.set_final_design_inputs(final) + CustomMessageBox( + title="Inputs Saved", + text="Basic + Additional inputs saved for this session.", + dialogType=MessageBoxType.Warning + ).exec() + + def _on_design_clicked(self): + final = self._collect_basic_inputs() + self._collect_additional_inputs() + if hasattr(self.backend, "set_final_design_inputs"): + self.backend.set_final_design_inputs(final) + CustomMessageBox( + title="Design Input Ready", + text="Final input payload prepared.", + dialogType=MessageBoxType.Warning + ).exec() + try: + print(f"[OsdagBridge] {len(final)} items") + print(json.dumps(final, indent=2, ensure_ascii=False, default=str)[:12000]) + except Exception: + pass + + # ══════════════════════════════════════════════════════════════════════════ + # CAD update helper + # ══════════════════════════════════════════════════════════════════════════ + + def get_all_input_values(self) -> dict: + values = { + KEY_SPAN: self._float(KEY_SPAN), + KEY_CARRIAGEWAY_WIDTH: self._float(KEY_CARRIAGEWAY_WIDTH), + KEY_SKEW_ANGLE: self._float(KEY_SKEW_ANGLE, 0.0), + KEY_FOOTPATH: self._text(KEY_FOOTPATH), + KEY_INCLUDE_MEDIAN: self._is_median_included(), + } + # Fill remaining defaults from DEFAULTS_DICT — single source of truth. + for key, val in DEFAULTS_DICT.items(): + values.setdefault(key, val) + # Overlay any values captured from the Additional Inputs dialog. + if self.additional_input_values: + values.update(self.additional_input_values) + return values + + def emit_value_changed(self): + self.input_value_changed.emit() + + # ══════════════════════════════════════════════════════════════════════════ + # Utilities + # ══════════════════════════════════════════════════════════════════════════ + + @staticmethod + def _as_list(value) -> list: + """Normalise a schema callback value to a list of strings.""" + if not value: + return [] + return value if isinstance(value, list) else [value] \ No newline at end of file diff --git a/src/osdagbridge/desktop/ui/template_page.py b/src/osdagbridge/desktop/ui/template_page.py index c268ce782..d9b4326c4 100644 --- a/src/osdagbridge/desktop/ui/template_page.py +++ b/src/osdagbridge/desktop/ui/template_page.py @@ -14,6 +14,7 @@ from osdagbridge.desktop.ui.dialogs.additional_inputs import AdditionalInputs from osdagbridge.core.bridge_types.plate_girder.ui_fields import FrontendData +from osdagbridge.core.bridge_types.plate_girder.defaults import DEFAULTS_DICT from osdagbridge.core.utils.common import * class CustomWindow(QWidget): @@ -21,6 +22,10 @@ def __init__(self, title: str, backend: object, parent=None): super().__init__() self.parent = parent self.backend = backend() + + # Defaults + self.defaults = DEFAULTS_DICT + # one-time log splitter initialization flag self._log_splitter_initialized = False @@ -282,6 +287,24 @@ def mousePressEvent(self, event): # Initial CAD update to sync with starting UI values (e.g., footpath=None) self.update_cad_from_inputs() + #-------Common-Design-Save-Additional-Inputs-Functionality-START------- + + def common_design_func(self, trigger: str): + """ + Trigger belongs to one of ["Design", "Save", "Additional Inputs"] + """ + if trigger == "Design": + # Collect all the values from input Dock + pass + elif trigger == "Save": + # Collect all the values from input Dock and save to osi/csv + pass + elif trigger == "Additional Inputs": + # Show Additional Inputs + pass + + #-------Common-Design-Save-Additional-Inputs-Functionality-END--------- + def setup_cad_connections(self): """Connect input dock field changes to CAD widget for real-time updates""" # Connect to input dock's value changed signals @@ -327,7 +350,9 @@ def update_cad_from_inputs(self): return input_values = self.input_dock.get_all_input_values() - # print("[DEBUG] Collected input values from InputDock:", input_values) + + print("[DEBUG] Collected input values from InputDock:", input_values) + if not input_values: return From 1d237dd1c035aa6c3183414245eda72ba84548cb Mon Sep 17 00:00:00 2001 From: mhsuhail00 Date: Mon, 9 Mar 2026 03:21:56 +0530 Subject: [PATCH 122/225] Added input_dict and collecting in input_dock --- .../desktop/ui/docks/input_dock.py | 67 +++++++++---------- src/osdagbridge/desktop/ui/template_page.py | 13 ++-- 2 files changed, 38 insertions(+), 42 deletions(-) diff --git a/src/osdagbridge/desktop/ui/docks/input_dock.py b/src/osdagbridge/desktop/ui/docks/input_dock.py index e0d437c8b..56110a841 100644 --- a/src/osdagbridge/desktop/ui/docks/input_dock.py +++ b/src/osdagbridge/desktop/ui/docks/input_dock.py @@ -222,7 +222,7 @@ def _build_bottom_buttons(self) -> QHBoxLayout: self.design_btn = DockCustomButton("Design", ":/vectors/design.svg") self.design_btn.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) - self.design_btn.clicked.connect(self._on_design_clicked) + self.design_btn.clicked.connect(lambda _, trigger="Design": self.parent.common_design_func(trigger)) btn_layout.addWidget(self.design_btn) return btn_layout @@ -335,12 +335,10 @@ def _make_combobox(self, key, values, meta) -> NoScrollComboBox: if idx >= 0: widget.setCurrentIndex(idx) - # Always wire backend sync + change signal. + # Signal the change in value so to update the input_dictionary widget.currentTextChanged.connect( - lambda text, k=key: self.backend.set_input_value(k, text) - if hasattr(self.backend, "set_input_value") else None + lambda text, k=key: self._on_field_changed(k, text) ) - widget.currentTextChanged.connect(self.input_value_changed) # Wire generic on_changed callbacks declared in schema. for cb_name in self._as_list(meta.get("on_changed")): @@ -390,12 +388,10 @@ def _make_textbox(self, key, validator, meta) -> QLineEdit: if default is not None: widget.setText(str(default)) - # Backend sync - widget.editingFinished.connect( - lambda k=key, w=widget: self.backend.set_input_value(k, w.text()) - if hasattr(self.backend, "set_input_value") else None - ) - widget.textChanged.connect(self.input_value_changed) + # Signal when value changed to update input_dictionary + widget.textChanged.connect( + lambda text, k=key: self._on_field_changed(k, text) + ) # Extra callbacks declared in schema for cb_name in self._as_list(meta.get("on_editing_finished")): @@ -673,8 +669,6 @@ def _on_material_changed(self, key: str, combo: QComboBox, text: str): self._material_combo_map, self._ensure_material_option, mat) self._set_combo_silently(combo, mat) self._material_previous_selection[key] = mat - self.backend.set_input_value(key, mat) - self.input_value_changed.emit() return fallback = self._material_previous_selection.get(key, "") if not fallback: @@ -723,7 +717,7 @@ def _show_material_info(self, key: str): def show_project_location_dialog(self): dialog = ProjectLocationDialog() if dialog.exec() == QDialog.Accepted: - self.backend.set_input_value(KEY_PROJECT_LOCATION, dialog.get_selected_location()) + self._on_field_changed(KEY_PROJECT_LOCATION, dialog.get_selected_location()) def show_additional_inputs(self): self._open_additional_inputs() @@ -826,8 +820,29 @@ def resizeEvent(self, event): self.parent.update_docking_icons(input_is_active=self.width() > 0) # ══════════════════════════════════════════════════════════════════════════ - # Input serialization + # Inputs Saving using input_dictionary # ══════════════════════════════════════════════════════════════════════════ + + # Update input_dictionary on value changed + def _on_field_changed(self, key: str, value: str): + """ + Called on every widget value change. + If value is empty/None, falls back to DEFAULTS_DICT. + Updates parent input_dict and notifies listeners. + """ + if hasattr(self.parent, "input_dict"): + # If Empty or None Value then set the default + # print(f"@Change: {value}, default: {DEFAULTS_DICT.get(key)}") + if value is None or value == "": + self.parent.input_dict[key] = DEFAULTS_DICT.get(key) + else: + self.parent.input_dict[key] = value + # print(f"@Final: {self.parent.input_dict[key]}") + + else: + print("[ERROR]: template_page.input_dictionary Not Found") + + self.input_value_changed.emit() def _collect_basic_inputs(self) -> list[dict]: out = [] @@ -846,8 +861,8 @@ def _collect_basic_inputs(self) -> list[dict]: continue if val: out.append({key: val}) - if hasattr(self.backend, "set_input_value"): - self.backend.set_input_value(key, val) + # if hasattr(self.backend, "set_input_value"): + # self.backend.set_input_value(key, val) return out def _collect_additional_inputs(self) -> list[dict]: @@ -878,21 +893,6 @@ def _on_save_input_clicked(self): dialogType=MessageBoxType.Warning ).exec() - def _on_design_clicked(self): - final = self._collect_basic_inputs() + self._collect_additional_inputs() - if hasattr(self.backend, "set_final_design_inputs"): - self.backend.set_final_design_inputs(final) - CustomMessageBox( - title="Design Input Ready", - text="Final input payload prepared.", - dialogType=MessageBoxType.Warning - ).exec() - try: - print(f"[OsdagBridge] {len(final)} items") - print(json.dumps(final, indent=2, ensure_ascii=False, default=str)[:12000]) - except Exception: - pass - # ══════════════════════════════════════════════════════════════════════════ # CAD update helper # ══════════════════════════════════════════════════════════════════════════ @@ -913,9 +913,6 @@ def get_all_input_values(self) -> dict: values.update(self.additional_input_values) return values - def emit_value_changed(self): - self.input_value_changed.emit() - # ══════════════════════════════════════════════════════════════════════════ # Utilities # ══════════════════════════════════════════════════════════════════════════ diff --git a/src/osdagbridge/desktop/ui/template_page.py b/src/osdagbridge/desktop/ui/template_page.py index d9b4326c4..e0cc06bc8 100644 --- a/src/osdagbridge/desktop/ui/template_page.py +++ b/src/osdagbridge/desktop/ui/template_page.py @@ -23,8 +23,9 @@ def __init__(self, title: str, backend: object, parent=None): self.parent = parent self.backend = backend() - # Defaults - self.defaults = DEFAULTS_DICT + # Source for all input values. + # Initialised from DEFAULTS_DICT; updated live as the user edits fields. + self.input_dict = dict(DEFAULTS_DICT) # one-time log splitter initialization flag self._log_splitter_initialized = False @@ -295,7 +296,7 @@ def common_design_func(self, trigger: str): """ if trigger == "Design": # Collect all the values from input Dock - pass + print(f"@@input_dictionary: {self.input_dict}") elif trigger == "Save": # Collect all the values from input Dock and save to osi/csv pass @@ -339,8 +340,6 @@ def update_cad_state(self, source: str, values: dict): # 2. Apply state to CAD UI ONLY if hasattr(self, 'cad_comp_widget'): self.cad_comp_widget.update_from_osdag_inputs(self.cad_state) - - def update_cad_from_inputs(self): """ @@ -351,13 +350,13 @@ def update_cad_from_inputs(self): input_values = self.input_dock.get_all_input_values() - print("[DEBUG] Collected input values from InputDock:", input_values) + # print("[DEBUG] Collected input values from InputDock:", input_values) if not input_values: return # IMPORTANT: send ONLY to interface - self.update_cad_state("input_dock", input_values) + # self.update_cad_state("input_dock", input_values) #---------------------------------Docking-Icons-Functionality-START---------------------------------------------- From 7a3bc0164c5ebba06c0a05e4ce17085f0bf07691 Mon Sep 17 00:00:00 2001 From: mhsuhail00 Date: Mon, 9 Mar 2026 03:54:07 +0530 Subject: [PATCH 123/225] Implemented on-spot-validation of text fields when changed --- .../bridge_types/plate_girder/ui_fields.py | 5 +- .../bridge_types/plate_girder/validator.py | 90 +++++++++---------- src/osdagbridge/core/utils/common.py | 2 +- .../desktop/ui/dialogs/tabs/loading_tab.py | 4 +- .../desktop/ui/docks/input_dock.py | 67 +++++++------- 5 files changed, 76 insertions(+), 92 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py index 0b4cd2fdd..734f04b2e 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py @@ -141,11 +141,10 @@ def input_values(self): (KEY_CARRIAGEWAY_WIDTH, KEY_DISP_CARRIAGEWAY_WIDTH, TYPE_TEXTBOX, None, True, "Double Validator", { - "placeholder_dynamic": "_carriageway_placeholder_text", - "on_editing_finished": "validate_carriageway_width", + "placeholder_dynamic": "_carriageway_placeholder_text" }), - (KEY_INCLUDE_MEDIAN, "Include Median", TYPE_COMBOBOX, VALUES_YES_NO, + (KEY_INCLUDE_MEDIAN, "Include Median", TYPE_COMBOBOX, VALUES_NO_YES, True, "No Validator", { "default": DEFAULTS_DICT.get(KEY_INCLUDE_MEDIAN), diff --git a/src/osdagbridge/core/bridge_types/plate_girder/validator.py b/src/osdagbridge/core/bridge_types/plate_girder/validator.py index 0386fafa3..b3756bbab 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/validator.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/validator.py @@ -7,7 +7,7 @@ from osdagbridge.core.utils.codes.keyfile import * from osdagbridge.core.utils.codes.irc5_2015 import IRC5_2015 - +from osdagbridge.core.utils.common import * class BridgeInputValidator: @@ -15,66 +15,58 @@ class BridgeInputValidator: # BASIC INPUT VALIDATION (DDCL 2.1.2) # ========================================================== - def validate_basic_inputs(self, inputs: dict) -> dict: - - errors = {} - - span = self._to_float(inputs.get("span")) - carriageway_width = self._to_float(inputs.get("carriageway_width")) - median = inputs.get("median") - footpath = inputs.get("footpath") - skew_angle = self._to_float(inputs.get("skew_angle")) + def validate_basic_inputs(self, key: str, inputs: dict) -> dict: + """ + Validate a single field by key against inputs dict. + Returns (corrected_value, message) on error, None if valid. + """ - # ---------------------------------- + # ---------------------------------- # Span (Software Scope Limit) # ---------------------------------- - if span is None or not (20 <= span <= 45): - errors["span"] = "Span must be between 20 m and 45 m (software limitation)." - - + + if key == KEY_SPAN: + span = self._to_float(inputs.get(KEY_SPAN)) + if span is None: + return SPAN_MIN, "Span must be a numeric value." + if span < SPAN_MIN: + return SPAN_MIN, f"Span must be between {SPAN_MIN} m and {SPAN_MAX} m (software limitation)." + if span > SPAN_MAX: + return SPAN_MAX, f"Span must be between {SPAN_MIN} m and {SPAN_MAX} m (software limitation)." + # ---------------------------------- # Carriageway Width (IRC 5 Cl.104.3.1) # ---------------------------------- - if carriageway_width is None: - errors["carriageway_width"] = "Carriageway width must be specified." - - else: - # Determine minimum lane assumption - if median == "No": - assumed_lanes = 1 - else: - assumed_lanes = 2 - - required_width = IRC5_2015.cl_104_3_1_carriageway_width( - carriageway_width, - assumed_lanes - ) - + elif key == KEY_CARRIAGEWAY_WIDTH: + carriageway_width = self._to_float(inputs.get(KEY_CARRIAGEWAY_WIDTH)) + median = inputs.get(KEY_INCLUDE_MEDIAN) + + if carriageway_width is None: + min_w = CARRIAGEWAY_WIDTH_MIN_WITH_MEDIAN if median else CARRIAGEWAY_WIDTH_MIN + return min_w, "Carriageway width must be specified." + + assumed_lanes = 2 if median else 1 + required_width = IRC5_2015.cl_104_3_1_carriageway_width(carriageway_width, assumed_lanes) + if carriageway_width < required_width: - errors["carriageway_width"] = ( - f"Minimum carriageway width required is " - f"{required_width:.2f} m as per IRC 5:2015 Clause 104.3.1." - ) - - # Software upper limit - if carriageway_width > 23.6: - errors["carriageway_width"] = ( - "Carriageway width exceeds 23.6 m (software limitation)." - ) + return required_width, f"Minimum carriageway width required is {required_width:.2f} m as per IRC 5:2015 Clause 104.3.1." + if carriageway_width > CARRIAGEWAY_WIDTH_MAX_LIMIT: + return CARRIAGEWAY_WIDTH_MAX_LIMIT, f"Carriageway width exceeds {CARRIAGEWAY_WIDTH_MAX_LIMIT} m (software limitation)." # ---------------------------- # Skew Angle (IRC 24 via keyfile) # ---------------------------- - if skew_angle is not None: - if not (SKEW_ANGLE_MIN <= skew_angle <= SKEW_ANGLE_MAX): - errors["skew_angle"] = ( - f"Skew angle must be between " - f"{SKEW_ANGLE_MIN}° and {SKEW_ANGLE_MAX}°." - ) + elif key == KEY_SKEW_ANGLE: + skew_angle = self._to_float(inputs.get(KEY_SKEW_ANGLE)) + if skew_angle is None: + return SKEW_ANGLE_MIN, "Skew angle must be a numeric value." + if skew_angle < SKEW_ANGLE_MIN: + return SKEW_ANGLE_MIN, f"Skew angle must be between {SKEW_ANGLE_MIN}° and {SKEW_ANGLE_MAX}°." + if skew_angle > SKEW_ANGLE_MAX: + return SKEW_ANGLE_MAX, f"Skew angle must be between {SKEW_ANGLE_MIN}° and {SKEW_ANGLE_MAX}°." - return self._format_response(errors) - + return None # ========================================================== # ADDITIONAL INPUT VALIDATION (DDCL 2.1.3) @@ -107,7 +99,7 @@ def validate_additional_inputs(self, inputs: dict) -> dict: # Safety Kerb Check (IRC 5 Cl.101.41) # ---------------------------- kerb_width = self._to_float(inputs.get("kerb_width")) - footpath = inputs.get("footpath") + footpath = inputs.get(KEY_FOOTPATH) if kerb_width is not None: diff --git a/src/osdagbridge/core/utils/common.py b/src/osdagbridge/core/utils/common.py index ca8a40995..4487cb9d9 100644 --- a/src/osdagbridge/core/utils/common.py +++ b/src/osdagbridge/core/utils/common.py @@ -202,7 +202,7 @@ KEY_BEARING_LENGTH = "Bearing Length" # Value Lists for Additional Inputs -VALUES_YES_NO = ["No", "Yes"] +VALUES_NO_YES = ["No", "Yes"] VALUES_DECK_CONCRETE_GRADE = [ "M 15", "M 20", "M 25", "M 30", "M 35", "M 40", "M 45", "M 50", "M 55", "M 60", "M 65", "M 70", "M 75", "M 80", diff --git a/src/osdagbridge/desktop/ui/dialogs/tabs/loading_tab.py b/src/osdagbridge/desktop/ui/dialogs/tabs/loading_tab.py index 301f0bd1a..28f799258 100644 --- a/src/osdagbridge/desktop/ui/dialogs/tabs/loading_tab.py +++ b/src/osdagbridge/desktop/ui/dialogs/tabs/loading_tab.py @@ -15,7 +15,7 @@ from PySide6.QtGui import QDoubleValidator, QIntValidator, QValidator import copy -from osdagbridge.core.utils.common import VALUES_YES_NO +from osdagbridge.core.utils.common import VALUES_NO_YES from osdagbridge.desktop.ui.dialogs.tabs.common import apply_field_style from osdagbridge.desktop.ui.dialogs.tabs.sub_tabs.loading.permanent_load_tab import PermanentLoadTab from osdagbridge.desktop.ui.dialogs.tabs.sub_tabs.loading.live_load_tab import LiveLoadTab @@ -104,7 +104,7 @@ def _create_card(self): def _create_yes_no_combo(self): combo = QComboBox() - combo.addItems(VALUES_YES_NO) + combo.addItems(VALUES_NO_YES) combo.setCurrentText("Yes") apply_field_style(combo) return combo diff --git a/src/osdagbridge/desktop/ui/docks/input_dock.py b/src/osdagbridge/desktop/ui/docks/input_dock.py index 56110a841..8a0b8c822 100644 --- a/src/osdagbridge/desktop/ui/docks/input_dock.py +++ b/src/osdagbridge/desktop/ui/docks/input_dock.py @@ -30,6 +30,7 @@ ) from osdagbridge.desktop.ui.dialogs.custom_messagebox import CustomMessageBox, MessageBoxType from osdagbridge.core.bridge_types.plate_girder.defaults import DEFAULTS_DICT +from osdagbridge.core.bridge_types.plate_girder.validator import BridgeInputValidator MATERIAL_CUSTOM_OPTION = "Custom" @@ -62,6 +63,9 @@ def __init__(self, backend, parent): self.parent = parent self.backend = backend + # For on spot validation of input fields when changed + self.validator = BridgeInputValidator() + self.is_locked = False self._current_design_mode = "Optimized" self.additional_inputs = None @@ -393,6 +397,12 @@ def _make_textbox(self, key, validator, meta) -> QLineEdit: lambda text, k=key: self._on_field_changed(k, text) ) + # Validation on focus-out — mandatory for all textbox fields + # This will validate the input, either it say nothing or popup warning and set specific valid value + widget.editingFinished.connect( + lambda k=key, w=widget: self._validate_field(k, w) + ) + # Extra callbacks declared in schema for cb_name in self._as_list(meta.get("on_editing_finished")): cb = getattr(self, cb_name, None) @@ -589,10 +599,6 @@ def _on_design_mode_changed(self, mode_text: str = ""): if self._current_design_mode.lower() == "custom": self._open_additional_inputs(target_tab="Member Properties") - def _validate_carriageway_width_silent(self, *_): - """Silent validation (no message box) — called from schema on_changed.""" - self.validate_carriageway_width(show_message=False) - # ══════════════════════════════════════════════════════════════════════════ # Carriageway validation # ══════════════════════════════════════════════════════════════════════════ @@ -604,39 +610,6 @@ def _carriageway_limits(self): min_w = CARRIAGEWAY_WIDTH_MIN_WITH_MEDIAN if self._is_median_included() else CARRIAGEWAY_WIDTH_MIN return min_w, CARRIAGEWAY_WIDTH_MAX_LIMIT - def validate_carriageway_width(self, show_message=True): - w = self._w(KEY_CARRIAGEWAY_WIDTH) - if not isinstance(w, QLineEdit) or not w.text().strip(): - return - try: - value = float(w.text()) - except ValueError: - w.clear() - if show_message: - CustomMessageBox( - title="Carriageway Width", - text="Please enter a numeric value.", - dialogType=MessageBoxType.Warning - ).exec() - return - min_w, max_w = self._carriageway_limits() - msg = None - if value < min_w: - msg = ("IRC 5 Cl.104.3.1: min carriageway width with median is 7.5 m per side." - if self._is_median_included() else - "IRC 5 Cl.104.3.1: min carriageway width is 4.25 m.") - value = min_w - elif value > max_w: - msg = "Software limits carriageway width to 23.6 m." - value = max_w - w.setText(f"{value:.2f}") - if msg and show_message: - CustomMessageBox( - title="Carriageway Width", - text=msg, - dialogType=MessageBoxType.Warning - ).exec() - def _get_effective_carriageway_width(self) -> float: min_w, max_w = self._carriageway_limits() width = max(min_w, min(self._float(KEY_CARRIAGEWAY_WIDTH, min_w), max_w)) @@ -819,6 +792,26 @@ def resizeEvent(self, event): if self.parent and hasattr(self.parent, "update_docking_icons"): self.parent.update_docking_icons(input_is_active=self.width() > 0) + # Validate the value of text box and show warning and set valid value + def _validate_field(self, key: str, widget: QLineEdit): + """ + Called on editingFinished for validated textbox fields. + Reads widget value, validates against current input_dict, + corrects the widget and input_dict if needed, shows message. + """ + result = self.validator.validate_basic_inputs(key, self.parent.input_dict) + if result is None: + return + corrected, message = result + widget.setText(str(corrected)) + # Update value in input_dict + self._on_field_changed(key, str(corrected)) + CustomMessageBox( + title="Input Error", + text=message, + dialogType=MessageBoxType.Warning + ).exec() + # ══════════════════════════════════════════════════════════════════════════ # Inputs Saving using input_dictionary # ══════════════════════════════════════════════════════════════════════════ From ba51ffd8688a67ad10b499bad61343251df7df3b Mon Sep 17 00:00:00 2001 From: mhsuhail00 Date: Mon, 9 Mar 2026 04:01:26 +0530 Subject: [PATCH 124/225] Removing unusual generalization functions --- .../core/bridge_types/plate_girder/ui_fields.py | 11 ----------- src/osdagbridge/desktop/ui/docks/input_dock.py | 14 +------------- 2 files changed, 1 insertion(+), 24 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py index 734f04b2e..2c2d7f8a8 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py @@ -69,13 +69,6 @@ def __init__(self): # ── State getters / setters ─────────────────────────────────────────────── - def set_input_value(self, key: str, value): - if key: - self._input_state[key] = value - - def get_input_value(self, key: str, default=None): - return self._input_state.get(key, default) if key else default - def set_output_value(self, key: str, value): if key: self._output_state[key] = value @@ -83,10 +76,6 @@ def set_output_value(self, key: str, value): def get_output_value(self, key: str, default=None): return self._output_state.get(key, default) if key else default - def set_final_design_inputs(self, final_inputs: list[dict]) -> None: - if isinstance(final_inputs, list): - self._input_state["final_design_inputs"] = final_inputs - # ── UI field definitions ────────────────────────────────────────────────── def input_values(self): diff --git a/src/osdagbridge/desktop/ui/docks/input_dock.py b/src/osdagbridge/desktop/ui/docks/input_dock.py index 8a0b8c822..a7bf72a4d 100644 --- a/src/osdagbridge/desktop/ui/docks/input_dock.py +++ b/src/osdagbridge/desktop/ui/docks/input_dock.py @@ -221,7 +221,7 @@ def _build_bottom_buttons(self) -> QHBoxLayout: self.save_input_btn = DockCustomButton("Save Input", ":/vectors/save.svg") self.save_input_btn.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) - self.save_input_btn.clicked.connect(self._on_save_input_clicked) + # self.save_input_btn.clicked.connect(self._on_save_input_clicked) btn_layout.addWidget(self.save_input_btn) self.design_btn = DockCustomButton("Design", ":/vectors/design.svg") @@ -874,18 +874,6 @@ def _collect_additional_inputs(self) -> list[dict]: out += [{k: v} for k, v in snapshot.items() if k not in ordered] return out - def _on_save_input_clicked(self): - self._basic_inputs_saved_list = self._collect_basic_inputs() - self._additional_inputs_saved_list = self._collect_additional_inputs() - final = self._basic_inputs_saved_list + self._additional_inputs_saved_list - if hasattr(self.backend, "set_final_design_inputs"): - self.backend.set_final_design_inputs(final) - CustomMessageBox( - title="Inputs Saved", - text="Basic + Additional inputs saved for this session.", - dialogType=MessageBoxType.Warning - ).exec() - # ══════════════════════════════════════════════════════════════════════════ # CAD update helper # ══════════════════════════════════════════════════════════════════════════ From 87e10bb69c9be3e3ebb02b89b0cacc46230f244f Mon Sep 17 00:00:00 2001 From: mhsuhail00 Date: Sun, 15 Mar 2026 02:34:42 +0530 Subject: [PATCH 125/225] Simplified output_dock generalization --- .../bridge_types/plate_girder/ui_fields.py | 70 +- src/osdagbridge/core/utils/common.py | 18 + .../desktop/ui/docks/output_dock.py | 929 ++++++++---------- 3 files changed, 481 insertions(+), 536 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py index 2c2d7f8a8..6331b19ff 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py @@ -219,42 +219,50 @@ def input_values(self): def output_values(self, flag=None): return [ - ( - "section_output_analysis", "Analysis Results", + # ── Analysis Results ────────────────────────────────────────────── + (KEY_SECTION_OUTPUT_ANALYSIS, "Analysis Results", TYPE_TITLE, None, True, "No Validator", - { - "kind": "analysis", - "fields": [ - ("analysis_member", "Member:", "combobox", ["All"], True, "No Validator", {}), - ("analysis_load_combination", "Load Combination:", "combobox", ["Envelope"], True, "No Validator", {}), - ("analysis_forces", "Forces", "checkbox_grid", [["Fx","Mx","Dx"], ["Fy","My","Dy"], ["Fz","Mz","Dz"]], True, "No Validator", {}), - ("analysis_display_options", "Display Options:", "checkbox_row", ["Max", "Min"], True, "No Validator", {}), - ("analysis_utilization", "Controlling Utilization Ratio", "checkbox", None, True, "No Validator", {}), - ], - }, - ), - ( - "section_output_superstructure", "Superstructure", + {"kind": "analysis"}), + + (KEY_ANALYSIS_MEMBER, "Member:", + TYPE_COMBOBOX, ["All"], True, "No Validator", {}), + + (KEY_ANALYSIS_LOAD_COMBINATION, "Load Combination:", + TYPE_COMBOBOX, ["Envelope"], True, "No Validator", {}), + + (KEY_ANALYSIS_FORCES, None, # None = no label + TYPE_CHECKBOX_GRID, + [["Vx","Tx","Dx"], ["Vy","Ty","Dy"], ["Vz","Tz","Dz"]], + True, "No Validator", {"exclusive": True}), + + (KEY_ANALYSIS_DISPLAY_OPTIONS, None, # label goes on the groupbox title instead + TYPE_CHECKBOX_ROW, ["Max", "Min"], + True, "No Validator", + {"exclusive": False, "group_title": "Display Options"}), + + (KEY_ANALYSIS_UTILIZATION, "Controlling Utilization Ratio", + TYPE_CHECKBOX, None, True, "No Validator", + {"group_end": True}), # closes the Display Options box + + # ── Superstructure ──────────────────────────────────────────────── + (KEY_SECTION_OUTPUT_SUPERSTRUCTURE, "Superstructure", TYPE_TITLE, None, True, "No Validator", - { - "kind": "design", - "rows": [ - {"label": "Steel Design", "buttons": [{"text": "Here", "action": "open_steel_design"}]}, - {"label": "Deck Design", "buttons": [{"text": "Here", "action": "open_deck_design"}]}, - ], - }, - ), - ( - "section_output_substructure", "Substructure", + {"kind": "design"}), + + (KEY_BTN_STEEL_DESIGN, "Steel Design", + TYPE_BUTTON, None, True, "No Validator", + {"action": "open_steel_design", "button_label": "Here"}), + + (KEY_BTN_DECK_DESIGN, "Deck Design", + TYPE_BUTTON, None, True, "No Validator", + {"action": "open_deck_design", "button_label": "Here"}), + + # ── Substructure ────────────────────────────────────────────────── + (KEY_SECTION_OUTPUT_SUBSTRUCTURE, "Substructure", TYPE_TITLE, None, True, "No Validator", - {"kind": "design", "rows": []}, - ), + {"kind": "design"}), ] - # ── Domain hooks ────────────────────────────────────────────────────────── def set_osdaglogger(self, key): pass - - def func_for_validation(self, design_inputs): - return None \ No newline at end of file diff --git a/src/osdagbridge/core/utils/common.py b/src/osdagbridge/core/utils/common.py index 4487cb9d9..a0217d9a3 100644 --- a/src/osdagbridge/core/utils/common.py +++ b/src/osdagbridge/core/utils/common.py @@ -23,6 +23,9 @@ TYPE_IMAGE = "image" TYPE_BUTTON = "button" TYPE_NOTE = "note" +TYPE_CHECKBOX = "checkbox" +TYPE_CHECKBOX_ROW = "checkbox_row" +TYPE_CHECKBOX_GRID = "checkbox_grid" # Keys for inputs (consistent dot notation for object names) KEY_MODULE = "Module" @@ -41,6 +44,21 @@ KEY_DECK = "Deck" KEY_DECK_CONCRETE_GRADE_BASIC = "material.deck_concrete_grade" +# ── Output section keys ─────────────────────────────────────────────────────── +KEY_SECTION_OUTPUT_ANALYSIS = "section.output.analysis" +KEY_SECTION_OUTPUT_SUPERSTRUCTURE = "section.output.superstructure" +KEY_SECTION_OUTPUT_SUBSTRUCTURE = "section.output.substructure" + +# ── Output field keys ───────────────────────────────────────────────────────── +KEY_ANALYSIS_MEMBER = "analysis.member" +KEY_ANALYSIS_LOAD_COMBINATION = "analysis.load_combination" +KEY_ANALYSIS_FORCES = "analysis.forces" +KEY_ANALYSIS_DISPLAY_OPTIONS = "analysis.display_options" +KEY_ANALYSIS_UTILIZATION = "analysis.utilization" + +KEY_BTN_STEEL_DESIGN = "btn.steel_design" +KEY_BTN_DECK_DESIGN = "btn.deck_design" + # Module + section identifiers (also used as UI keys) KEY_MODULE_PLATE_GIRDER = "module.plate_girder" KEY_SECTION_STRUCTURE = "section.structure" diff --git a/src/osdagbridge/desktop/ui/docks/output_dock.py b/src/osdagbridge/desktop/ui/docks/output_dock.py index d64307e6b..d9ff4a421 100644 --- a/src/osdagbridge/desktop/ui/docks/output_dock.py +++ b/src/osdagbridge/desktop/ui/docks/output_dock.py @@ -1,137 +1,112 @@ +""" +Output dock widget for Highway Bridge Design GUI. + +Design principles (mirrors InputDock): + - No named widget references — all widgets found via _w(key) / findChild. + - Zero key-specific logic in OutputDock — all per-section behaviour is + driven by the ui_config_dict declared in frontend_data.output_values(). + - One flat loop: TYPE_TITLE opens a group (analysis or design); + fields below it belong to that group until the next TYPE_TITLE. + - Field types supported: + TYPE_COMBOBOX — labelled dropdown + TYPE_CHECKBOX — single checkbox + TYPE_CHECKBOX_ROW — horizontal row of checkboxes (exclusive: bool) + TYPE_CHECKBOX_GRID — N-column grid of checkboxes (exclusive: bool) + TYPE_BUTTON — label + action button (design sections) + +ui_config_dict extra keys for analysis fields: + group_title : str — opens a nested bordered QGroupBox with this title; + all following fields land inside it until group_end. + group_end : bool — closes the current nested group after this field. + exclusive : bool — for checkbox types; only one can be checked at a time. +""" + from PySide6.QtWidgets import ( QWidget, QVBoxLayout, QHBoxLayout, QLabel, QSizePolicy, - QPushButton, QGroupBox, QCheckBox, QScrollArea, QFrame, QComboBox, QLineEdit + QPushButton, QGroupBox, QCheckBox, QScrollArea, QFrame, QComboBox, ) from PySide6.QtCore import Qt, QSize from PySide6.QtGui import QIcon +from osdagbridge.core.utils.common import ( + TYPE_TITLE, TYPE_BUTTON, TYPE_COMBOBOX, + TYPE_CHECKBOX, TYPE_CHECKBOX_ROW, TYPE_CHECKBOX_GRID, +) from osdagbridge.desktop.ui.utils.custom_buttons import DockCustomButton -from osdagbridge.core.utils.common import TYPE_TITLE +from osdagbridge.desktop.ui.docks.dock_utils import apply_field_style + + +# ── Styles ──────────────────────────────────────────────────────────────────── + +GROUPBOX_STYLE = ( + "QGroupBox { border:1px solid #90AF13; border-radius:4px; background-color:white;" + " padding:8px; margin-top:12px; font-size:10px; font-weight:bold; color:#333; }" + "QGroupBox::title { subcontrol-origin:margin; subcontrol-position:top left;" + " left:8px; padding:0 4px; margin-top:4px; background-color:white; color:#333; }" +) +SUBGROUP_STYLE = ( + "QGroupBox { border:1px solid #90AF13; border-radius:4px; background-color:white;" + " padding:6px; margin-top:10px; font-size:10px; font-weight:bold; color:#333; }" + "QGroupBox::title { subcontrol-origin:margin; subcontrol-position:top left;" + " left:8px; padding:0 4px; margin-top:4px; background-color:white; color:#333; }" +) +ACTION_BTN_STYLE = ( + "QPushButton { background-color:#90AF13; color:white; font-weight:bold; border:none;" + " border-radius:4px; padding:8px 20px; font-size:11px; min-width:80px; }" + "QPushButton:hover { background-color:#7a9a12; }" + "QPushButton:disabled { background:#D0D0D0; color:#666; }" +) +LABEL_STYLE = "QLabel { color:#000; font-size:12px; background:transparent; }" +SMALL_LABEL_STYLE = "QLabel { color:#333; font-size:10px; font-weight:normal; background:transparent; }" + class NoScrollComboBox(QComboBox): def wheelEvent(self, event): - event.ignore() # Prevent changing selection on scroll - -def apply_field_style(widget): - widget.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) - widget.setMinimumHeight(28) - if isinstance(widget, QComboBox): - style = """ - QComboBox{ - padding: 1px 7px; - border: 1px solid black; - border-radius: 5px; - background-color: white; - color: black; - } - QComboBox::drop-down{ - subcontrol-origin: padding; - subcontrol-position: top right; - border-left: 0px; - } - QComboBox::down-arrow{ - image: url(:/vectors/arrow_down_light.svg); - width: 20px; - height: 20px; - margin-right: 8px; - } - QComboBox::down-arrow:on { - image: url(:/vectors/arrow_up_light.svg); - width: 20px; - height: 20px; - margin-right: 8px; - } - QComboBox QAbstractItemView{ - background-color: white; - border: 1px solid black; - outline: none; - } - QComboBox QAbstractItemView::item{ - color: black; - background-color: white; - border: none; - border: 1px solid white; - border-radius: 0; - padding: 2px; - } - QComboBox QAbstractItemView::item:hover{ - border: 1px solid #90AF13; - background-color: #90AF13; - color: black; - } - QComboBox QAbstractItemView::item:selected{ - background-color: #90AF13; - color: black; - border: 1px solid #90AF13; - } - QComboBox QAbstractItemView::item:selected:hover{ - background-color: #90AF13; - color: black; - border: 1px solid #94b816; - } - """ - widget.setStyleSheet(style) - elif isinstance(widget, QLineEdit): - widget.setStyleSheet(""" - QLineEdit { - padding: 1px 7px; - border: 1px solid #070707; - border-radius: 6px; - background-color: white; - color: #000000; - font-weight: normal; - } - """) + event.ignore() + + +# ── OutputDock ──────────────────────────────────────────────────────────────── class OutputDock(QWidget): - """Output dock with collapsible design controls and scrollable layout.""" + """ + Output dock widget. Built entirely from output_values() schema. + Civil engineer edits output_values() only — never this file. + """ def __init__(self, backend=None, parent=None): super().__init__() - self.parent = parent + self.parent = parent self.backend = backend self.setStyleSheet("background: transparent;") - configs = self._load_configs() - self.analysis_config = configs.get("analysis") - # Configurable button rows per section; populated from backend ui_fields - self.section_configs = configs.get("design", []) - self.init_ui() - def toggle_output_dock(self): - parent = self.parent - if hasattr(parent, 'toggle_animate'): - is_collapsing = self.width() > 0 - parent.toggle_animate(show=not is_collapsing, dock='output') - - self.toggle_btn.setText("❮" if is_collapsing else "❯") - self.toggle_btn.setToolTip("Show panel" if is_collapsing else "Hide panel") - - def resizeEvent(self, event): - super().resizeEvent(event) - # Checking hasattr is only meant to prevent errors - if self.parent: - if self.width() == 0: - if hasattr(self.parent, 'update_docking_icons'): - self.parent.update_docking_icons(output_is_active=False) - elif self.width() > 0: - if hasattr(self.parent, 'update_docking_icons'): - self.parent.update_docking_icons(output_is_active=True) - - - def init_ui(self): - # Main horizontal layout to hold toggle strip and content self.main_layout = QHBoxLayout(self) self.main_layout.setContentsMargins(0, 0, 0, 0) self.main_layout.setSpacing(0) - # Toggle strip on the left + self._build_toggle_strip() + + content_container = QWidget() + content_container.setStyleSheet("background-color: white;") + content_layout = QVBoxLayout(content_container) + content_layout.setContentsMargins(8, 8, 8, 8) + content_layout.setSpacing(10) + + content_layout.addLayout(self._build_top_bar()) + content_layout.addWidget(self._build_scroll_area()) + content_layout.addLayout(self._build_bottom_buttons()) + + self.main_layout.addWidget(content_container) + + # ── Toggle strip ───────────────────────────────────────────────────────── + + def _build_toggle_strip(self): self.toggle_strip = QWidget() self.toggle_strip.setStyleSheet("background-color: #90AF13;") self.toggle_strip.setFixedWidth(6) - toggle_layout = QVBoxLayout(self.toggle_strip) - toggle_layout.setContentsMargins(0, 0, 0, 0) - toggle_layout.setSpacing(0) - toggle_layout.setAlignment(Qt.AlignVCenter | Qt.AlignLeft) + sl = QVBoxLayout(self.toggle_strip) + sl.setContentsMargins(0, 0, 0, 0) + sl.setSpacing(0) + sl.setAlignment(Qt.AlignVCenter | Qt.AlignLeft) self.toggle_btn = QPushButton("❯") self.toggle_btn.setCursor(Qt.CursorShape.PointingHandCursor) @@ -139,452 +114,396 @@ def init_ui(self): self.toggle_btn.setToolTip("Hide panel") self.toggle_btn.clicked.connect(self.toggle_output_dock) self.toggle_btn.setStyleSheet(""" - QPushButton { - background-color: #7a9a12; - color: white; - font-size: 12px; - font-weight: bold; - padding: 0px; - border: none; - } - QPushButton:hover { - background-color: #6a8a10; - } + QPushButton { background-color:#6c8408; color:white; font-size:12px; + font-weight:bold; padding:0px; border:none; } + QPushButton:hover { background-color:#5e7407; } """) - toggle_layout.addStretch() - toggle_layout.addWidget(self.toggle_btn) - toggle_layout.addStretch() + sl.addStretch() + sl.addWidget(self.toggle_btn) + sl.addStretch() self.main_layout.addWidget(self.toggle_strip) - # Content container - content_container = QWidget() - content_container.setStyleSheet("background-color: white;") - content_layout = QVBoxLayout(content_container) - content_layout.setContentsMargins(8, 8, 8, 8) - content_layout.setSpacing(10) + # ── Top bar ─────────────────────────────────────────────────────────────── - # Top Bar with buttons + def _build_top_bar(self) -> QHBoxLayout: top_bar = QHBoxLayout() top_bar.setSpacing(8) top_bar.setContentsMargins(0, 0, 0, 15) - - input_dock_btn = QPushButton("Output Dock") - input_dock_btn.setStyleSheet(""" - QPushButton { - background-color: #90AF13; - color: white; - font-weight: bold; - font-size: 13px; - border: none; - border-radius: 4px; - padding: 7px 20px; - min-width: 80px; - } + + title_btn = QPushButton("Output Dock") + title_btn.setStyleSheet(""" + QPushButton { background-color:#90AF13; color:white; font-weight:bold; + font-size:13px; border:none; border-radius:4px; padding:7px 20px; } """) - input_dock_btn.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) - top_bar.addWidget(input_dock_btn) + title_btn.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) + top_bar.addWidget(title_btn) top_bar.addStretch() - content_layout.addLayout(top_bar) - - scroll = QScrollArea() - scroll.setWidgetResizable(True) - scroll.setHorizontalScrollBarPolicy(Qt.ScrollBarAlwaysOff) - scroll.setStyleSheet("QScrollArea { border: none; background: white; }") - - scroll_content = QWidget() - scroll_layout = QVBoxLayout(scroll_content) - scroll_layout.setContentsMargins(0, 0, 0, 0) - scroll_layout.setSpacing(10) - - analysis_group = self._build_analysis_group() - if analysis_group: - scroll_layout.addWidget(analysis_group) - - design_group = QGroupBox("Design") - design_group.setStyleSheet( - """ - QGroupBox { - font-weight: bold; - font-size: 11px; - color: #333; - border: 1px solid #90AF13; - border-radius: 4px; - margin-top: 8px; - padding-top: 12px; - background-color: white; - } - QGroupBox::title { - subcontrol-origin: margin; - subcontrol-position: top left; - left: 8px; - padding: 0 4px; - background-color: white; - } - """ - ) - design_layout = QVBoxLayout(design_group) - design_layout.setContentsMargins(10, 8, 10, 10) - design_layout.setSpacing(8) + return top_bar + + # ── Scroll area ─────────────────────────────────────────────────────────── + + def _build_scroll_area(self) -> QScrollArea: + self.scroll_area = QScrollArea() + self.scroll_area.setWidgetResizable(True) + self.scroll_area.setHorizontalScrollBarPolicy(Qt.ScrollBarAlwaysOff) + self.scroll_area.setVerticalScrollBarPolicy(Qt.ScrollBarAsNeeded) + self.scroll_area.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Expanding) + self.scroll_area.setStyleSheet(""" + QScrollArea { background:transparent; padding:0px 5px; + border-top:1px solid #909090; border-bottom:1px solid #909090; } + QScrollArea QScrollBar:vertical { border:none; background:#f0f0f0; width:8px; } + QScrollArea QScrollBar::handle:vertical { background:#c0c0c0; border-radius:4px; min-height:20px; } + QScrollArea QScrollBar::handle:vertical:hover { background:#a0a0a0; } + QScrollArea QScrollBar::add-line:vertical, + QScrollArea QScrollBar::sub-line:vertical { border:none; background:none; } + """) + + self.output_widget = QWidget() + root_layout = QVBoxLayout(self.output_widget) + root_layout.setContentsMargins(0, 0, 0, 0) + root_layout.setSpacing(12) - # Dynamic design sections - for section_cfg in self.section_configs: - section_group = self._create_toggle_group(section_cfg) - design_layout.addWidget(section_group) + self._build_field_loop(root_layout) - scroll_layout.addWidget(design_group) - scroll_layout.addStretch() + root_layout.addStretch() + self.scroll_area.setWidget(self.output_widget) + return self.scroll_area - scroll.setWidget(scroll_content) - content_layout.addWidget(scroll) + # ── Bottom buttons ──────────────────────────────────────────────────────── - h_layout = QHBoxLayout() - h_layout.setSpacing(5) - h_layout.setContentsMargins(0, 0, 0, 0) + def _build_bottom_buttons(self) -> QHBoxLayout: + btn_layout = QHBoxLayout() + btn_layout.setContentsMargins(0, 15, 0, 0) + btn_layout.setSpacing(10) results_btn = DockCustomButton("Generate Results Table", ":/vectors/design_report.svg") results_btn.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) - h_layout.addWidget(results_btn) + btn_layout.addWidget(results_btn) report_btn = DockCustomButton("Generate Report", ":/vectors/design_report.svg") report_btn.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) + btn_layout.addWidget(report_btn) - h_layout.addWidget(report_btn) - content_layout.addLayout(h_layout) - - # Add content container to main layout - self.main_layout.addWidget(content_container) - - def open_steel_design(self): - """Open the Steel Design dialog.""" - from osdagbridge.desktop.ui.dialogs.steel_design import SteelDesign - dlg = SteelDesign(parent=self.parent) - dlg.exec() + return btn_layout - def open_deck_design(self): - """Open the Deck Design dialog.""" - from osdagbridge.desktop.ui.dialogs.deck_design import DeckDesign - dlg = DeckDesign(parent=self.parent) - dlg.exec() + # ── Main build loop ─────────────────────────────────────────────────────── - def show_additional_inputs(self): - """Handle showing additional geometry inputs.""" - # Implement your logic here - print("Show additional inputs clicked") + def _build_field_loop(self, root_layout: QVBoxLayout): + """ + Single flat loop — mirrors InputDock._build_field_loop exactly. + TYPE_TITLE opens a group (analysis or design). + Every field after it belongs to that group until the next TYPE_TITLE. - # --- Helpers for dynamic section/button rendering --- - def _load_configs(self): + Inside analysis groups, group_title opens a nested bordered subgroup; + group_end closes it after that field. + """ + field_list = [] if self.backend and hasattr(self.backend, "output_values"): try: - cfg = self.backend.output_values(flag=None) - if cfg is not None: - return self._normalize_section_configs(cfg) + field_list = self.backend.output_values() or [] except Exception: pass - return {"analysis": None, "design": []} - - def _normalize_section_configs(self, cfg): - result = {"analysis": None, "design": []} - if not cfg: - return result - - # Already structured dict - if isinstance(cfg, dict): - result["analysis"] = cfg.get("analysis") - if isinstance(cfg.get("design"), list): - result["design"] = cfg.get("design") - return result - - # Legacy dict list: treat as design-only - if isinstance(cfg, list) and all(isinstance(item, dict) for item in cfg): - result["design"] = cfg - return result - - # Tuple-based definitions similar to input_values - if isinstance(cfg, list) and all(isinstance(item, tuple) for item in cfg): - for item in cfg: - if len(item) < 7: - continue - _, display_name, ui_type, _, is_visible, _, metadata = item - if ui_type != TYPE_TITLE or not is_visible: - continue - metadata = metadata or {} - kind = metadata.get("kind", "design") - if kind == "analysis": - result["analysis"] = { - "title": display_name, - "fields": metadata.get("fields", []), - } - continue - rows = metadata.get("rows") or metadata.get("post_rows") or [] - if not isinstance(rows, list): - rows = [] - result["design"].append({"title": display_name, "rows": rows}) - return result - - return result - - def _default_analysis_config(self): - return { - "title": "Analysis Results", - "fields": [ - {"type": "combobox", "label": "Member:", "values": ["All"]}, - { - "type": "combobox", - "label": "Load Combination:", - "values": ["Envelope"], - }, - { - "type": "checkbox_grid", - "columns": [["Fx", "Mx", "Dx"], ["Fy", "My", "Dy"], ["Fz", "Mz", "Dz"]], - }, - { - "type": "checkbox_row", - "label": "Display Options:", - "options": ["Max", "Min"], - }, - {"type": "checkbox", "label": "Controlling Utilization Ratio"}, - ], - } - - def _analysis_group_style(self): - return ( - "QGroupBox {\n" - " font-weight: bold;\n" - " font-size: 11px;\n" - " color: #333;\n" - " border: 1px solid #90AF13;\n" - " border-radius: 4px;\n" - " margin-top: 8px;\n" - " padding-top: 12px;\n" - " background-color: white;\n" - "}\n" - "QGroupBox::title {\n" - " subcontrol-origin: margin;\n" - " subcontrol-position: top left;\n" - " left: 8px;\n" - " padding: 0 4px;\n" - " background-color: white;\n" - "}" - ) - def _build_analysis_group(self): - cfg = self.analysis_config or self._default_analysis_config() - if not cfg: - return None + track = False + group = None + glayout = None + # nested subgroup state + subgroup = None + sub_layout = None + + def close_group(): + nonlocal track, group, glayout, subgroup, sub_layout + if track and group: + group.setLayout(glayout) + track = False + subgroup = None + sub_layout = None + + for defn in field_list: + if len(defn) < 7: + continue + key, label, ftype, values, is_visible, _, meta = defn + meta = meta or {} - group = QGroupBox(cfg.get("title", "Analysis Results")) - group.setStyleSheet(self._analysis_group_style()) - layout = QVBoxLayout(group) - layout.setContentsMargins(10, 8, 10, 10) + if not is_visible: + continue + + # ── Section boundary ─────────────────────────────────────────── + if ftype == TYPE_TITLE: + close_group() + kind = meta.get("kind", "design") + group, glayout = self._open_group(label, kind) + root_layout.addWidget(group) + track = True + continue + + if not track: + continue + + # ── Open nested subgroup if group_title declared ─────────────── + if meta.get("group_title"): + subgroup = QGroupBox(meta["group_title"]) + subgroup.setStyleSheet(SUBGROUP_STYLE) + sub_layout = QVBoxLayout() + sub_layout.setContentsMargins(8, 8, 8, 8) + sub_layout.setSpacing(6) + subgroup.setLayout(sub_layout) + glayout.addWidget(subgroup) + + # Route to subgroup if open, otherwise to section layout + target = sub_layout if subgroup is not None else glayout + + # ── Field dispatch ───────────────────────────────────────────── + if ftype == TYPE_BUTTON: + target.addLayout(self._make_button_row(label, meta)) + + elif ftype == TYPE_COMBOBOX: + target.addLayout(self._make_combobox_row(key, label, values, meta)) + + elif ftype == TYPE_CHECKBOX_GRID: + target.addLayout(self._make_checkbox_grid(key, label, values, meta)) + + elif ftype == TYPE_CHECKBOX_ROW: + target.addLayout(self._make_checkbox_row(key, label, values, meta)) + + elif ftype == TYPE_CHECKBOX: + cb = QCheckBox(label or "") + cb.setObjectName(key) + target.addWidget(cb) + + # ── Close nested subgroup if group_end declared ──────────────── + if meta.get("group_end"): + subgroup = None + sub_layout = None + + close_group() + + # ── Group factories ─────────────────────────────────────────────────────── + + def _open_group(self, title: str, kind: str) -> tuple[QWidget, QVBoxLayout]: + if kind == "analysis": + return self._make_analysis_shell(title) + return self._make_design_shell(title) + + def _make_analysis_shell(self, title: str) -> tuple[QGroupBox, QVBoxLayout]: + """Plain QGroupBox — same style as InputDock section groups.""" + group = QGroupBox(title) + group.setStyleSheet(GROUPBOX_STYLE) + layout = QVBoxLayout() + layout.setContentsMargins(8, 8, 8, 8) layout.setSpacing(8) + return group, layout + + def _make_design_shell(self, title: str) -> tuple[QWidget, QVBoxLayout]: + """Collapsible group — mirrors InputDock._make_container.""" + outer = QGroupBox() + outer.setStyleSheet( + "QGroupBox { border:1px solid #90AF13; border-radius:5px;" + " margin-top:0px; padding-top:5px; background-color:white; }" + ) + ol = QVBoxLayout() + ol.setContentsMargins(10, 10, 10, 10) + ol.setSpacing(10) - for field_cfg in cfg.get("fields", []): - self._add_analysis_field(layout, field_cfg) - - return group + header = QHBoxLayout() + title_lbl = QLabel(title) + title_lbl.setStyleSheet("font-size:13px; font-weight:bold; color:#333;") + header.addWidget(title_lbl) + header.addStretch() - def _normalize_field_cfg(self, field_cfg): - if isinstance(field_cfg, dict): - return field_cfg - if isinstance(field_cfg, tuple) and len(field_cfg) >= 7: - key, label, field_type, values, is_visible, _validator, metadata = field_cfg - if not is_visible: - return None - meta = metadata or {} - normalized = { - "key": key, - "label": label, - "type": field_type, - "values": values, - } - normalized.update(meta) - return normalized - return None - - def _add_analysis_field(self, layout, field_cfg): - cfg = self._normalize_field_cfg(field_cfg) - if not cfg: - return - field_type = cfg.get("type") - if field_type == "combobox": - row = QHBoxLayout() - row.setContentsMargins(0, 0, 0, 0) - row.setSpacing(8) - label = QLabel(cfg.get("label", "")) - label.setStyleSheet("font-size: 10px; color: #333; font-weight: normal;") - label.setMinimumWidth(cfg.get("label_min_width", 100)) - combo = NoScrollComboBox() - values = cfg.get("values") or [] - combo.addItems(values) - default = cfg.get("default") - if default and default in values: - combo.setCurrentText(default) - apply_field_style(combo) - row.addWidget(label) - row.addWidget(combo) - layout.addLayout(row) - elif field_type == "checkbox_grid": - columns = cfg.get("columns") or cfg.get("values") or [] - grid = QHBoxLayout() - grid.setContentsMargins(0, 0, 0, 0) - grid.setSpacing(8) - for col_items in columns: - col_layout = QVBoxLayout() - col_layout.setContentsMargins(0, 0, 0, 0) - col_layout.setSpacing(2) - for text in col_items or []: - cb = QCheckBox(str(text)) - col_layout.addWidget(cb) - grid.addLayout(col_layout) - if cfg.get("add_stretch", True): - grid.addStretch() - layout.addLayout(grid) - elif field_type == "checkbox_row": - row = QHBoxLayout() - row.setContentsMargins(0, 0, 0, 0) - row.setSpacing(12) - label = cfg.get("label") - if label: - lbl = QLabel(label) - lbl.setStyleSheet("font-size: 10px; color: #333; font-weight: normal; margin-top: 4px;") - row.addWidget(lbl) - options = cfg.get("options") or cfg.get("values") or [] - for text in options: - cb = QCheckBox(str(text)) - row.addWidget(cb) - if cfg.get("add_stretch", True): - row.addStretch() - layout.addLayout(row) - elif field_type == "checkbox": - cb = QCheckBox(cfg.get("label", "")) - layout.addWidget(cb) - - def _section_label_style(self): - return ( - "QLabel {\n" - " color: #000000;\n" - " font-size: 12px;\n" - " background: transparent;\n" - "}" + toggle = QPushButton() + toggle.setCursor(Qt.CursorShape.PointingHandCursor) + toggle.setCheckable(True) + toggle.setChecked(True) + toggle.setIcon(QIcon(":/vectors/arrow_up_light.svg")) + toggle.setIconSize(QSize(20, 20)) + toggle.setStyleSheet( + "QPushButton { background:transparent; border:none; padding:2px; }" + "QPushButton:hover, QPushButton:pressed { background:transparent; }" ) + header.addWidget(toggle) + ol.addLayout(header) - def _default_action_button_style(self): - return ( - "QPushButton {\n" - " background-color: #90AF13;\n" - " color: white;\n" - " font-weight: bold;\n" - " border: none;\n" - " border-radius: 4px;\n" - " padding: 8px 20px;\n" - " font-size: 11px;\n" - " min-width: 80px;\n" - "}\n" - "QPushButton:hover {\n" - " background-color: #7a9a12;\n" - "}\n" - ) + body = QFrame() + body.setFrameShape(QFrame.NoFrame) + body_layout = QVBoxLayout(body) + body_layout.setContentsMargins(0, 0, 0, 0) + body_layout.setSpacing(8) + ol.addWidget(body) + + toggle.toggled.connect(lambda checked: ( + body.setVisible(checked), + toggle.setIcon(QIcon( + ":/vectors/arrow_up_light.svg" if checked + else ":/vectors/arrow_down_light.svg" + )), + )) + + outer.setLayout(ol) + return outer, body_layout + + # ── Widget factories ────────────────────────────────────────────────────── - def _create_action_button(self, cfg): - btn = QPushButton(cfg.get("text", "Action")) + def _make_button_row(self, label: str, meta: dict) -> QHBoxLayout: + """[Label | Action Button] — mirrors InputDock._make_button_row.""" + row = QHBoxLayout() + row.setContentsMargins(0, 0, 0, 0) + row.setSpacing(8) + + lbl = QLabel(label) + lbl.setStyleSheet(LABEL_STYLE) + lbl.setMinimumWidth(110) + row.addWidget(lbl) + + btn = QPushButton(meta.get("button_label", "Here")) btn.setCursor(Qt.CursorShape.PointingHandCursor) btn.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Fixed) - style = cfg.get("style") or self._default_action_button_style() - btn.setStyleSheet(style) - if cfg.get("icon"): - btn.setIcon(QIcon(cfg["icon"])) - icon_size = cfg.get("icon_size") - if isinstance(icon_size, (list, tuple)) and len(icon_size) == 2: - btn.setIconSize(QSize(icon_size[0], icon_size[1])) - cb_name = cfg.get("action") - cb = getattr(self, cb_name, None) if cb_name else None + btn.setStyleSheet(ACTION_BTN_STYLE) + cb = getattr(self, meta.get("action", ""), None) if callable(cb): btn.clicked.connect(cb) else: btn.setEnabled(False) - return btn + row.addWidget(btn, 1) + return row - def _add_button_row(self, parent_layout, row_cfg): + def _make_combobox_row(self, key: str, label: str, values, meta: dict) -> QHBoxLayout: + """[Label | Dropdown] row.""" row = QHBoxLayout() row.setContentsMargins(0, 0, 0, 0) row.setSpacing(8) - label_text = row_cfg.get("label") - if label_text: - label = QLabel(label_text) - label.setStyleSheet(self._section_label_style()) - label.setMinimumWidth(row_cfg.get("label_min_width", 110)) - row.addWidget(label) - - buttons = row_cfg.get("buttons", []) - for cfg in buttons: - btn = self._create_action_button(cfg) - row.addWidget(btn, cfg.get("stretch", 1 if len(buttons) == 1 else 0)) - - if row_cfg.get("add_stretch", True): - row.addStretch() - - parent_layout.addLayout(row) - - def _create_toggle_group(self, section_cfg): - group = QGroupBox() - group.setStyleSheet( - "QGroupBox {\n" - " border: 1px solid #90AF13;\n" - " border-radius: 5px;\n" - " margin-top: 0px;\n" - " padding-top: 5px;\n" - " background-color: white;\n" - "}" - ) - layout = QVBoxLayout() - layout.setContentsMargins(10, 10, 10, 10) - layout.setSpacing(10) + lbl = QLabel(label) + lbl.setStyleSheet(LABEL_STYLE) + lbl.setMinimumWidth(110) + row.addWidget(lbl) + + combo = NoScrollComboBox() + combo.setObjectName(key) + items = list(values or []) + combo.addItems(items) + default = meta.get("default") + if default and str(default) in items: + combo.setCurrentText(str(default)) + apply_field_style(combo) + row.addWidget(combo, 1) + return row + + def _make_checkbox_grid(self, key: str, label: str, values, meta: dict) -> QVBoxLayout: + """ + N-column grid of checkboxes, aligned in rows using QGridLayout. + values = [["Fx","Mx","Dx"], ["Fy","My","Dy"], ...] + label = None means no label row is added. + exclusive : bool — if True only one checkbox can be checked at a time. + """ + from PySide6.QtWidgets import QGridLayout - header = QHBoxLayout() - title = QLabel(section_cfg.get("title", "")) - title.setStyleSheet("font-size: 13px; font-weight: bold; color: #333;") - header.addWidget(title) - header.addStretch() + outer = QVBoxLayout() + outer.setContentsMargins(0, 0, 0, 0) + outer.setSpacing(4) - toggle_btn = QPushButton() - toggle_btn.setCursor(Qt.CursorShape.PointingHandCursor) - toggle_btn.setCheckable(True) - toggle_btn.setChecked(True) - toggle_btn.setIcon(QIcon(":/vectors/arrow_up_light.svg")) - toggle_btn.setIconSize(QSize(20, 20)) - toggle_btn.setStyleSheet( - "QPushButton {\n" - " background: transparent;\n" - " border: none;\n" - " padding: 2px;\n" - "}\n" - "QPushButton:hover {\n" - " background: transparent;\n" - "}\n" - "QPushButton:pressed {\n" - " background: transparent;\n" - "}" - ) - header.addWidget(toggle_btn) - layout.addLayout(header) + if label: + lbl = QLabel(label) + lbl.setStyleSheet(LABEL_STYLE) + outer.addWidget(lbl) - body = QFrame() - body.setFrameShape(QFrame.NoFrame) - body_layout = QVBoxLayout(body) - body_layout.setContentsMargins(0, 0, 0, 0) - body_layout.setSpacing(10) - body.setVisible(True) + columns = values if isinstance(values, list) else [] + all_cbs: list[QCheckBox] = [] + num_cols = len(columns) + + grid = QGridLayout() + grid.setContentsMargins(0, 0, 0, 0) + grid.setHorizontalSpacing(8) + grid.setVerticalSpacing(4) + + # Set equal stretch on every column so they fill the width evenly + for c in range(num_cols): + grid.setColumnStretch(c, 1) + + # Fill row by row: row index = position within column + num_rows = max((len(col) for col in columns), default=0) + for row in range(num_rows): + for col, col_items in enumerate(columns): + if row < len(col_items): + cb = QCheckBox(str(col_items[row])) + all_cbs.append(cb) + grid.addWidget(cb, row, col, alignment=Qt.AlignCenter) - for row_cfg in section_cfg.get("rows", []): - self._add_button_row(body_layout, row_cfg) + outer.addLayout(grid) - layout.addWidget(body) + if meta.get("exclusive", False): + self._wire_exclusive(all_cbs) - def _toggle(checked): - body.setVisible(checked) - toggle_btn.setIcon(QIcon(":/vectors/arrow_up_light.svg" if checked else ":/vectors/arrow_down_light.svg")) + return outer - toggle_btn.toggled.connect(_toggle) - group.setLayout(layout) - return group \ No newline at end of file + def _make_checkbox_row(self, key: str, label: str, values, meta: dict) -> QHBoxLayout: + """ + Horizontal row of checkboxes. + values = ["Max", "Min", ...] + exclusive : bool — if True only one checkbox can be checked at a time. + """ + row = QHBoxLayout() + row.setContentsMargins(0, 0, 0, 0) + row.setSpacing(12) + + if label: + lbl = QLabel(label) + lbl.setStyleSheet(LABEL_STYLE) + lbl.setMinimumWidth(110) + row.addWidget(lbl) + + options = list(values or []) + cbs: list[QCheckBox] = [] + for text in options: + cb = QCheckBox(str(text)) + cbs.append(cb) + row.addWidget(cb) + + row.addStretch() + + if meta.get("exclusive", False): + self._wire_exclusive(cbs) + + return row + + # ── Exclusive checkbox wiring ───────────────────────────────────────────── + + @staticmethod + def _wire_exclusive(checkboxes: list[QCheckBox]): + """Make a group of checkboxes mutually exclusive (radio-button behaviour).""" + def _on_clicked(checked, clicked_cb): + if checked: + for cb in checkboxes: + if cb is not clicked_cb: + cb.setChecked(False) + for box in checkboxes: + box.clicked.connect(lambda checked, b=box: _on_clicked(checked, b)) + + # ── Widget lookup ───────────────────────────────────────────────────────── + + def _w(self, key) -> QWidget | None: + return self.output_widget.findChild(QWidget, key) if self.output_widget else None + + # ── Panel toggle ────────────────────────────────────────────────────────── + + def toggle_output_dock(self): + if hasattr(self.parent, "toggle_animate"): + collapsing = self.width() > 0 + self.parent.toggle_animate(show=not collapsing, dock="output") + self.toggle_btn.setText("❮" if collapsing else "❯") + self.toggle_btn.setToolTip("Show panel" if collapsing else "Hide panel") + + def resizeEvent(self, event): + super().resizeEvent(event) + if self.parent and hasattr(self.parent, "update_docking_icons"): + self.parent.update_docking_icons(output_is_active=self.width() > 0) + + # ── Action handlers (called by name from schema) ────────────────────────── + + def open_steel_design(self): + from osdagbridge.desktop.ui.dialogs.steel_design import SteelDesign + SteelDesign(parent=self.parent).exec() + + def open_deck_design(self): + from osdagbridge.desktop.ui.dialogs.deck_design import DeckDesign + DeckDesign(parent=self.parent).exec() \ No newline at end of file From 579948e34a9abc379a8ae2e746e12e1b4423e993 Mon Sep 17 00:00:00 2001 From: mhsuhail00 Date: Sun, 15 Mar 2026 02:46:55 +0530 Subject: [PATCH 126/225] Added 3D CAD and Plots widget in template_page --- .../desktop/resources/resources.qrc | 27 +- .../desktop/resources/resources_rc.py | 1781 ++++++++++++----- .../vectors/cross_section_closed_light.svg | 13 - .../vectors/cross_section_open_light.svg | 13 - .../vectors/logs_dock_active_light.svg | 3 - .../vectors/logs_dock_inactive_light.svg | 1 - .../vectors/top_view_closed_light.svg | 13 - .../resources/vectors/top_view_open_light.svg | 13 - .../vectors/view_btn/3d_cad_active.svg | 1 + .../vectors/view_btn/3d_cad_inactive.svg | 1 + .../vectors/view_btn/cross_section_active.svg | 4 + .../view_btn/cross_section_inactive.svg | 4 + .../input_dock_active.svg} | 0 .../input_dock_inactive.svg} | 0 .../vectors/view_btn/logs_dock_active.svg | 1 + .../vectors/view_btn/logs_dock_inactive.svg | 1 + .../output_dock_active.svg} | 0 .../output_dock_inactive.svg} | 0 .../vectors/view_btn/plots_active.svg | 1 + .../vectors/view_btn/plots_inactive.svg | 1 + .../vectors/view_btn/top_view_active.svg | 4 + .../vectors/view_btn/top_view_inactive.svg | 4 + .../desktop/ui/docks/cad_dual_view.py | 40 +- src/osdagbridge/desktop/ui/template_page.py | 302 ++- 24 files changed, 1537 insertions(+), 691 deletions(-) delete mode 100644 src/osdagbridge/desktop/resources/vectors/cross_section_closed_light.svg delete mode 100644 src/osdagbridge/desktop/resources/vectors/cross_section_open_light.svg delete mode 100644 src/osdagbridge/desktop/resources/vectors/logs_dock_active_light.svg delete mode 100644 src/osdagbridge/desktop/resources/vectors/logs_dock_inactive_light.svg delete mode 100644 src/osdagbridge/desktop/resources/vectors/top_view_closed_light.svg delete mode 100644 src/osdagbridge/desktop/resources/vectors/top_view_open_light.svg create mode 100644 src/osdagbridge/desktop/resources/vectors/view_btn/3d_cad_active.svg create mode 100644 src/osdagbridge/desktop/resources/vectors/view_btn/3d_cad_inactive.svg create mode 100644 src/osdagbridge/desktop/resources/vectors/view_btn/cross_section_active.svg create mode 100644 src/osdagbridge/desktop/resources/vectors/view_btn/cross_section_inactive.svg rename src/osdagbridge/desktop/resources/vectors/{input_dock_active_light.svg => view_btn/input_dock_active.svg} (100%) rename src/osdagbridge/desktop/resources/vectors/{input_dock_inactive_light.svg => view_btn/input_dock_inactive.svg} (100%) create mode 100644 src/osdagbridge/desktop/resources/vectors/view_btn/logs_dock_active.svg create mode 100644 src/osdagbridge/desktop/resources/vectors/view_btn/logs_dock_inactive.svg rename src/osdagbridge/desktop/resources/vectors/{output_dock_active_light.svg => view_btn/output_dock_active.svg} (100%) rename src/osdagbridge/desktop/resources/vectors/{output_dock_inactive_light.svg => view_btn/output_dock_inactive.svg} (100%) create mode 100644 src/osdagbridge/desktop/resources/vectors/view_btn/plots_active.svg create mode 100644 src/osdagbridge/desktop/resources/vectors/view_btn/plots_inactive.svg create mode 100644 src/osdagbridge/desktop/resources/vectors/view_btn/top_view_active.svg create mode 100644 src/osdagbridge/desktop/resources/vectors/view_btn/top_view_inactive.svg diff --git a/src/osdagbridge/desktop/resources/resources.qrc b/src/osdagbridge/desktop/resources/resources.qrc index 5a1167430..247f7a713 100644 --- a/src/osdagbridge/desktop/resources/resources.qrc +++ b/src/osdagbridge/desktop/resources/resources.qrc @@ -22,20 +22,23 @@ vectors/Osdag_logo.svg vectors/inputs_label_light.svg - vectors/input_dock_active_light.svg - vectors/input_dock_inactive_light.svg - - vectors/logs_dock_active_light.svg - vectors/logs_dock_inactive_light.svg - - vectors/output_dock_active_light.svg - vectors/output_dock_inactive_light.svg vectors/outputs_label_light.svg - vectors/cross_section_open_light.svg - vectors/cross_section_closed_light.svg - vectors/top_view_open_light.svg - vectors/top_view_closed_light.svg + vectors/view_btn/input_dock_active.svg + vectors/view_btn/input_dock_inactive.svg + vectors/view_btn/logs_dock_active.svg + vectors/view_btn/logs_dock_inactive.svg + vectors/view_btn/output_dock_active.svg + vectors/view_btn/output_dock_inactive.svg + vectors/view_btn/cross_section_active.svg + vectors/view_btn/cross_section_inactive.svg + vectors/view_btn/top_view_active.svg + vectors/view_btn/top_view_inactive.svg + vectors/view_btn/3d_cad_active.svg + vectors/view_btn/3d_cad_inactive.svg + vectors/view_btn/plots_active.svg + vectors/view_btn/plots_inactive.svg + vectors/msg_success.svg vectors/msg_warning.svg vectors/msg_critical.svg diff --git a/src/osdagbridge/desktop/resources/resources_rc.py b/src/osdagbridge/desktop/resources/resources_rc.py index 7f4e2ab16..9f73a0546 100644 --- a/src/osdagbridge/desktop/resources/resources_rc.py +++ b/src/osdagbridge/desktop/resources/resources_rc.py @@ -1,92 +1,91 @@ # Resource object code (Python 3) # Created by: object code -# Created by: The Resource Compiler for Qt version 6.10.1 +# Created by: The Resource Compiler for Qt version 6.9.2 # WARNING! 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+\x00\x00\x02\xe8\x00\x00\x00\x00\x00\x01\x00\x00WY\ +\x00\x00\x01\x9b\x13E\x17;\ +\x00\x00\x01R\x00\x00\x00\x00\x00\x01\x00\x00$\x09\ +\x00\x00\x01\x9b\x13E\x179\ +\x00\x00\x00\xe4\x00\x00\x00\x00\x00\x01\x00\x00\x1b\xff\ +\x00\x00\x01\x9b\x13E\x179\ +\x00\x00\x01*\x00\x00\x00\x00\x00\x01\x00\x00!\x0b\ +\x00\x00\x01\x9di#\xc4\x14\ +\x00\x00\x02\x1c\x00\x00\x00\x00\x00\x01\x00\x00 - - - - - diff --git a/src/osdagbridge/desktop/resources/vectors/cross_section_open_light.svg b/src/osdagbridge/desktop/resources/vectors/cross_section_open_light.svg deleted file mode 100644 index f02a29d45..000000000 --- a/src/osdagbridge/desktop/resources/vectors/cross_section_open_light.svg +++ /dev/null @@ -1,13 +0,0 @@ - - - - - - diff --git a/src/osdagbridge/desktop/resources/vectors/logs_dock_active_light.svg b/src/osdagbridge/desktop/resources/vectors/logs_dock_active_light.svg deleted file mode 100644 index 5d23c8558..000000000 --- a/src/osdagbridge/desktop/resources/vectors/logs_dock_active_light.svg +++ /dev/null @@ -1,3 +0,0 @@ - - - diff --git a/src/osdagbridge/desktop/resources/vectors/logs_dock_inactive_light.svg b/src/osdagbridge/desktop/resources/vectors/logs_dock_inactive_light.svg deleted file mode 100644 index 56e273486..000000000 --- a/src/osdagbridge/desktop/resources/vectors/logs_dock_inactive_light.svg +++ /dev/null @@ -1 +0,0 @@ - \ No newline at end of file diff --git a/src/osdagbridge/desktop/resources/vectors/top_view_closed_light.svg b/src/osdagbridge/desktop/resources/vectors/top_view_closed_light.svg deleted file mode 100644 index 3fff58f34..000000000 --- a/src/osdagbridge/desktop/resources/vectors/top_view_closed_light.svg +++ /dev/null @@ -1,13 +0,0 @@ - - - - - - diff --git a/src/osdagbridge/desktop/resources/vectors/top_view_open_light.svg b/src/osdagbridge/desktop/resources/vectors/top_view_open_light.svg deleted file mode 100644 index fca67dcf8..000000000 --- a/src/osdagbridge/desktop/resources/vectors/top_view_open_light.svg +++ /dev/null @@ -1,13 +0,0 @@ - - - - - - diff --git a/src/osdagbridge/desktop/resources/vectors/view_btn/3d_cad_active.svg b/src/osdagbridge/desktop/resources/vectors/view_btn/3d_cad_active.svg new file mode 100644 index 000000000..3cc4ce7b6 --- /dev/null +++ b/src/osdagbridge/desktop/resources/vectors/view_btn/3d_cad_active.svg @@ -0,0 +1 @@ + \ No newline at end of file diff --git a/src/osdagbridge/desktop/resources/vectors/view_btn/3d_cad_inactive.svg b/src/osdagbridge/desktop/resources/vectors/view_btn/3d_cad_inactive.svg new file mode 100644 index 000000000..fc36230a7 --- /dev/null +++ b/src/osdagbridge/desktop/resources/vectors/view_btn/3d_cad_inactive.svg @@ -0,0 +1 @@ + \ No newline at end of file diff --git a/src/osdagbridge/desktop/resources/vectors/view_btn/cross_section_active.svg b/src/osdagbridge/desktop/resources/vectors/view_btn/cross_section_active.svg new file mode 100644 index 000000000..daf4dfcb9 --- /dev/null +++ b/src/osdagbridge/desktop/resources/vectors/view_btn/cross_section_active.svg @@ -0,0 +1,4 @@ + + + + diff --git a/src/osdagbridge/desktop/resources/vectors/view_btn/cross_section_inactive.svg b/src/osdagbridge/desktop/resources/vectors/view_btn/cross_section_inactive.svg new file mode 100644 index 000000000..d08ece725 --- /dev/null +++ b/src/osdagbridge/desktop/resources/vectors/view_btn/cross_section_inactive.svg @@ -0,0 +1,4 @@ + + + + diff --git a/src/osdagbridge/desktop/resources/vectors/input_dock_active_light.svg b/src/osdagbridge/desktop/resources/vectors/view_btn/input_dock_active.svg similarity index 100% rename from src/osdagbridge/desktop/resources/vectors/input_dock_active_light.svg rename to src/osdagbridge/desktop/resources/vectors/view_btn/input_dock_active.svg diff --git a/src/osdagbridge/desktop/resources/vectors/input_dock_inactive_light.svg b/src/osdagbridge/desktop/resources/vectors/view_btn/input_dock_inactive.svg similarity index 100% rename from src/osdagbridge/desktop/resources/vectors/input_dock_inactive_light.svg rename to src/osdagbridge/desktop/resources/vectors/view_btn/input_dock_inactive.svg diff --git a/src/osdagbridge/desktop/resources/vectors/view_btn/logs_dock_active.svg b/src/osdagbridge/desktop/resources/vectors/view_btn/logs_dock_active.svg new file mode 100644 index 000000000..39094327f --- /dev/null +++ b/src/osdagbridge/desktop/resources/vectors/view_btn/logs_dock_active.svg @@ -0,0 +1 @@ + \ No newline at end of file diff --git a/src/osdagbridge/desktop/resources/vectors/view_btn/logs_dock_inactive.svg b/src/osdagbridge/desktop/resources/vectors/view_btn/logs_dock_inactive.svg new file mode 100644 index 000000000..3a832868c --- /dev/null +++ b/src/osdagbridge/desktop/resources/vectors/view_btn/logs_dock_inactive.svg @@ -0,0 +1 @@ + \ No newline at end of file diff --git a/src/osdagbridge/desktop/resources/vectors/output_dock_active_light.svg b/src/osdagbridge/desktop/resources/vectors/view_btn/output_dock_active.svg similarity index 100% rename from src/osdagbridge/desktop/resources/vectors/output_dock_active_light.svg rename to src/osdagbridge/desktop/resources/vectors/view_btn/output_dock_active.svg diff --git a/src/osdagbridge/desktop/resources/vectors/output_dock_inactive_light.svg b/src/osdagbridge/desktop/resources/vectors/view_btn/output_dock_inactive.svg similarity index 100% rename from src/osdagbridge/desktop/resources/vectors/output_dock_inactive_light.svg rename to src/osdagbridge/desktop/resources/vectors/view_btn/output_dock_inactive.svg diff --git a/src/osdagbridge/desktop/resources/vectors/view_btn/plots_active.svg b/src/osdagbridge/desktop/resources/vectors/view_btn/plots_active.svg new file mode 100644 index 000000000..5c8b76c17 --- /dev/null +++ b/src/osdagbridge/desktop/resources/vectors/view_btn/plots_active.svg @@ -0,0 +1 @@ + \ No newline at end of file diff --git a/src/osdagbridge/desktop/resources/vectors/view_btn/plots_inactive.svg b/src/osdagbridge/desktop/resources/vectors/view_btn/plots_inactive.svg new file mode 100644 index 000000000..ce8b8299f --- /dev/null +++ b/src/osdagbridge/desktop/resources/vectors/view_btn/plots_inactive.svg @@ -0,0 +1 @@ + \ No newline at end of file diff --git a/src/osdagbridge/desktop/resources/vectors/view_btn/top_view_active.svg b/src/osdagbridge/desktop/resources/vectors/view_btn/top_view_active.svg new file mode 100644 index 000000000..1ba66e57a --- /dev/null +++ b/src/osdagbridge/desktop/resources/vectors/view_btn/top_view_active.svg @@ -0,0 +1,4 @@ + + + + diff --git a/src/osdagbridge/desktop/resources/vectors/view_btn/top_view_inactive.svg b/src/osdagbridge/desktop/resources/vectors/view_btn/top_view_inactive.svg new file mode 100644 index 000000000..6b2f62f83 --- /dev/null +++ b/src/osdagbridge/desktop/resources/vectors/view_btn/top_view_inactive.svg @@ -0,0 +1,4 @@ + + + + diff --git a/src/osdagbridge/desktop/ui/docks/cad_dual_view.py b/src/osdagbridge/desktop/ui/docks/cad_dual_view.py index de8bda925..b29acce39 100644 --- a/src/osdagbridge/desktop/ui/docks/cad_dual_view.py +++ b/src/osdagbridge/desktop/ui/docks/cad_dual_view.py @@ -75,30 +75,30 @@ def setup_ui(self): layout.addWidget(self.splitter) def set_cross_section_visible(self, visible): - """Set cross-section view visibility (called from template_page)""" self.cross_visible = visible - if self.cross_visible: - self.cross_scroll.show() - if not self.top_visible: - self.splitter.setSizes([self.height(), 0]) - else: - self.splitter.setSizes([self.height()//2, self.height()//2]) - else: - self.cross_scroll.hide() - self.splitter.setSizes([0, self.height()]) - + self.cross_scroll.setVisible(visible) + self._restore_splitter() + def set_top_view_visible(self, visible): - """Set top view visibility (called from template_page)""" self.top_visible = visible - if self.top_visible: - self.top_scroll.show() - if not self.cross_visible: - self.splitter.setSizes([0, self.height()]) - else: - self.splitter.setSizes([self.height()//2, self.height()//2]) + self.top_scroll.setVisible(visible) + self._restore_splitter() + + def _restore_splitter(self): + """Reset splitter to correct ratio based on which views are visible.""" + if self.cross_visible and self.top_visible: + # Both visible — equal split via stretch factors, no fixed sizes + self.splitter.setStretchFactor(0, 1) + self.splitter.setStretchFactor(1, 1) + self.splitter.setSizes([1, 1]) # relative, Qt normalises to available height + elif self.cross_visible: + self.splitter.setStretchFactor(0, 1) + self.splitter.setStretchFactor(1, 0) + self.splitter.setSizes([1, 0]) else: - self.top_scroll.hide() - self.splitter.setSizes([self.height(), 0]) + self.splitter.setStretchFactor(0, 0) + self.splitter.setStretchFactor(1, 1) + self.splitter.setSizes([0, 1]) # Cross-section zoom methods def cross_zoom_in(self): diff --git a/src/osdagbridge/desktop/ui/template_page.py b/src/osdagbridge/desktop/ui/template_page.py index e0cc06bc8..5808c46d1 100644 --- a/src/osdagbridge/desktop/ui/template_page.py +++ b/src/osdagbridge/desktop/ui/template_page.py @@ -27,9 +27,6 @@ def __init__(self, title: str, backend: object, parent=None): # Initialised from DEFAULTS_DICT; updated live as the user edits fields. self.input_dict = dict(DEFAULTS_DICT) - # one-time log splitter initialization flag - self._log_splitter_initialized = False - self.setWindowTitle(title) self.setStyleSheet( """ @@ -101,25 +98,6 @@ def __init__(self, title: str, backend: object, parent=None): # Must be initialized BEFORE init_ui because init_ui calls update_cad_from_inputs self.cad_state = {} - self.init_ui() - - - def _init_log_splitter_once(self): - if self._log_splitter_initialized: - return - - splitter = self.cad_log_splitter - h = splitter.height() - if h <= 0: - return - - splitter.setSizes([ - int(h * 0.8), # CAD - int(h * 0.2), # Logs - ]) - self._log_splitter_initialized = True - - def init_ui(self): # Docking icons Parent class class ClickableSvgWidget(QSvgWidget): @@ -156,10 +134,18 @@ def mousePressEvent(self, event): control_button_layout.setSpacing(10) control_button_layout.setContentsMargins(5,5,5,5) + # Input Dock + self.input_dock_control = ClickableSvgWidget() + self.input_dock_control.setFixedSize(18, 18) + self.input_dock_control.load(":/vectors/view_btn/input_dock_active.svg") + self.input_dock_control.clicked.connect(self.input_dock_toggle) + self.input_dock_active = True + control_button_layout.addWidget(self.input_dock_control) + # Cross-section view control self.cross_section_control = ClickableSvgWidget() self.cross_section_control.setFixedSize(18, 18) - self.cross_section_control.load(":/vectors/cross_section_open_light.svg") + self.cross_section_control.load(":/vectors/view_btn/cross_section_active.svg") self.cross_section_control.clicked.connect(self.cross_section_toggle) self.cross_section_active = True control_button_layout.addWidget(self.cross_section_control) @@ -167,27 +153,37 @@ def mousePressEvent(self, event): # Top view control self.top_view_control = ClickableSvgWidget() self.top_view_control.setFixedSize(18, 18) - self.top_view_control.load(":/vectors/top_view_open_light.svg") + self.top_view_control.load(":/vectors/view_btn/top_view_active.svg") self.top_view_control.clicked.connect(self.top_view_toggle) self.top_view_active = True control_button_layout.addWidget(self.top_view_control) - self.input_dock_control = ClickableSvgWidget() - self.input_dock_control.setFixedSize(18, 18) - self.input_dock_control.load(":/vectors/input_dock_active_light.svg") - self.input_dock_control.clicked.connect(self.input_dock_toggle) - self.input_dock_active = True - control_button_layout.addWidget(self.input_dock_control) - + # Logs Dock Control self.log_dock_control = ClickableSvgWidget() - self.log_dock_control.load(":/vectors/logs_dock_inactive_light.svg") + self.log_dock_control.load(":/vectors/view_btn/logs_dock_inactive.svg") self.log_dock_control.setFixedSize(18, 18) self.log_dock_control.clicked.connect(self.logs_dock_toggle) self.log_dock_active = False control_button_layout.addWidget(self.log_dock_control) + # 3D Cad Control + self.cad_3d_control = ClickableSvgWidget() + self.cad_3d_control.load(":/vectors/view_btn/3d_cad_inactive.svg") + self.cad_3d_control.setFixedSize(18, 18) + self.cad_3d_control.clicked.connect(self.cad_3d_view_toggle) + self.cad_3d_view_active = False + control_button_layout.addWidget(self.cad_3d_control) + + # Plots Control + self.plots_control = ClickableSvgWidget() + self.plots_control.load(":/vectors/view_btn/plots_inactive.svg") + self.plots_control.setFixedSize(18, 18) + self.plots_control.clicked.connect(self.plots_view_toggle) + self.plots_view_active = False + control_button_layout.addWidget(self.plots_control) + self.output_dock_control = ClickableSvgWidget() - self.output_dock_control.load(":/vectors/output_dock_inactive_light.svg") + self.output_dock_control.load(":/vectors/view_btn/output_dock_inactive.svg") self.output_dock_control.setFixedSize(18, 18) self.output_dock_control.clicked.connect(self.output_dock_toggle) self.output_dock_active = False @@ -236,6 +232,16 @@ def mousePressEvent(self, event): ) self.cad_log_splitter.addWidget(self.cad_comp_widget) + # 3D CAD placeholder (mutually exclusive with dual view + plots) + self.cad_3d_widget = CentralPlaceholderWidget("3D CAD Here") + self.cad_3d_widget.setVisible(False) + self.cad_log_splitter.addWidget(self.cad_3d_widget) + + # Plots placeholder (mutually exclusive with dual view + 3d cad) + self.plots_widget = CentralPlaceholderWidget("Analysis Plots Here") + self.plots_widget.setVisible(False) + self.cad_log_splitter.addWidget(self.plots_widget) + # Log dock (inside splitter) self.logs_dock = LogDock(parent=self) self.logs_dock.setVisible(False) @@ -245,10 +251,6 @@ def mousePressEvent(self, event): self.logs_dock.setMinimumHeight(80) self.cad_log_splitter.addWidget(self.logs_dock) - # Stretch ratio: CAD > Logs - self.cad_log_splitter.setStretchFactor(0, 8) - self.cad_log_splitter.setStretchFactor(1, 1) - central_V_layout.addWidget(self.cad_log_splitter) # -------------------------------------------------------------- @@ -294,6 +296,10 @@ def common_design_func(self, trigger: str): """ Trigger belongs to one of ["Design", "Save", "Additional Inputs"] """ + print(f"@plot:{self.plots_view_active}") + print(f"@3d:{self.cad_3d_view_active}") + print(f"@top:{self.top_view_active}") + print(f"@c/s:{self.cross_section_active}") if trigger == "Design": # Collect all the values from input Dock print(f"@@input_dictionary: {self.input_dict}") @@ -361,50 +367,180 @@ def update_cad_from_inputs(self): #---------------------------------Docking-Icons-Functionality-START---------------------------------------------- + def input_dock_toggle(self): + self.input_dock.toggle_input_dock() + + def output_dock_toggle(self): + self.output_dock.toggle_output_dock() + def cross_section_toggle(self): - """Toggle cross-section view visibility""" + # If 3D CAD or Plots is active, restore dual view instead of toggling + if self.cad_3d_view_active or self.plots_view_active: + # Deactivate 3D CAD & update icon + self.cad_3d_view_active = False + self.cad_3d_control.load(":/vectors/view_btn/3d_cad_inactive.svg") + # Deactivate Plots & update icon + self.plots_view_active = False + self.plots_control.load(":/vectors/view_btn/plots_inactive.svg") + # Restore Cross Section as active & update icon + self.cross_section_active = True + self.cross_section_control.load(":/vectors/view_btn/cross_section_active.svg") + # Restore Top View as active & update icon + self.top_view_active = True + self.top_view_control.load(":/vectors/view_btn/top_view_active.svg") + # Switch central area back to dual view widget + self._set_central_view('dual') + # Explicitly show both sub-views inside BridgeDualCADWidget + # (they were hidden when the competing view was activated) + self.cad_comp_widget.set_cross_section_visible(True) + self.cad_comp_widget.set_top_view_visible(True) + return + + # Normal toggle within dual view self.cross_section_active = not self.cross_section_active - if self.cross_section_active: - self.cross_section_control.load(":/vectors/cross_section_open_light.svg") + self.cross_section_control.load(":/vectors/view_btn/cross_section_active.svg") else: - self.cross_section_control.load(":/vectors/cross_section_closed_light.svg") - - # Update CAD widget - if hasattr(self, 'cad_comp_widget'): - self.cad_comp_widget.set_cross_section_visible(self.cross_section_active) - + self.cross_section_control.load(":/vectors/view_btn/cross_section_inactive.svg") + self.cad_comp_widget.set_cross_section_visible(self.cross_section_active) + + def top_view_toggle(self): - """Toggle top view visibility""" + # If 3D CAD or Plots is active, restore dual view instead of toggling + if self.cad_3d_view_active or self.plots_view_active: + # Deactivate 3D CAD & update icon + self.cad_3d_view_active = False + self.cad_3d_control.load(":/vectors/view_btn/3d_cad_inactive.svg") + # Deactivate Plots & update icon + self.plots_view_active = False + self.plots_control.load(":/vectors/view_btn/plots_inactive.svg") + # Restore Top View as active & update icon + self.top_view_active = True + self.top_view_control.load(":/vectors/view_btn/top_view_active.svg") + # Restore Cross Section as active & update icon + self.cross_section_active = True + self.cross_section_control.load(":/vectors/view_btn/cross_section_active.svg") + # Switch central area back to dual view widget + self._set_central_view('dual') + # Explicitly show both sub-views inside BridgeDualCADWidget + # (they were hidden when the competing view was activated) + self.cad_comp_widget.set_cross_section_visible(True) + self.cad_comp_widget.set_top_view_visible(True) + return + + # Normal toggle within dual view self.top_view_active = not self.top_view_active - if self.top_view_active: - self.top_view_control.load(":/vectors/top_view_open_light.svg") + self.top_view_control.load(":/vectors/view_btn/top_view_active.svg") else: - self.top_view_control.load(":/vectors/top_view_closed_light.svg") - - # Update CAD widget - if hasattr(self, 'cad_comp_widget'): - self.cad_comp_widget.set_top_view_visible(self.top_view_active) + self.top_view_control.load(":/vectors/view_btn/top_view_inactive.svg") + self.cad_comp_widget.set_top_view_visible(self.top_view_active) + + + def cad_3d_view_toggle(self): + self.cad_3d_view_active = not self.cad_3d_view_active + + if self.cad_3d_view_active: + # 3D CAD is mutually exclusive — deactivate Plots & update icon + self.plots_view_active = False + self.plots_control.load(":/vectors/view_btn/plots_inactive.svg") + # Hide dual sub-views & update icons + self.cross_section_active = False + self.cross_section_control.load(":/vectors/view_btn/cross_section_inactive.svg") + self.top_view_active = False + self.top_view_control.load(":/vectors/view_btn/top_view_inactive.svg") + # Mark 3D CAD as active & update icon + self.cad_3d_control.load(":/vectors/view_btn/3d_cad_active.svg") + # Switch central area to 3D CAD widget + self._set_central_view('3d') + else: + # 3D CAD turned off — mark inactive & update icon + self.cad_3d_control.load(":/vectors/view_btn/3d_cad_inactive.svg") + # Restore dual view button states & update icons + self.cross_section_active = True + self.top_view_active = True + self.cross_section_control.load(":/vectors/view_btn/cross_section_active.svg") + self.top_view_control.load(":/vectors/view_btn/top_view_active.svg") + # Switch central area back to dual view widget + # widget has a real height when splitter sizes are calculated + self._set_central_view('dual') + # Explicitly show both sub-views inside BridgeDualCADWidget + self.cad_comp_widget.set_cross_section_visible(True) + self.cad_comp_widget.set_top_view_visible(True) + + + def plots_view_toggle(self): + self.plots_view_active = not self.plots_view_active + + if self.plots_view_active: + # Plots is mutually exclusive — deactivate 3D CAD & update icon + self.cad_3d_view_active = False + self.cad_3d_control.load(":/vectors/view_btn/3d_cad_inactive.svg") + # Hide dual sub-views & update icons + self.cross_section_active = False + self.cross_section_control.load(":/vectors/view_btn/cross_section_inactive.svg") + self.top_view_active = False + self.top_view_control.load(":/vectors/view_btn/top_view_inactive.svg") + # Mark Plots as active & update icon + self.plots_control.load(":/vectors/view_btn/plots_active.svg") + # Switch central area to Plots widget + self._set_central_view('plots') + else: + # Plots turned off — mark inactive & update icon + self.plots_control.load(":/vectors/view_btn/plots_inactive.svg") + # Restore dual view button states & update icons + self.cross_section_active = True + self.top_view_active = True + self.cross_section_control.load(":/vectors/view_btn/cross_section_active.svg") + self.top_view_control.load(":/vectors/view_btn/top_view_active.svg") + # Switch central area back to dual view widget + # widget has a real height when splitter sizes are calculated + self._set_central_view('dual') + # Explicitly show both sub-views inside BridgeDualCADWidget + self.cad_comp_widget.set_cross_section_visible(True) + self.cad_comp_widget.set_top_view_visible(True) - def input_dock_toggle(self): - self.input_dock.toggle_input_dock() - - def output_dock_toggle(self): - self.output_dock.toggle_output_dock() def logs_dock_toggle(self): self.log_dock_active = not self.log_dock_active - # >>> UPDATED: splitter-based show/hide + # Re-apply current central view so the vertical splitter ratio + # (4/5 active view : 1/5 log dock) is recalculated after show/hide + if self.cad_3d_view_active: + self._set_central_view('3d') + elif self.plots_view_active: + self._set_central_view('plots') + else: + self._set_central_view('dual') + + # Show/hide log dock & update icon if self.log_dock_active: self.logs_dock.show() - self.log_dock_control.load(":/vectors/logs_dock_active_light.svg") + self.log_dock_control.load(":/vectors/view_btn/logs_dock_active.svg") else: self.logs_dock.hide() - self.log_dock_control.load(":/vectors/logs_dock_inactive_light.svg") - - + self.log_dock_control.load(":/vectors/view_btn/logs_dock_inactive.svg") + + # Helper function to show and hide the 3D CAD | Plots | 2D CAD widgets + def _set_central_view(self, view: str): + # Show only the requested widget; hide the other two + self.cad_comp_widget.setVisible(view == 'dual') + self.cad_3d_widget.setVisible(view == '3d') + self.plots_widget.setVisible(view == 'plots') + + # Enforce 4:1 height ratio between active view and log dock + # Splitter index order: [dual(0), 3d(1), plots(2), logs(3)] + total = self.cad_log_splitter.height() + view_h = int(total * 4 / 5) + log_h = total - view_h + + if view == 'dual': + self.cad_log_splitter.setSizes([view_h, 0, 0, log_h]) + elif view == '3d': + self.cad_log_splitter.setSizes([0, view_h, 0, log_h]) + else: # plots + self.cad_log_splitter.setSizes([0, 0, view_h, log_h]) + def _position_log_dock(self): """Position log dock at bottom of central widget as overlay (max 1/5 height)""" if hasattr(self, 'logs_dock') and hasattr(self, 'cad_comp_widget'): @@ -416,12 +552,6 @@ def _position_log_dock(self): cad_geom.width(), log_height ) - - def resizeEvent(self, event): - """Reposition log dock on window resize""" - super().resizeEvent(event) - if hasattr(self, 'logs_dock') and self.logs_dock.isVisible(): - self._position_log_dock() def update_docking_icons(self, input_is_active=None, log_is_active=None, output_is_active=None): @@ -430,18 +560,18 @@ def update_docking_icons(self, input_is_active=None, log_is_active=None, output_ # Update and save control state self.input_dock_active = input_is_active if self.input_dock_active: - self.input_dock_control.load(":/vectors/input_dock_active_light.svg") + self.input_dock_control.load(":/vectors/view_btn/input_dock_active.svg") else: - self.input_dock_control.load(":/vectors/input_dock_inactive_light.svg") + self.input_dock_control.load(":/vectors/view_btn/input_dock_inactive.svg") # Update output dock icon if(output_is_active is not None): # Update and save control state self.output_dock_active = output_is_active if self.output_dock_active: - self.output_dock_control.load(":/vectors/output_dock_active_light.svg") + self.output_dock_control.load(":/vectors/view_btn/output_dock_active.svg") else: - self.output_dock_control.load(":/vectors/output_dock_inactive_light.svg") + self.output_dock_control.load(":/vectors/view_btn/output_dock_inactive.svg") # Update log dock icon if(log_is_active is not None): @@ -449,9 +579,9 @@ def update_docking_icons(self, input_is_active=None, log_is_active=None, output_ # Update and save control state self.logs_dock_active = log_is_active if self.log_dock_active: - self.log_dock_control.load(":/vectors/logs_dock_active_light.svg") + self.log_dock_control.load(":/vectors/view_btn/logs_dock_active.svg") else: - self.log_dock_control.load(":/vectors/logs_dock_inactive_light.svg") + self.log_dock_control.load(":/vectors/view_btn/logs_dock_inactive.svg") def toggle_animate(self, show: bool, dock: str = 'output', on_finished=None): sizes = self.splitter.sizes() @@ -613,10 +743,6 @@ def resizeEvent(self, event): if not self.isVisible() or self.signalsBlocked(): return - # >>> ADDED: one-time CAD–Log splitter initialization - if hasattr(self, 'cad_log_splitter'): - self._init_log_splitter_once() - # Check if splitter exists and has children try: if not hasattr(self, 'splitter') or self.splitter is None: @@ -887,4 +1013,18 @@ def __init__(self, parent): self.output_label = QSvgWidget(":/vectors/outputs_label_light.svg") output_layout.addWidget(self.output_label) - self.output_label.setFixedWidth(28) \ No newline at end of file + self.output_label.setFixedWidth(28) + +class CentralPlaceholderWidget(QWidget): + """ + Temporary placeholder for 3D CAD / Plots views. + Must be removed after CAD and Plot Integration. + """ + def __init__(self, text: str, parent=None): + super().__init__(parent) + layout = QVBoxLayout(self) + label = QLabel(text) + label.setAlignment(Qt.AlignCenter) + label.setStyleSheet("font-size: 18px; color: #90AF13; font-weight: bold;") + layout.addWidget(label) + self.setStyleSheet("background-color: #F8FAF0; border: 1px solid #90AF13;") \ No newline at end of file From 10298cc01fb236d9d8b00725d26f4f55f5988486 Mon Sep 17 00:00:00 2001 From: mhsuhail00 Date: Sun, 15 Mar 2026 03:15:19 +0530 Subject: [PATCH 127/225] Adding 3D CAD widget in template_page --- src/osdagbridge/desktop/ui/cad_3d.py | 9 +++------ src/osdagbridge/desktop/ui/template_page.py | 3 ++- 2 files changed, 5 insertions(+), 7 deletions(-) diff --git a/src/osdagbridge/desktop/ui/cad_3d.py b/src/osdagbridge/desktop/ui/cad_3d.py index 01d60fdde..c50ddcba0 100644 --- a/src/osdagbridge/desktop/ui/cad_3d.py +++ b/src/osdagbridge/desktop/ui/cad_3d.py @@ -31,7 +31,7 @@ from osdagbridge.desktop.ui.utils.custom_3dviewer import CustomViewer3d -class CAD3DWindow(QMainWindow): +class CAD3DWindow(QWidget): """ Main 3D CAD window for OsdagBridge. """ @@ -59,10 +59,8 @@ def __init__(self, parent=None): # UI SETUP def setup_ui(self): - central_widget = QWidget(self) - self.setCentralWidget(central_widget) - self.layout = QVBoxLayout(central_widget) + self.layout = QVBoxLayout(self) self.layout.setContentsMargins(0, 0, 0, 0) # Component selector @@ -530,13 +528,12 @@ def _on_click(self, component_key, clicked_cb, checked): model_cb.blockSignals(False) self.parent.show_full_model() - +# Standalone Testing---------------------------- def main(): app = QApplication(sys.argv) win = CAD3DWindow() win.show() sys.exit(app.exec()) - if __name__ == "__main__": main() \ No newline at end of file diff --git a/src/osdagbridge/desktop/ui/template_page.py b/src/osdagbridge/desktop/ui/template_page.py index 5808c46d1..ba17b8ff9 100644 --- a/src/osdagbridge/desktop/ui/template_page.py +++ b/src/osdagbridge/desktop/ui/template_page.py @@ -232,8 +232,9 @@ def mousePressEvent(self, event): ) self.cad_log_splitter.addWidget(self.cad_comp_widget) + from osdagbridge.desktop.ui.cad_3d import CAD3DWindow # 3D CAD placeholder (mutually exclusive with dual view + plots) - self.cad_3d_widget = CentralPlaceholderWidget("3D CAD Here") + self.cad_3d_widget = CAD3DWindow() self.cad_3d_widget.setVisible(False) self.cad_log_splitter.addWidget(self.cad_3d_widget) From e127509f641a7ca3932a1f9e791239b5f8d6fcac Mon Sep 17 00:00:00 2001 From: Aditya Donde Date: Sun, 22 Mar 2026 11:22:43 +0530 Subject: [PATCH 128/225] added dto.py and imported it in analyser.py,bridge_geometry.py,load_placement.py and corrected bridge width calculation in initial_sizing.py --- .../bridge_types/plate_girder/analyser.py | 215 +++--------------- .../plate_girder/bridge_geometry.py | 127 ++++------- .../core/bridge_types/plate_girder/dto.py | 180 ++++++++++++++- .../plate_girder/initial_sizing.py | 23 +- .../plate_girder/load_placement.py | 2 + 5 files changed, 270 insertions(+), 277 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/analyser.py b/src/osdagbridge/core/bridge_types/plate_girder/analyser.py index f30afafa8..e57498274 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/analyser.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/analyser.py @@ -1,118 +1,13 @@ import ospgrillage as og -from math import * -import openseespy.opensees as ops -from osdagbridge.core.utils.codes.irc6_2017 import * +# from math import sqrt, pi +# import openseespy.opensees as ops +from osdagbridge.core.utils.codes.irc6_2017 import IRC6_2017 from osdagbridge.core.utils.common import * -from osdagbridge.core.bridge_types.plate_girder.bridge_geometry import * +from osdagbridge.core.bridge_types.plate_girder.bridge_geometry import BridgeGeometry, CrossSectionLayout from osdagbridge.core.bridge_types.plate_girder.load_placement import LoadPlacementManager import warnings -from dataclasses import dataclass from osdagbridge.core.bridge_types.plate_girder.analysis_results import PlateGirderAnalysisResults - - -@dataclass -class SectionProperties: - """ - Holds cross-section properties for a single grillage member. - - Attributes - ---------- - A : float - Cross-sectional area (m^2). - J : float - Torsional constant (m^3). - Iz : float - Second moment of area about z-axis (m^4). - Iy : float - Second moment of area about y-axis (m^4). - Az : float - Shear area in z-direction (m^2). - Ay : float - Shear area in y-direction (m^2). - """ - A: float - J: float - Iz: float - Iy: float - Az: float - Ay: float - - -@dataclass -class MaterialProperties: - """ - Holds custom material properties for a grillage member. - - Attributes - ---------- - material : str - Material type string (e.g. "steel", "concrete"). - E : float - Elastic modulus (Pa). - v : float - Poisson's ratio. - rho : float - Density (kN/m^3). - Fy : float, optional - Yield strength (Pa). Required for steel. - E0 : float, optional - Initial elastic modulus (Pa). Required for steel. - b : float, optional - Strain-hardening ratio. Required for steel. - """ - material: str - E: float - v: float - rho: float - Fy: float = None - E0: float = None - b: float = None - - -@dataclass -class GrillageGeometry: - """ - Holds grillage geometry and cross-section layout parameters. - - Attributes - ---------- - L : float - Bridge span length (m). - n_l : int - Number of longitudinal grid lines. - n_t : int - Number of transverse grid lines. - edge_dist : float - Edge beam distance / overhang (m). Use 0 for no overhang. - ext_to_int_dist : float - Distance from exterior to interior beam (m). - angle : float - Skew angle in degrees. Use 0 for a right bridge. - carriageway_width : float - Width of the carriageway (m). - crash_barrier_width : float - Width of each crash barrier (m). - footpath_width : float - Width of each footpath (m). - railing_width : float - Width of each railing (m). - median_width : float - Width of the median (m). Use 0 if no median. - no_of_footpaths : int - Number of footpaths. - """ - L: float - n_l: int - n_t: int - edge_dist: float - ext_to_int_dist: float - angle: float - carriageway_width: float - crash_barrier_width: float - footpath_width: float - railing_width: float - median_width: float - no_of_footpaths: int +from osdagbridge.core.bridge_types.plate_girder.dto import (SectionProperties, MaterialProperties, GrillageGeometry, DeckLayoutProperties) class BridgeGrillageModel: @@ -145,6 +40,7 @@ def __init__(self): self.edge_dist = None self.ext_to_int_dist = None self.angle = None + self.w: float | None = None # updated from bridge geometry width after set_geometry() # placeholder for model self.model = None @@ -165,7 +61,7 @@ def __init__(self): # ============================================================ # SET GEOMETRY # ============================================================ - def set_geometry(self, geometry: GrillageGeometry): + def set_geometry(self, geometry: GrillageGeometry, layout: DeckLayoutProperties): """ Sets grillage geometry and builds the cross-section layout and bridge geometry from user-supplied GrillageGeometry. @@ -186,12 +82,12 @@ def set_geometry(self, geometry: GrillageGeometry): # Cross-section layout # ------------------------------------------------- self.layout = CrossSectionLayout( - carriageway_width=geometry.carriageway_width, - crash_barrier_width=geometry.crash_barrier_width, - footpath_width=geometry.footpath_width, - railing_width=geometry.railing_width, - median_width=geometry.median_width, - no_of_footpaths=geometry.no_of_footpaths, + carriageway_width=layout.carriageway_width, + crash_barrier_width=layout.crash_barrier_width, + footpath_width=layout.footpath_width, + railing_width=layout.railing_width, + median_width=layout.median_width, + n_footpaths=layout.n_footpaths, ) # ------------------------------------------------- @@ -269,7 +165,7 @@ def create_sections(self, # ============================================================ def create_material(self, props: MaterialProperties): """ - Creates a custom material and assigns it to all grillage members. + Creates a custom material from the supplied properties. Parameters ---------- @@ -281,7 +177,14 @@ def create_material(self, props: MaterialProperties): Fy=props.Fy, E0=props.E0, b=props.b ) - # Re-assign members now that material is defined + def assign_members(self): + """ + Creates grillage members by pairing each section with the current + material (``self.steel_custom``). + + Must be called after both ``create_sections()`` and + ``create_material()`` have been called. + """ self.longitudinal_beam = og.create_member( section=self.longitudinal_section, material=self.steel_custom ) @@ -320,7 +223,7 @@ def create_model(self): skew=self.angle, num_long_grid=self.n_l, num_trans_grid=self.n_t, - edge_beam_dist=self.edge_dist, #0-no overhang + edge_beam_dist=self.edge_dist, ext_to_int_dist=self.ext_to_int_dist, mesh_type="Oblique" # ('Ortho' or 'Oblique') ) @@ -1093,68 +996,6 @@ def create_moving_vehicle_load_cases( return self.moving_load_cases_list - def vehicle_combination(self, carriageway_width=None): - """ - Generate all ordered vehicle placement sequences for design lanes determined - from `carriageway_width` using `IRC6_2017.table_6`. - - - 'ClassA' occupies 1 lane - - 'Class70R' occupies 2 lanes - - Example (3 lanes) -> - ['ClassA','ClassA','ClassA'], ['ClassA','Class70R'], ['Class70R','ClassA'] - - Parameters - ---------- - carriageway_width : float, optional - Carriageway width in metres. If omitted, attempts to read from the - instance `self.layout` (single or split carriageway). - - Returns - ------- - list of lists - Each inner list is an ordered sequence of vehicle types that fills - the design lanes exactly. - """ - # Determine carriageway width: prefer provided parameter, else attempt to read from layout - # if carriageway_width is None: - # cw = None - # if getattr(self, 'layout', None) and self.layout.has_component('carriageway'): - # cw = self.layout.get_component('carriageway').width - # else: - # left = 0.0 - # right = 0.0 - # if getattr(self, 'layout', None) and self.layout.has_component('carriageway_left'): - # left = self.layout.get_component('carriageway_left').width - # if getattr(self, 'layout', None) and self.layout.has_component('carriageway_right'): - # right = self.layout.get_component('carriageway_right').width - # if left + right > 0.0: - # cw = left + right - # if cw is None: - # raise ValueError("carriageway_width must be provided or layout with carriageway must exist") - # carriageway_width = cw - - lanes = IRC6_2017.table_6(carriageway_width) - - sequences = [] - - def _build(remaining_lanes, current_seq): - if remaining_lanes == 0: - sequences.append(list(current_seq)) - return - # place ClassA (1 lane) - current_seq.append("ClassA") - _build(remaining_lanes - 1, current_seq) - current_seq.pop() - # place Class70R (2 lanes) if space - if remaining_lanes >= 2: - current_seq.append("Class70R") - _build(remaining_lanes - 2, current_seq) - current_seq.pop() - - _build(lanes, []) - print("Vehicle placement sequences:", sequences) - return sequences def add_vehicle_load_with_moving_path( self, @@ -1329,15 +1170,16 @@ def plot(self, model=None): L=33.5 * m, n_l=7, n_t=11, - edge_dist=0 * m, # 0-consider edge , else not overhang-edgebeams + edge_dist=1.1 * m, ext_to_int_dist=2.2775 * m, angle=0, - carriageway_width=10.0 * m, + ), DeckLayoutProperties( + carriageway_width=7.0 * m, crash_barrier_width=0.45 * m, footpath_width=1.50 * m, railing_width=0.30 * m, median_width=0.0 * m, - no_of_footpaths=2, + n_footpaths=2, )) # --- Test section values (replace with UI inputs later) --- @@ -1387,6 +1229,8 @@ def plot(self, model=None): b=0.01, )) + bridge.assign_members() + bridge.create_model() # bridge.plot_model() # bridge.add_dead_loads() @@ -1398,7 +1242,6 @@ def plot(self, model=None): bridge.create_railing_load() bridge.create_median_load() bridge.vehicle_lane_coordinates() - # bridge.vehicle_combination(carriageway_width=6.0) bridge.create_vehicle_load_cases() bridge.add_vehicle_load_cases_from_combinations() bridge.create_moving_vehicle_load_cases() diff --git a/src/osdagbridge/core/bridge_types/plate_girder/bridge_geometry.py b/src/osdagbridge/core/bridge_types/plate_girder/bridge_geometry.py index d6699f371..a9965f8f1 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/bridge_geometry.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/bridge_geometry.py @@ -1,43 +1,6 @@ from __future__ import annotations -from dataclasses import dataclass -import warnings -@dataclass(frozen=True) -class Point: - x: float - z: float - - -@dataclass(frozen=True) -class LineLoadGeometry: - start: Point - end: Point - - -@dataclass(frozen=True) -class PatchLoadGeometry: - p1: Point - p2: Point - p3: Point - p4: Point - -@dataclass(frozen=True) -class SectionComponent: - name: str - width: float - z_start: float - z_end: float - - @property - def center(self) -> float: - return 0.5 * (self.z_start + self.z_end) - - -@classmethod -def from_layout(cls, layout: CrossSectionLayout, span: float): - bridge = BridgeGeometry(span=span, width=layout.total_width) - layout.validate_against_bridge(bridge.width) - return cls(bridge, layout) +from osdagbridge.core.bridge_types.plate_girder.dto import SectionComponent class BridgeGeometry: @@ -48,11 +11,18 @@ class BridgeGeometry: z → width """ - def __init__(self, span: float, width: float): + def __init__(self, span: float, width: float) -> None: self.span = span self.width = width - def bounds(self): + @classmethod + def from_layout(cls, layout: CrossSectionLayout, span: float) -> BridgeGeometry: + bridge = cls(span=span, width=layout.total_width) + layout.validate_against_bridge(bridge.width) + return bridge + + @property + def bounds(self) -> dict[str, float]: return { "x_min": 0.0, "x_max": self.span, @@ -66,18 +36,6 @@ class CrossSectionLayout: Defines ordered cross-section layout of bridge deck. """ - ORDER = [ - "railing_left", - "footpath_left", - "crash_barrier_left", - "carriageway_left", - "median", - "carriageway_right", - "crash_barrier_right", - "footpath_right", - "railing_right", - ] - def __init__( self, *, @@ -86,22 +44,23 @@ def __init__( railing_width: float = 0.0, footpath_width: float = 0.0, median_width: float = 0.0, - no_of_footpaths: int = 0, # 0, 1, or 2 + n_footpaths: int = 0, # 0, 1, or 2 ): self.carriageway_width = carriageway_width self.crash_barrier_width = crash_barrier_width self.railing_width = railing_width self.footpath_width = footpath_width self.median_width = median_width - self.no_of_footpaths = no_of_footpaths + self.n_footpaths = n_footpaths - self._components = [] + self.total_width: float = 0.0 + self._components: list[SectionComponent] = [] self._build_layout() - def _build_layout(self): + def _build_layout(self) -> None: z = 0.0 - def add(name, width): + def add(name: str, width: float) -> None: nonlocal z if width <= 0: return @@ -113,37 +72,47 @@ def add(name, width): ) self._components.append(comp) z += width + # Left side - if self.no_of_footpaths >= 1: + if self.n_footpaths >= 1: add("railing_left", self.railing_width) add("footpath_left", self.footpath_width) add("crash_barrier_left", self.crash_barrier_width) - # --- Carriageway + median logic --- + # Carriageway + median logic if self.median_width > 0.0: add("carriageway_left", self.carriageway_width) add("median", self.median_width) add("carriageway_right", self.carriageway_width) else: add("carriageway", self.carriageway_width) - + add("crash_barrier_right", self.crash_barrier_width) - if self.no_of_footpaths >= 2: + # Right side + if self.n_footpaths >= 2: add("footpath_right", self.footpath_width) add("railing_right", self.railing_width) - for c in self._components: - print(c.name, c.z_start, c.z_end) - + # for c in self._components: + # print(c.name, c.z_start, c.z_end) self.total_width = z - def verify_bridge_width(self, num_long_grid: int, ext_to_int_dist: float, edge_beam_dist: float, tol: float = 1e-6,) -> bool: + def verify_bridge_width( + self, + num_long_grid: int, + ext_to_int_dist: float, + edge_beam_dist: float, + tol: float = 1e-6, + ) -> bool: """ - Verify that the cross-section total_width matches the computed - overall bridge width from grillage geometry parameters. + Cross-check that the cross-section total_width matches the overall + bridge width derived from grillage geometry parameters. + + This is a grillage geometry cross-check, not a construction validator. + For construction-time width validation, see validate_against_bridge(). Formula: OverallBridgeWidth = (num_long_grid - 1) * ext_to_int_dist + 2 * edge_beam_dist @@ -191,25 +160,29 @@ def get_component(self, name: str) -> SectionComponent: def has_component(self, name: str) -> bool: return any(c.name == name for c in self._components) - def components(self): + @property + def components(self) -> list[SectionComponent]: return list(self._components) - - def validate_against_bridge(self, bridge_width: float, tol: float = 1e-6): + + def validate_against_bridge(self, bridge_width: float, tol: float = 1e-6) -> None: """ Validate that cross-section width matches bridge width. + Called during construction via BridgeGeometry.from_layout(). + + For grillage geometry cross-checking, see verify_bridge_width(). Parameters ---------- bridge_width : float - Width used in BridgeGeometry + Width used in BridgeGeometry. tol : float - Numerical tolerance + Numerical tolerance. Raises ------ - ValueError if widths do not match + ValueError + If widths do not match. """ - if abs(self.total_width - bridge_width) > tol: raise ValueError( f"Cross-section width mismatch:\n" @@ -217,15 +190,15 @@ def validate_against_bridge(self, bridge_width: float, tol: float = 1e-6): f" BridgeGeometry width = {bridge_width:.3f} m\n" f" Difference = {abs(self.total_width - bridge_width):.6f} m" ) - - def describe(self): + + def describe(self) -> str: return " | ".join( f"{c.name}({c.width:.2f})" for c in self._components ) ''' -# @warnings.deprecated("This function is deprecated, use CrossSectionLayout.total_width instead.") +# @warnings.deprecated("This function is deprecated, use CrossSectionLayout.total_width instead.") def calculate_bridge_width( carriageway_width: float, crash_barrier_width: float, diff --git a/src/osdagbridge/core/bridge_types/plate_girder/dto.py b/src/osdagbridge/core/bridge_types/plate_girder/dto.py index 4f2abbb84..7345462e3 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/dto.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/dto.py @@ -1,6 +1,180 @@ -"""Plate girder BridgeModelDTO (stub).""" +from __future__ import annotations + from dataclasses import dataclass +from typing import Optional + +__all__ = [ + "SectionComponent", + "Point", + "LineLoadGeometry", + "PatchLoadGeometry", + "SectionProperties", + "MaterialProperties", + "GrillageGeometry", + "DeckLayoutProperties", +] -@dataclass -class PlateGirderDTO: +# ------------------------------------------------------------------ +# DTOs for cross-section components +# ------------------------------------------------------------------ + +@dataclass(frozen=True) +class SectionComponent: name: str + width: float + z_start: float + z_end: float + + @property + def center(self) -> float: + return 0.5 * (self.z_start + self.z_end) + + +# ------------------------------------------------------------------ +# DTOs for load geometry +# ------------------------------------------------------------------ + +@dataclass(frozen=True) +class Point: + x: float + z: float + + +@dataclass(frozen=True) +class LineLoadGeometry: + start: Point + end: Point + + +@dataclass(frozen=True) +class PatchLoadGeometry: + p1: Point + p2: Point + p3: Point + p4: Point + + +# ------------------------------------------------------------------ +# DTOs for bridge geometry and properties (for analyser file) +# ------------------------------------------------------------------ + +@dataclass(frozen=True) +class SectionProperties: + """ + Holds cross-section properties for a single grillage member. + + Attributes + ---------- + A : float + Cross-sectional area (m^2). + J : float + Torsional constant (m^3). + Iz : float + Second moment of area about z-axis (m^4). + Iy : float + Second moment of area about y-axis (m^4). + Az : float + Shear area in z-direction (m^2). + Ay : float + Shear area in y-direction (m^2). + """ + A: float + J: float + Iz: float + Iy: float + Az: float + Ay: float + + +@dataclass(frozen=True) +class MaterialProperties: + """ + Holds custom material properties for a grillage member. + + Attributes + ---------- + material : str + Material type string (e.g. "steel", "concrete"). + E : float + Elastic modulus (Pa). + v : float + Poisson's ratio. + rho : float + Density (kN/m^3). + Fy : float, optional + Yield strength (Pa). Required for steel. + E0 : float, optional + Initial elastic modulus (Pa). Required for steel. + b : float, optional + Strain-hardening ratio. Required for steel. + """ + material: str + E: float + v: float + rho: float + Fy: Optional[float] = None + E0: Optional[float] = None + b: Optional[float] = None + + def __post_init__(self) -> None: + if self.material == "steel": + if any(val is None for val in (self.Fy, self.E0, self.b)): + raise ValueError( + "Fy, E0, and b are all required when material is 'steel'." + ) + + +@dataclass(frozen=True) +class GrillageGeometry: + """ + Holds grillage grid geometry parameters. + + Attributes + ---------- + L : float + Bridge span length (m). + n_l : int + Number of longitudinal grid lines. + n_t : int + Number of transverse grid lines. + edge_dist : float + Edge beam distance / overhang (m). Use 0 for no overhang. + ext_to_int_dist : float + Distance from exterior to interior beam (m). + angle : float + Skew angle in degrees. Use 0 for a right bridge. + """ + L: float + n_l: int + n_t: int + edge_dist: float + ext_to_int_dist: float + angle: float + + +@dataclass(frozen=True) +class DeckLayoutProperties: + """ + Holds deck cross-section layout properties. + + Attributes + ---------- + carriageway_width : float + Width of the carriageway (m). + crash_barrier_width : float + Width of each crash barrier (m). + footpath_width : float + Width of each footpath (m). + railing_width : float + Width of each railing (m). + median_width : float + Width of the median (m). Use 0 if no median. + n_footpaths : int + Number of footpaths. + """ + carriageway_width: float + crash_barrier_width: float + footpath_width: float + railing_width: float + median_width: float + n_footpaths: int \ No newline at end of file diff --git a/src/osdagbridge/core/bridge_types/plate_girder/initial_sizing.py b/src/osdagbridge/core/bridge_types/plate_girder/initial_sizing.py index 19e707030..2cff258ef 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/initial_sizing.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/initial_sizing.py @@ -1,6 +1,7 @@ from __future__ import annotations from dataclasses import dataclass from math import sqrt +from typing import Optional, Tuple # Import constants from common.py for consistency from osdagbridge.core.utils.common import ( @@ -15,7 +16,6 @@ # Import existing functions from bridge_geometry.py (Point 1 and validation) from osdagbridge.core.bridge_types.plate_girder.bridge_geometry import ( - calculate_bridge_width, CrossSectionLayout, ) @@ -71,7 +71,7 @@ def __init__( footpath_width: float = 0.0, railing_width: float = 0.0, median_width: float = 0.0, - no_of_footpaths: int = 0, + n_footpaths: int = 0, flange_width: float = 0.0, # max of top/bottom flange for spacing limit ): """ @@ -83,7 +83,7 @@ def __init__( - footpath_width : float - Width of each footpath in meters. - railing_width : float - Width of each railing in meters. - median_width : float - Width of median in meters. - - no_of_footpaths : int - Number of footpaths (0, 1, or 2). + - n_footpaths : int - Number of footpaths (0, 1, or 2). - flange_width : float - Maximum flange width for spacing upper bound. """ self.carriageway_width = carriageway_width @@ -91,18 +91,18 @@ def __init__( self.footpath_width = footpath_width if footpath_width > 0 else 0.0 self.railing_width = railing_width self.median_width = median_width - self.no_of_footpaths = no_of_footpaths + self.n_footpaths = n_footpaths self.flange_width = flange_width # ========================================================================= # Point 1: Calculate Overall Bridge Width - # Uses calculate_bridge_width from bridge_geometry.py + # Uses CrossSectionLayout.total_width from bridge_geometry.py # ========================================================================= def calculate_overall_bridge_width(self) -> float: """ Calculate overall bridge width from component widths. - Delegates to calculate_bridge_width() from bridge_geometry.py. + Delegates to CrossSectionLayout.total_width from bridge_geometry.py. Formula: OverallBridgeWidth = CarriagewayWidth + 2 * CrashBarrierWidth @@ -114,14 +114,15 @@ def calculate_overall_bridge_width(self) -> float: float Overall bridge width in meters. """ - return calculate_bridge_width( + layout = CrossSectionLayout( carriageway_width=self.carriageway_width, crash_barrier_width=self.crash_barrier_width, - median_width=self.median_width, - no_of_footpaths=self.no_of_footpaths, footpath_width=self.footpath_width, railing_width=self.railing_width, + median_width=self.median_width, + n_footpaths=self.n_footpaths, ) + return layout.total_width def verify_bridge_width( self, @@ -154,7 +155,7 @@ def verify_bridge_width( railing_width=self.railing_width, footpath_width=self.footpath_width, median_width=self.median_width, - no_of_footpaths=self.no_of_footpaths, + n_footpaths=self.n_footpaths, ) return layout.verify_bridge_width( num_long_grid=no_of_girders, @@ -632,4 +633,4 @@ def compute_section_properties( # Legacy function for backward compatibility def preliminary_sizing(dto): """Legacy stub - use BridgeConfigurationSolver instead.""" - return {"depth_m": dto.name} + return {"name": dto.name} diff --git a/src/osdagbridge/core/bridge_types/plate_girder/load_placement.py b/src/osdagbridge/core/bridge_types/plate_girder/load_placement.py index 41b1c0282..9616b01b0 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/load_placement.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/load_placement.py @@ -3,6 +3,8 @@ from .bridge_geometry import ( BridgeGeometry, CrossSectionLayout, +) +from .dto import ( LineLoadGeometry, PatchLoadGeometry, Point, From 5fdbaaabdf96bd71f722bd46f2825f6ee2c45168 Mon Sep 17 00:00:00 2001 From: Aditya Donde Date: Sun, 22 Mar 2026 14:33:04 +0530 Subject: [PATCH 129/225] modified plategirderbridge.py changed FrontendData to plategirderbridge class in __main__ added design() in template_page.py --- .../bridge_types/plate_girder/analyser.py | 2 +- .../plate_girder/plategirderbridge.py | 725 ++++++++---------- src/osdagbridge/desktop/__main__.py | 4 +- src/osdagbridge/desktop/ui/template_page.py | 6 +- 4 files changed, 324 insertions(+), 413 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/analyser.py b/src/osdagbridge/core/bridge_types/plate_girder/analyser.py index e57498274..fc20a2831 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/analyser.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/analyser.py @@ -99,7 +99,7 @@ def set_geometry(self, geometry: GrillageGeometry, layout: DeckLayoutProperties) ) print(f"Bridge width from layout: {self.layout.total_width} m") - self.layout.validate_against_bridge(self.bridge_geometry.width) + # self.layout.validate_against_bridge(self.bridge_geometry.width) # ============================================================ # CREATE SECTIONS diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py index 1fc1d5e15..092a89e10 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py @@ -1,448 +1,357 @@ -"""Main PG bridge file """ - from __future__ import annotations - -from dataclasses import asdict, dataclass, field -from typing import Any, Callable, Dict, Mapping, Optional +import sqlite3 +from pathlib import Path +from .ui_fields import FrontendData +from .dto import DeckLayoutProperties, GrillageGeometry, SectionProperties, MaterialProperties +from .defaults import ( + DEFAULTS_DICT, + DEFAULT_SPAN_M, + DEFAULT_CARRIAGEWAY_WIDTH_M, + DEFAULT_NO_OF_GIRDERS, + DEFAULT_GIRDER_SYMMETRY, + DEFAULT_MEDIAN_WIDTH_M, +) +from .initial_sizing import BridgeConfigurationSolver, DEFAULT_FOOTPATH_WIDTH +from .analyser import BridgeGrillageModel from osdagbridge.core.utils.common import ( - DEFAULT_CRASH_BARRIER_WIDTH, - DEFAULT_GIRDER_SPACING, - DEFAULT_RAILING_WIDTH, + KEY_STRUCTURE_TYPE, + KEY_PROJECT_LOCATION, + KEY_SPAN, KEY_CARRIAGEWAY_WIDTH, - KEY_CRASH_BARRIER_WIDTH, - KEY_DECK_OVERHANG, - KEY_DECK_THICKNESS, - KEY_FOOTPATH_WIDTH, - KEY_GIRDER_BOTTOM_FLANGE_WIDTH, - KEY_GIRDER_DEPTH, - KEY_GIRDER_SPACING, - KEY_GIRDER_SYMMETRY, - KEY_GIRDER_TOP_FLANGE_WIDTH, - KEY_GIRDER_TOP_FLANGE_THICKNESS, - KEY_GIRDER_WEB_THICKNESS, KEY_INCLUDE_MEDIAN, - KEY_NO_OF_GIRDERS, - KEY_RAILING_WIDTH, + KEY_FOOTPATH, KEY_SKEW_ANGLE, - KEY_SPAN, - MIN_FOOTPATH_WIDTH, -) - -from .bridge_geometry import BridgeGeometry, CrossSectionLayout -from .cad_generator import export_step -from .designer import design -from .initial_sizing import BridgeConfigurationSolver, preliminary_sizing -from .report_generator import section_report -from .ui_fields import FrontendData -from .ui_fields_additional_input import ( - CRASH_BARRIER_TAB_SCHEMA, - CROSS_BRACING_DETAILS_SCHEMA, - DESIGN_OPTIONS_CONT_SCHEMA, - DESIGN_OPTIONS_SCHEMA, - END_DIAPHRAGM_DETAILS_SCHEMA, - GIRDER_DETAILS_SCHEMA, - STIFFENER_DETAILS_SCHEMA, - LANE_DETAILS_TAB_SCHEMA, - LAYOUT_TAB_SCHEMA, - MEDIAN_TAB_SCHEMA, - RAILING_TAB_SCHEMA, - SUPPORT_CONDITIONS_SCHEMA, - WEARING_COURSE_TAB_SCHEMA, + KEY_DESIGN_MODE, + KEY_GIRDER, + KEY_CROSS_BRACING, + KEY_END_DIAPHRAGM, + KEY_DECK_CONCRETE_GRADE_BASIC, + DEFAULT_CRASH_BARRIER_WIDTH, + DEFAULT_RAILING_WIDTH, + DEFAULT_GIRDER_SPACING, + MPa, + GPa, + kN, + m, ) -try: - from .dto import PlateGirderDTO -except Exception: - @dataclass - class PlateGirderDTO: - """Fallback DTO when dto.py is unavailable.""" - - name: str - - -def _first_present(source: Mapping[str, Any], *keys: str) -> Any: - for key in keys: - if key in source and source[key] not in ("", None): - return source[key] - return None - - -def _as_float(value: Any, default: float) -> float: - if value in ("", None): - return default - try: - return float(value) - except (TypeError, ValueError): - return default - +# Default median width (m) used when user enables median but no additional-input +# width has been supplied yet. +_DEFAULT_MEDIAN_WIDTH_M = 1.2 -def _as_int(value: Any, default: int) -> int: - if value in ("", None): - return default - try: - return int(float(value)) - except (TypeError, ValueError): - return default +_DB_PATH = Path(__file__).resolve().parents[2] / "data" / "ResourceFiles" / "Intg_osdag.sqlite" - -def _as_bool(value: Any, default: bool = False) -> bool: - if value is None: - return default - if isinstance(value, bool): - return value - if isinstance(value, (int, float)): - return bool(value) - return str(value).strip().lower() in {"1", "true", "yes", "y"} - - -def _to_m(value: Any) -> float: - """Accept meters directly; if value looks like mm, convert to meters.""" - as_float = _as_float(value, 0.0) - return as_float / 1000.0 if as_float > 10.0 else as_float - - -@dataclass -class PlateGirderRunResult: - dto: PlateGirderDTO - initial_sizing: Dict[str, Any] = field(default_factory=dict) - geometry: Dict[str, Any] = field(default_factory=dict) - analysis: Dict[str, Any] = field(default_factory=dict) - analysis_results: Dict[str, Any] = field(default_factory=dict) - design: Dict[str, Any] = field(default_factory=dict) - modifier: Dict[str, Any] = field(default_factory=dict) - cad: Dict[str, Any] = field(default_factory=dict) - report: Dict[str, Any] = field(default_factory=dict) - - def to_dict(self) -> Dict[str, Any]: - return asdict(self) +# Steel constants (same values used in analyser.py __main__) +_STEEL_E = 200 * GPa # Elastic modulus (Pa) +_STEEL_V = 0.3 # Poisson's ratio +_STEEL_RHO = 78.5 * kN / m ** 3 # Unit weight (N/m³) +_STEEL_E0 = 200 * GPa # Initial elastic modulus (Pa) +_STEEL_B = 0.01 # Strain-hardening ratio +_STEEL_FY_DEFAULT = 250 * MPa # Fallback Fy if material not found in DB (Pa) class PlateGirderBridge: - """Coordinator that stitches all plate-girder modules.""" - - def __init__( - self, - basic_inputs: Optional[Mapping[str, Any]] = None, - additional_inputs: Optional[Mapping[str, Any]] = None, - modifier_hook: Optional[Callable[[PlateGirderRunResult], Dict[str, Any]]] = None, - ) -> None: - self.basic_inputs = dict(basic_inputs or {}) - self.additional_inputs = dict(additional_inputs or {}) - self.modifier_hook = modifier_hook - self._analysis_engine = None - - @staticmethod - def get_basic_input_schema() -> list: - return FrontendData().input_values() - - @staticmethod - def get_additional_input_schema() -> Dict[str, Dict[str, Any]]: - return { - "layout": LAYOUT_TAB_SCHEMA, - "crash_barrier": CRASH_BARRIER_TAB_SCHEMA, - "median": MEDIAN_TAB_SCHEMA, - "railing": RAILING_TAB_SCHEMA, - "wearing_course": WEARING_COURSE_TAB_SCHEMA, - "lane_details": LANE_DETAILS_TAB_SCHEMA, - "support_conditions": SUPPORT_CONDITIONS_SCHEMA, - "design_options": DESIGN_OPTIONS_SCHEMA, - "design_options_cont": DESIGN_OPTIONS_CONT_SCHEMA, - "girder_details": GIRDER_DETAILS_SCHEMA, - "stiffener_details": STIFFENER_DETAILS_SCHEMA, - "cross_bracing_details": CROSS_BRACING_DETAILS_SCHEMA, - "end_diaphragm_details": END_DIAPHRAGM_DETAILS_SCHEMA, + """Core backend for Plate Girder Bridge.""" + + # Keys that originate from the basic input dock. + # Everything else in input_dict is treated as an additional input. + _BASIC_INPUT_KEYS = frozenset({ + KEY_STRUCTURE_TYPE, + KEY_PROJECT_LOCATION, + KEY_SPAN, + KEY_CARRIAGEWAY_WIDTH, + KEY_INCLUDE_MEDIAN, + KEY_FOOTPATH, + KEY_SKEW_ANGLE, + KEY_DESIGN_MODE, + KEY_GIRDER, + KEY_CROSS_BRACING, + KEY_END_DIAPHRAGM, + KEY_DECK_CONCRETE_GRADE_BASIC, + }) + + def __init__(self) -> None: + self.input_dict: dict = {} + self.basic_inputs: dict = {} + self.additional_inputs: dict = {} + self._frontend = FrontendData() + + # Results populated by design() + self.sizing_result = None + self.section_props: dict = {} + self.grillage_geometry: GrillageGeometry | None = None + self.deck_layout: DeckLayoutProperties | None = None + + # Analyser — populated by setup_grillage() + self.grillage_model: BridgeGrillageModel = BridgeGrillageModel() + + def input_values(self) -> list: + """Return UI field definitions for the InputDock (delegated to FrontendData).""" + return self._frontend.input_values() + + def output_values(self) -> list: + """Return UI field definitions for the OutputDock (delegated to FrontendData).""" + return self._frontend.output_values() + + def set_input(self, input_dict: dict) -> None: + """ + Receive and store the input dictionary from the UI. + + Stores the full dict in ``self.input_dict`` and splits it into: + - ``self.basic_inputs`` — keys from the main input dock + - ``self.additional_inputs`` — all remaining keys (additional-input dialog, etc.) + + Parameters + ---------- + input_dict : dict + The flat dictionary built and maintained by ``CustomWindow``. + """ + self.input_dict = dict(input_dict) + self.basic_inputs = { + k: v for k, v in self.input_dict.items() + if k in self._BASIC_INPUT_KEYS + } + self.additional_inputs = { + k: v for k, v in self.input_dict.items() + if k not in self._BASIC_INPUT_KEYS } - def _footpath_count(self) -> int: - footpath_value = _first_present(self.basic_inputs, "footpath", "Footpath") - if footpath_value is None: - return 0 - text = str(footpath_value).strip().lower() - if "both" in text: - return 2 - if "single" in text: - return 1 - return 0 - - def _build_dto(self) -> PlateGirderDTO: - structure_name = _first_present( - self.basic_inputs, - "Structure Type", - "structure_type", - "name", + # ───────────────────────────────────────────────────────────────────────── + # Design pipeline + # ───────────────────────────────────────────────────────────────────────── + + def design(self) -> None: + """ + Run the full initial-sizing pipeline in order: + 1. Parse basic inputs + 2. Solve bridge layout + 3. Build result DTOs + 4. Set up grillage model geometry and sections + """ + parsed = self._parse_basic_inputs() + self._solve_bridge_layout(parsed) + self._build_dtos(parsed) + self.setup_grillage() + + print( + f"[PlateGirderBridge.design] " + f"span={parsed['span']} m | overall_width={self.sizing_result.overall_width} m | " + f"girders={self.sizing_result.no_of_girders} | " + f"spacing={self.sizing_result.girder_spacing} m | " + f"overhang={self.sizing_result.deck_overhang} m | " + f"girder_depth={self.section_props['D']:.3f} m" ) - return PlateGirderDTO(name=str(structure_name or "plate_girder_bridge")) - def _run_initial_sizing(self, dto: PlateGirderDTO) -> Dict[str, Any]: - span = _as_float(_first_present(self.basic_inputs, KEY_SPAN, "span"), 33.5) - carriageway_width = _as_float( - _first_present(self.basic_inputs, KEY_CARRIAGEWAY_WIDTH, "carriageway_width"), - 10.0, + def _parse_basic_inputs(self) -> dict: + """Extract and normalise scalar values from ``self.basic_inputs``.""" + span = self._to_float(KEY_SPAN, DEFAULT_SPAN_M) + cw_width = self._to_float(KEY_CARRIAGEWAY_WIDTH, DEFAULT_CARRIAGEWAY_WIDTH_M) + skew_angle = self._to_float(KEY_SKEW_ANGLE, 0.0) + + include_median = str(self.basic_inputs.get(KEY_INCLUDE_MEDIAN, "No")).strip() + footpath_str = str(self.basic_inputs.get(KEY_FOOTPATH, "None")).strip() + design_mode = str(self.basic_inputs.get(KEY_DESIGN_MODE, "Optimized")).strip() + + if footpath_str in ("None", ""): + n_footpaths = 0 + footpath_width = 0.0 + railing_width = 0.0 + elif "Both" in footpath_str: + n_footpaths = 2 + footpath_width = DEFAULT_FOOTPATH_WIDTH + railing_width = DEFAULT_RAILING_WIDTH + else: # Single Side + n_footpaths = 1 + footpath_width = DEFAULT_FOOTPATH_WIDTH + railing_width = DEFAULT_RAILING_WIDTH + + median_width = ( + _DEFAULT_MEDIAN_WIDTH_M if include_median.lower() == "yes" else 0.0 ) - no_of_footpaths = self._footpath_count() - include_median = _as_bool(_first_present(self.basic_inputs, KEY_INCLUDE_MEDIAN, "include_median")) - crash_barrier_width = _as_float( - _first_present(self.additional_inputs, KEY_CRASH_BARRIER_WIDTH, "crash_barrier_width"), - DEFAULT_CRASH_BARRIER_WIDTH, - ) - footpath_width = _as_float( - _first_present(self.additional_inputs, KEY_FOOTPATH_WIDTH, "footpath_width"), - MIN_FOOTPATH_WIDTH if no_of_footpaths else 0.0, - ) - railing_width = _as_float( - _first_present(self.additional_inputs, KEY_RAILING_WIDTH, "railing_width"), - DEFAULT_RAILING_WIDTH if no_of_footpaths else 0.0, + return dict( + span=span, + cw_width=cw_width, + skew_angle=skew_angle, + design_mode=design_mode, + n_footpaths=n_footpaths, + footpath_width=footpath_width, + railing_width=railing_width, + median_width=median_width, ) - median_width = _as_float(_first_present(self.additional_inputs, "median_width"), 0.0) - if not include_median: - median_width = 0.0 - n_girders = max( - 2, - _as_int(_first_present(self.additional_inputs, KEY_NO_OF_GIRDERS, "no_of_girders"), 4), - ) - girder_spacing = _as_float( - _first_present(self.additional_inputs, KEY_GIRDER_SPACING, "girder_spacing"), - DEFAULT_GIRDER_SPACING, + def _solve_bridge_layout(self, parsed: dict) -> None: + """Run BridgeConfigurationSolver and store sizing + section results.""" + solver = BridgeConfigurationSolver( + carriageway_width=parsed["cw_width"], + crash_barrier_width=DEFAULT_CRASH_BARRIER_WIDTH, + footpath_width=parsed["footpath_width"], + railing_width=parsed["railing_width"], + median_width=parsed["median_width"], + n_footpaths=parsed["n_footpaths"], ) - deck_overhang = _as_float( - _first_present(self.additional_inputs, KEY_DECK_OVERHANG, "deck_overhang"), - 0.5 * DEFAULT_GIRDER_SPACING, + + sizing_result = solver._solve_layout( + no_of_girders=DEFAULT_NO_OF_GIRDERS, + changed_field="girders", ) - top_flange_w = _to_m( - _first_present(self.additional_inputs, KEY_GIRDER_TOP_FLANGE_WIDTH, "top_flange_width") + symmetry = ( + DEFAULT_GIRDER_SYMMETRY + if parsed["design_mode"] == "Optimized" + else "Girder Unsymmetric" ) - bot_flange_w = _to_m( - _first_present(self.additional_inputs, KEY_GIRDER_BOTTOM_FLANGE_WIDTH, "bottom_flange_width") + section_props = solver.compute_section_properties( + span=parsed["span"], + symmetry=symmetry, ) - max_flange_width = max(top_flange_w, bot_flange_w, 0.0) - solver = BridgeConfigurationSolver( - carriageway_width=carriageway_width, - crash_barrier_width=crash_barrier_width, - footpath_width=footpath_width, - railing_width=railing_width, - median_width=median_width, - no_of_footpaths=no_of_footpaths, - flange_width=max_flange_width, + self.sizing_result = sizing_result + self.section_props = section_props + + def _build_dtos(self, parsed: dict) -> None: + """Construct GrillageGeometry and DeckLayoutProperties DTOs from solved results.""" + span = parsed["span"] + # n_t: transverse grid lines — approx one division every 2 × girder spacings + n_t = max(3, int(round(span / (DEFAULT_GIRDER_SPACING * 2)))) + + self.grillage_geometry = GrillageGeometry( + L=span, + n_l=self.sizing_result.no_of_girders, + n_t=n_t, + edge_dist=self.sizing_result.deck_overhang, + ext_to_int_dist=self.sizing_result.girder_spacing, + angle=parsed["skew_angle"], ) - changed_field = "girders" - if _first_present(self.additional_inputs, KEY_DECK_OVERHANG, "deck_overhang") is not None: - changed_field = "overhang" - elif _first_present(self.additional_inputs, KEY_GIRDER_SPACING, "girder_spacing") is not None: - changed_field = "spacing" - - layout_result = solver._solve_layout( - no_of_girders=n_girders, - girder_spacing=girder_spacing, - deck_overhang=deck_overhang, - changed_field=changed_field, + self.deck_layout = DeckLayoutProperties( + carriageway_width=parsed["cw_width"], + crash_barrier_width=DEFAULT_CRASH_BARRIER_WIDTH, + footpath_width=parsed["footpath_width"], + railing_width=parsed["railing_width"], + median_width=parsed["median_width"], + n_footpaths=parsed["n_footpaths"], ) - deck_thickness = solver.get_deck_thickness( - _as_float(_first_present(self.additional_inputs, KEY_DECK_THICKNESS, "deck_thickness"), 200.0) - ) - footpath_width_checked = solver.get_footpath_width( - user_value=footpath_width, - footpath={0: "None", 1: "Single Side", 2: "Both Sides"}.get(no_of_footpaths, "None"), + # ───────────────────────────────────────────────────────────────────────── + # Grillage model setup + # ───────────────────────────────────────────────────────────────────────── + + def setup_grillage(self) -> None: + """ + Initialise and build the BridgeGrillageModel in order: + 1. set_geometry — grillage dimensions and cross-section layout + 2. create_sections — section properties for all member types + 3. create_material — steel material from the DB-backed girder selection + 4. assign_members — pair sections with material to create member objects + 5. create_model — build and run the OpenSees grillage model + + Must be called after design() has populated grillage_geometry, + deck_layout, and section_props. + """ + self.grillage_model.set_geometry(self.grillage_geometry, self.deck_layout) + self.grillage_model.create_sections( + longitudinal=self._girder_section(), + edge_longitudinal=self._girder_section(), + transverse=self._transverse_section(), + end_transverse=self._end_transverse_section(), ) - section_properties = solver.compute_section_properties( - span=span, - symmetry=str( - _first_present(self.additional_inputs, KEY_GIRDER_SYMMETRY, "symmetry") - or "Girder Symmetric" - ), - user_depth=_to_m(_first_present(self.additional_inputs, KEY_GIRDER_DEPTH, "depth")), - B_top=top_flange_w, - B_bot=bot_flange_w, - t_f_top=_to_m( - _first_present(self.additional_inputs, KEY_GIRDER_TOP_FLANGE_THICKNESS, "top_flange_thickness") - ), - t_f_bot=_to_m(_first_present(self.additional_inputs, "bottom_flange_thickness")), - t_w=_to_m(_first_present(self.additional_inputs, KEY_GIRDER_WEB_THICKNESS, "web_thickness")), + self.grillage_model.create_material(self._build_material_props()) + self.grillage_model.assign_members() + self.grillage_model.create_model() + + def _lookup_material_fy(self, material_name: str) -> float: + """ + Query the Osdag SQLite database for the Yield Strength of the given + material name. Returns Fy in Pa. Falls back to _STEEL_FY_DEFAULT + if the DB is missing or the material is not found. + """ + if not _DB_PATH.exists(): + return _STEEL_FY_DEFAULT + try: + con = sqlite3.connect(_DB_PATH) + cur = con.cursor() + cur.execute( + 'SELECT "Yield Strength" FROM Material WHERE "Material Name" = ?', + (material_name,), + ) + row = cur.fetchone() + con.close() + if row: + return float(row[0]) * MPa # DB stores MPa as integer → convert to Pa + except sqlite3.Error: + pass + return _STEEL_FY_DEFAULT + + def _build_material_props(self) -> MaterialProperties: + """Build a MaterialProperties from the selected girder material in basic_inputs.""" + material_name = str(self.basic_inputs.get(KEY_GIRDER, "")).strip() + fy = self._lookup_material_fy(material_name) if material_name else _STEEL_FY_DEFAULT + print(fy) + return MaterialProperties( + material="steel", + E=_STEEL_E, + v=_STEEL_V, + rho=_STEEL_RHO, + Fy=fy, + E0=_STEEL_E0, + b=_STEEL_B, ) - return { - "legacy_initial_sizing": preliminary_sizing(dto), - "layout": asdict(layout_result), - "deck_thickness_mm": deck_thickness, - "footpath_width_m": footpath_width_checked, - "section_properties": section_properties, - "inputs_resolved": { - "span_m": span, - "carriageway_width_m": carriageway_width, - "crash_barrier_width_m": crash_barrier_width, - "railing_width_m": railing_width, - "median_width_m": median_width, - "no_of_footpaths": no_of_footpaths, - }, - } - - def _build_geometry(self, initial_sizing: Dict[str, Any]) -> Dict[str, Any]: - span = _as_float(_first_present(self.basic_inputs, KEY_SPAN, "span"), 33.5) - layout_data = initial_sizing["layout"] - resolved = initial_sizing["inputs_resolved"] - - layout = CrossSectionLayout( - carriageway_width=resolved["carriageway_width_m"], - crash_barrier_width=resolved["crash_barrier_width_m"], - railing_width=resolved["railing_width_m"], - footpath_width=initial_sizing["footpath_width_m"], - median_width=resolved["median_width_m"], - no_of_footpaths=resolved["no_of_footpaths"], - ) - geometry = BridgeGeometry(span=span, width=layout.total_width) - layout.verify_bridge_width( - num_long_grid=layout_data["no_of_girders"], - ext_to_int_dist=layout_data["girder_spacing"], - edge_beam_dist=layout_data["deck_overhang"], - tol=1e-3, + def _girder_section(self) -> SectionProperties: + """Build a SectionProperties for the main/edge longitudinal girder from section_props.""" + sp = self.section_props + Az = sp["d_web"] * sp["t_w"] # web shear area (strong axis) + Ay = 2 * sp["B_top"] * sp["t_f_top"] # flange shear area (weak axis) + return SectionProperties( + A=sp["Area"], + J=sp["I_t"], + Iz=sp["I_z"], + Iy=sp["I_y"], + Az=Az, + Ay=Ay, ) - return { - "span_m": geometry.span, - "width_m": geometry.width, - "bounds": geometry.bounds(), - "cross_section": layout.describe(), - } - - def _prepare_or_run_analysis( - self, - initial_sizing: Dict[str, Any], - run_analysis: bool, - include_live_load: bool, - ) -> Dict[str, Any]: - try: - from .analyser import BridgeGrillageModel # Imported lazily: heavy deps. - except Exception as exc: - return {"status": "skipped", "reason": f"analysis backend import failed: {exc}"} - - layout = initial_sizing["layout"] - span = _as_float(_first_present(self.basic_inputs, KEY_SPAN, "span"), 33.5) - skew = _as_float(_first_present(self.basic_inputs, KEY_SKEW_ANGLE, "skew_angle"), 0.0) - - engine = BridgeGrillageModel() - engine.L = span - engine.n_l = layout["no_of_girders"] - engine.ext_to_int_dist = layout["girder_spacing"] - engine.edge_dist = layout["deck_overhang"] - engine.angle = skew - engine.create_model() - - created_dead = [] - for method_name in ( - "create_self_weight_load", - "create_deck_load", - "create_wearing_course_load", - "create_footpath_load", - "create_crash_barrier_load", - "create_railing_load", - "create_median_load", - ): - method = getattr(engine, method_name) - load_case = method() - if load_case is not None: - created_dead.append(method_name) - - created_live = [] - if include_live_load: - for method_name in ( - "create_vehicle_load_cases", - "add_vehicle_load_cases_from_combinations", - "create_moving_vehicle_load_cases", - ): - getattr(engine, method_name)() - created_live.append(method_name) - - status = "prepared" - if run_analysis: - engine.analyze() - status = "completed" - - self._analysis_engine = engine - return { - "status": status, - "dead_load_steps": created_dead, - "live_load_steps": created_live, - } + def _transverse_section(self) -> SectionProperties: + """Build a SectionProperties for the transverse deck slab (half-depth, unit width).""" + sp = self.section_props + t = sp["D"] / 2 # approximate slab thickness + Az = t * sp["t_w"] + Ay = t * sp["t_w"] + return SectionProperties( + A=sp["Area"] / 2, + J=sp["I_t"] / 2, + Iz=sp["I_z"] / 2, + Iy=sp["I_y"] / 2, + Az=Az, + Ay=Ay, + ) - def _collect_analysis_results(self, analysis: Dict[str, Any]) -> Dict[str, Any]: - if analysis.get("status") == "skipped": - return {"status": "skipped", "reason": analysis.get("reason")} - if analysis.get("status") != "completed": - return { - "status": "not_run", - "note": "Analysis model is prepared. Run with run_analysis=True to produce results.", - } - return {"status": "completed", "note": "Use BridgeGrillageModel results/plot APIs for detailed tables."} - - def run( - self, - *, - run_analysis: bool = False, - include_live_load: bool = True, - cad_path: Optional[str] = None, - ) -> PlateGirderRunResult: - dto = self._build_dto() - initial_sizing = self._run_initial_sizing(dto) - geometry = self._build_geometry(initial_sizing) - analysis = self._prepare_or_run_analysis(initial_sizing, run_analysis, include_live_load) - analysis_results = self._collect_analysis_results(analysis) - design_result = design(dto) - - modifier_result: Dict[str, Any] = {"status": "skipped", "reason": "no modifier hook provided"} - if self.modifier_hook is not None: - temp = PlateGirderRunResult( - dto=dto, - initial_sizing=initial_sizing, - geometry=geometry, - analysis=analysis, - analysis_results=analysis_results, - design=design_result, - ) - modifier_result = self.modifier_hook(temp) - - cad_result: Dict[str, Any] = {"status": "skipped"} - if cad_path: - export_step(dto, cad_path) - cad_result = {"status": "generated", "path": cad_path} - - report_result = section_report(dto) - - return PlateGirderRunResult( - dto=dto, - initial_sizing=initial_sizing, - geometry=geometry, - analysis=analysis, - analysis_results=analysis_results, - design=design_result, - modifier=modifier_result, - cad=cad_result, - report=report_result, + def _end_transverse_section(self) -> SectionProperties: + """Build a SectionProperties for the end transverse slab (quarter-depth).""" + sp = self.section_props + Az = sp["d_web"] / 2 * sp["t_w"] + Ay = sp["B_top"] * sp["t_f_top"] + return SectionProperties( + A=sp["Area"] / 4, + J=sp["I_t"] / 4, + Iz=sp["I_z"] / 4, + Iy=sp["I_y"] / 4, + Az=Az, + Ay=Ay, ) + # ───────────────────────────────────────────────────────────────────────── + # Helpers + # ───────────────────────────────────────────────────────────────────────── -def run_plategirder_bridge( - basic_inputs: Optional[Mapping[str, Any]] = None, - additional_inputs: Optional[Mapping[str, Any]] = None, - *, - run_analysis: bool = False, - include_live_load: bool = True, - cad_path: Optional[str] = None, - modifier_hook: Optional[Callable[[PlateGirderRunResult], Dict[str, Any]]] = None, -) -> Dict[str, Any]: - """Functional wrapper around PlateGirderBridge.""" - bridge = PlateGirderBridge( - basic_inputs=basic_inputs, - additional_inputs=additional_inputs, - modifier_hook=modifier_hook, - ) - return bridge.run( - run_analysis=run_analysis, - include_live_load=include_live_load, - cad_path=cad_path, - ).to_dict() + def _to_float(self, key: str, fallback: float) -> float: + """Safely convert a basic_inputs value to float, falling back on error.""" + val = self.basic_inputs.get(key) + if val is None or str(val).strip().lower() in ("", "none"): + return fallback + try: + return float(val) + except (TypeError, ValueError): + return fallback diff --git a/src/osdagbridge/desktop/__main__.py b/src/osdagbridge/desktop/__main__.py index 71840a4e5..bdf4bf6d8 100644 --- a/src/osdagbridge/desktop/__main__.py +++ b/src/osdagbridge/desktop/__main__.py @@ -96,7 +96,7 @@ def create_sqlite(): # Import template_page from osdagbridge.desktop.ui.template_page import CustomWindow -from osdagbridge.core.bridge_types.plate_girder.ui_fields import FrontendData +from osdagbridge.core.bridge_types.plate_girder.plategirderbridge import PlateGirderBridge def load_stylesheet(): """Load the global QSS stylesheet from resources.""" @@ -117,7 +117,7 @@ def main(): if stylesheet: app.setStyleSheet(stylesheet) - window = CustomWindow("Osdag Bridge", FrontendData) + window = CustomWindow("OsdagBridge", PlateGirderBridge) window.showMaximized() window.show() diff --git a/src/osdagbridge/desktop/ui/template_page.py b/src/osdagbridge/desktop/ui/template_page.py index ba17b8ff9..72596e88c 100644 --- a/src/osdagbridge/desktop/ui/template_page.py +++ b/src/osdagbridge/desktop/ui/template_page.py @@ -234,7 +234,7 @@ def mousePressEvent(self, event): from osdagbridge.desktop.ui.cad_3d import CAD3DWindow # 3D CAD placeholder (mutually exclusive with dual view + plots) - self.cad_3d_widget = CAD3DWindow() + self.cad_3d_widget = CentralPlaceholderWidget("3D CAD Here") self.cad_3d_widget.setVisible(False) self.cad_log_splitter.addWidget(self.cad_3d_widget) @@ -302,8 +302,10 @@ def common_design_func(self, trigger: str): print(f"@top:{self.top_view_active}") print(f"@c/s:{self.cross_section_active}") if trigger == "Design": - # Collect all the values from input Dock + # Collect all the values from input Dock and pass to backend + self.backend.set_input(self.input_dict) print(f"@@input_dictionary: {self.input_dict}") + self.backend.design() elif trigger == "Save": # Collect all the values from input Dock and save to osi/csv pass From 9a981f18340257ca270836114058461244b04f3a Mon Sep 17 00:00:00 2001 From: mhsuhail00 Date: Mon, 23 Mar 2026 12:02:37 +0530 Subject: [PATCH 130/225] Added E, V, rho in Material Table in Intg_osdag.sqlite --- .../plate_girder/plategirderbridge.py | 46 ++++++++------ .../core/data/ResourceFiles/Intg_osdag.sql | 61 ++++++++++--------- 2 files changed, 61 insertions(+), 46 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py index 092a89e10..b8b974b9e 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py @@ -32,7 +32,7 @@ DEFAULT_GIRDER_SPACING, MPa, GPa, - kN, + N, m, ) @@ -43,9 +43,6 @@ _DB_PATH = Path(__file__).resolve().parents[2] / "data" / "ResourceFiles" / "Intg_osdag.sqlite" # Steel constants (same values used in analyser.py __main__) -_STEEL_E = 200 * GPa # Elastic modulus (Pa) -_STEEL_V = 0.3 # Poisson's ratio -_STEEL_RHO = 78.5 * kN / m ** 3 # Unit weight (N/m³) _STEEL_E0 = 200 * GPa # Initial elastic modulus (Pa) _STEEL_B = 0.01 # Strain-hardening ratio _STEEL_FY_DEFAULT = 250 * MPa # Fallback Fy if material not found in DB (Pa) @@ -261,39 +258,54 @@ def setup_grillage(self) -> None: self.grillage_model.assign_members() self.grillage_model.create_model() - def _lookup_material_fy(self, material_name: str) -> float: + def _lookup_material(self, material_name: str, property: str) -> float: """ - Query the Osdag SQLite database for the Yield Strength of the given - material name. Returns Fy in Pa. Falls back to _STEEL_FY_DEFAULT + Query the Osdag SQLite database for the specified property of the given + material name. Returns the property value in its respective units. Falls back to the default value if the DB is missing or the material is not found. """ if not _DB_PATH.exists(): - return _STEEL_FY_DEFAULT + raise LookupError(f"Material database not found at {_DB_PATH} in PlateGirderBridge._lookup_material") try: con = sqlite3.connect(_DB_PATH) cur = con.cursor() + query_map = { + "E": "Modulus of Elasticity", + "V": "Poisson's Ratio", + "rho": "Density", + "fy": "Yield Strength", + } cur.execute( - 'SELECT "Yield Strength" FROM Material WHERE "Material Name" = ?', + f'SELECT "{query_map.get(property)}" FROM Material WHERE "Material Name" = ?', (material_name,), ) row = cur.fetchone() con.close() if row: - return float(row[0]) * MPa # DB stores MPa as integer → convert to Pa + if property == "E": # Elastic modulus (Pa) + return float(row[0]) * GPa + elif property == "V": # Poisson's ratio (unitless) + return float(row[0]) + elif property == "rho": # Unit weight (N/m³) + return float(row[0]) * N / m ** 3 + elif property == "fy": # Yield strength (Pa) + return float(row[0]) * MPa # DB stores MPa as integer → convert to Pa except sqlite3.Error: - pass - return _STEEL_FY_DEFAULT + raise LookupError(f"Error querying material database in PlateGirderBridge._lookup_material: {sqlite3.Error}") def _build_material_props(self) -> MaterialProperties: """Build a MaterialProperties from the selected girder material in basic_inputs.""" material_name = str(self.basic_inputs.get(KEY_GIRDER, "")).strip() - fy = self._lookup_material_fy(material_name) if material_name else _STEEL_FY_DEFAULT - print(fy) + e = self._lookup_material(material_name, "E") if material_name else _STEEL_FY_DEFAULT + v = self._lookup_material(material_name, "V") if material_name else _STEEL_FY_DEFAULT + rho = self._lookup_material(material_name, "rho") if material_name else _STEEL_FY_DEFAULT + fy = self._lookup_material(material_name, "fy") if material_name else _STEEL_FY_DEFAULT + # print(f"e: {e}, v: {v}, rho: {rho}, fy: {fy}") return MaterialProperties( material="steel", - E=_STEEL_E, - v=_STEEL_V, - rho=_STEEL_RHO, + E=e, + v=v, + rho=rho, Fy=fy, E0=_STEEL_E0, b=_STEEL_B, diff --git a/src/osdagbridge/core/data/ResourceFiles/Intg_osdag.sql b/src/osdagbridge/core/data/ResourceFiles/Intg_osdag.sql index 16ed4ee18..c26a04a2a 100644 --- a/src/osdagbridge/core/data/ResourceFiles/Intg_osdag.sql +++ b/src/osdagbridge/core/data/ResourceFiles/Intg_osdag.sql @@ -65,36 +65,39 @@ INSERT INTO Angle_Pitch VALUES(12,200,20,3,55,55,55); CREATE TABLE IF NOT EXISTS "Material" ( "Material Name" TEXT, "Yield Strength" INTEGER, - "Ultimate Tensile Strength" INTEGER + "Ultimate Tensile Strength" INTEGER, + "Modulus of Elasticity" INTEGER, + "Poisson's Ratio" NUMERIC, + "Density" INTEGER ); -INSERT INTO Material VALUES('E 250A',250,410); -INSERT INTO Material VALUES('E 250BR',250,410); -INSERT INTO Material VALUES('E 250B0',250,410); -INSERT INTO Material VALUES('E 250C',250,410); -INSERT INTO Material VALUES('E 275A',275,430); -INSERT INTO Material VALUES('E 275BR',275,430); -INSERT INTO Material VALUES('E 275B0',275,430); -INSERT INTO Material VALUES('E 275C',275,430); -INSERT INTO Material VALUES('E 300A',300,440); -INSERT INTO Material VALUES('E 300BR',300,440); -INSERT INTO Material VALUES('E 300B0',300,440); -INSERT INTO Material VALUES('E 300C',300,440); -INSERT INTO Material VALUES('E 350A',350,490); -INSERT INTO Material VALUES('E 350BR',350,490); -INSERT INTO Material VALUES('E 350B0',350,490); -INSERT INTO Material VALUES('E 350C',350,490); -INSERT INTO Material VALUES('E 410A',410,540); -INSERT INTO Material VALUES('E 410BR',410,540); -INSERT INTO Material VALUES('E 410B0',410,540); -INSERT INTO Material VALUES('E 410C',410,540); -INSERT INTO Material VALUES('E 450A',450,570); -INSERT INTO Material VALUES('E 450BR',450,570); -INSERT INTO Material VALUES('E 550A',550,650); -INSERT INTO Material VALUES('E 550BR',550,650); -INSERT INTO Material VALUES('E 600A',600,730); -INSERT INTO Material VALUES('E 600BR',600,730); -INSERT INTO Material VALUES('E 650A',650,780); -INSERT INTO Material VALUES('E 650BR',650,780); +INSERT INTO Material VALUES('E 250A',250,410,200,0.3,78500); +INSERT INTO Material VALUES('E 250BR',250,410,200,0.3,78500); +INSERT INTO Material VALUES('E 250B0',250,410,200,0.3,78500); +INSERT INTO Material VALUES('E 250C',250,410,200,0.3,78500); +INSERT INTO Material VALUES('E 275A',275,430,200,0.3,78500); +INSERT INTO Material VALUES('E 275BR',275,430,200,0.3,78500); +INSERT INTO Material VALUES('E 275B0',275,430,200,0.3,78500); +INSERT INTO Material VALUES('E 275C',275,430,200,0.3,78500); +INSERT INTO Material VALUES('E 300A',300,440,200,0.3,78500); +INSERT INTO Material VALUES('E 300BR',300,440,200,0.3,78500); +INSERT INTO Material VALUES('E 300B0',300,440,200,0.3,78500); +INSERT INTO Material VALUES('E 300C',300,440,200,0.3,78500); +INSERT INTO Material VALUES('E 350A',350,490,200,0.3,78500); +INSERT INTO Material VALUES('E 350BR',350,490,200,0.3,78500); +INSERT INTO Material VALUES('E 350B0',350,490,200,0.3,78500); +INSERT INTO Material VALUES('E 350C',350,490,200,0.3,78500); +INSERT INTO Material VALUES('E 410A',410,540,200,0.3,78500); +INSERT INTO Material VALUES('E 410BR',410,540,200,0.3,78500); +INSERT INTO Material VALUES('E 410B0',410,540,200,0.3,78500); +INSERT INTO Material VALUES('E 410C',410,540,200,0.3,78500); +INSERT INTO Material VALUES('E 450A',450,570,200,0.3,78500); +INSERT INTO Material VALUES('E 450BR',450,570,200,0.3,78500); +INSERT INTO Material VALUES('E 550A',550,650,200,0.3,78500); +INSERT INTO Material VALUES('E 550BR',550,650,200,0.3,78500); +INSERT INTO Material VALUES('E 600A',600,730,200,0.3,78500); +INSERT INTO Material VALUES('E 600BR',600,730,200,0.3,78500); +INSERT INTO Material VALUES('E 650A',650,780,200,0.3,78500); +INSERT INTO Material VALUES('E 650BR',650,780,200,0.3,78500); CREATE TABLE IF NOT EXISTS "Bolt_fy_fu" ( `Property_Class` NUMERIC, `Diameter_min` INTEGER, From a3bf76e07d67bd7012c2ddc78ea9ad5ce365e614 Mon Sep 17 00:00:00 2001 From: Aditya Donde Date: Tue, 24 Mar 2026 15:14:08 +0530 Subject: [PATCH 131/225] added dead load and live load methods in plategirderbridge.py --- .../plate_girder/plategirderbridge.py | 183 ++++++++++++++++++ 1 file changed, 183 insertions(+) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py index b8b974b9e..ba553ebfb 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py @@ -125,11 +125,16 @@ def design(self) -> None: 2. Solve bridge layout 3. Build result DTOs 4. Set up grillage model geometry and sections + 5. Apply dead loads + 6. Apply live loads """ parsed = self._parse_basic_inputs() self._solve_bridge_layout(parsed) self._build_dtos(parsed) self.setup_grillage() + self.add_dead_loads() + self.add_live_loads() + self.analyze() print( f"[PlateGirderBridge.design] " @@ -354,6 +359,184 @@ def _end_transverse_section(self) -> SectionProperties: Ay=Ay, ) + # ───────────────────────────────────────────────────────────────────────── + # Dead loads — permanent loads applied after the grillage model is built + # ───────────────────────────────────────────────────────────────────────── + + def add_dead_loads(self) -> None: + """ + Apply all permanent dead loads to the grillage model in order: + 1. Girder self weight — line load along each longitudinal member + 2. Deck slab — patch load over the full deck area + 3. Wearing course — patch load over the carriageway area + 4. Footpath — patch load on footpath strips (skipped if none) + 5. Crash barrier — line load at each barrier centreline (skipped if none) + 6. Railing — line load at each railing centreline (skipped if none) + + Must be called after setup_grillage() has built and registered the model. + """ + m = self.grillage_model + m.create_self_weight_load() + m.create_deck_load() + m.create_wearing_course_load() + m.create_footpath_load() + m.create_crash_barrier_load() + m.create_railing_load() + + # ───────────────────────────────────────────────────────────────────────── + # Live loads — vehicle and moving loads applied after the grillage model + # ───────────────────────────────────────────────────────────────────────── + + def add_live_loads(self) -> None: + """ + Apply all live loads to the grillage model in order: + 1. Vehicle load cases — static placements per IRC:6 Table 6A + 2. Moving vehicle load cases — moving paths for each vehicle + + Must be called after setup_grillage() has built and registered the model. + """ + m = self.grillage_model + m.add_vehicle_load_cases_from_combinations() + m.create_moving_vehicle_load_cases() + + def vehicle_lane_coordinates(self) -> list: + """ + Return vehicle-to-coordinate mappings for all IRC:6-2017 Table 6A + combinations. + + Delegates to BridgeGrillageModel.vehicle_lane_coordinates(). + + Returns + ------- + list of dict + Each dict has 'case_num' and 'combinations' keys. + """ + return self.grillage_model.vehicle_lane_coordinates() + + def create_vehicle_load_cases(self) -> list: + """ + Create static vehicle load cases based on IRC:6-2017 lane combinations. + + Delegates to BridgeGrillageModel.create_vehicle_load_cases(). + + Returns + ------- + list + All created load case objects. + """ + return self.grillage_model.create_vehicle_load_cases() + + def add_vehicle_load_cases_from_combinations(self) -> list: + """ + Create vehicle load cases with lane factors (alf) and dynamic load + allowance (dla) applied, using IRC:6-2017 combinations. + + Delegates to BridgeGrillageModel.add_vehicle_load_cases_from_combinations(). + + Returns + ------- + list + All created load case objects. + """ + return self.grillage_model.add_vehicle_load_cases_from_combinations() + + def create_moving_vehicle_load_cases( + self, + start_offset: float = -25.0, + span: float | None = None, + ) -> list: + """ + Create moving load cases for all vehicles previously created by + add_vehicle_load_cases_from_combinations(). + + Delegates to BridgeGrillageModel.create_moving_vehicle_load_cases(). + + Parameters + ---------- + start_offset : float + Longitudinal offset (m) behind the bridge start where vehicles + begin traversal (default -25.0). + span : float, optional + Override the bridge span (m); defaults to the analysed span. + + Returns + ------- + list + All created moving load case objects. + """ + return self.grillage_model.create_moving_vehicle_load_cases( + start_offset=start_offset, + span=span, + ) + + def add_vehicle_load_with_moving_path( + self, + vehicle_type: str = "CLASS70R", + load_case_name: str = "Class 70R", + x_coord: float = 0.0, + z_coord: float = 0.0, + spacing: float = 1.5, + span: float | None = None, + y_coord: float = 0.0, + ) -> dict: + """ + Add a single vehicle (static + moving) at an explicit position. + + Delegates to BridgeGrillageModel.add_vehicle_load_with_moving_path(). + + Parameters + ---------- + vehicle_type : str + Load model type (e.g. ``'CLASS70R'``, ``'CLASSA'``). + load_case_name : str + Name given to the static load case. + x_coord : float + Initial longitudinal position (m) of the vehicle. + z_coord : float + Transverse position (m) of the vehicle. + spacing : float + Distance (m) behind bridge start for the moving path origin. + span : float, optional + Override the bridge span (m). + y_coord : float + Vertical coordinate (default 0.0). + + Returns + ------- + dict + Keys: ``'vehicle'``, ``'static_load_case'``, + ``'moving_load_case'``, ``'moving_path'``. + """ + return self.grillage_model.add_vehicle_load_with_moving_path( + vehicle_type=vehicle_type, + load_case_name=load_case_name, + x_coord=x_coord, + z_coord=z_coord, + spacing=spacing, + span=span, + y_coord=y_coord, + ) + + def analyze(self): + """ + Run the OpenSees grillage analysis for all registered load cases. + + Delegates to BridgeGrillageModel.analyze(), which executes the model, + retrieves results for every load case, and stores them in + ``self.grillage_model.dataset``. + + Must be called after add_dead_loads() and add_live_loads() have + registered all load cases on the model. + + Returns + ------- + xarray.Dataset + Results dataset containing displacements and forces for all load + cases, indexed by Loadcase, Node/Element, and Component. + """ + return self.grillage_model.analyze() + + # ───────────────────────────────────────────────────────────────────────── # Helpers # ───────────────────────────────────────────────────────────────────────── From 939b1ef8230e3078fd27177bdc4feb703c693294 Mon Sep 17 00:00:00 2001 From: mhsuhail00 Date: Wed, 25 Mar 2026 11:21:26 +0530 Subject: [PATCH 132/225] Adding Concrete Grade dto and refactoring existing Material dto --- .../bridge_types/plate_girder/analyser.py | 12 +- .../bridge_types/plate_girder/defaults.py | 12 +- .../bridge_types/plate_girder/designer.py | 6 +- .../core/bridge_types/plate_girder/dto.py | 55 ++++++++- .../plate_girder/plategirderbridge.py | 78 ++++++++----- .../bridge_types/plate_girder/ui_fields.py | 11 +- .../ui_fields_additional_input.py | 4 +- .../core/data/ResourceFiles/Intg_osdag.sql | 104 +++++++++--------- src/osdagbridge/core/utils/common.py | 59 ++++++---- .../desktop/ui/dialogs/material_properties.py | 5 +- 10 files changed, 215 insertions(+), 131 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/analyser.py b/src/osdagbridge/core/bridge_types/plate_girder/analyser.py index fc20a2831..35ab30087 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/analyser.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/analyser.py @@ -7,7 +7,7 @@ from osdagbridge.core.bridge_types.plate_girder.load_placement import LoadPlacementManager import warnings from osdagbridge.core.bridge_types.plate_girder.analysis_results import PlateGirderAnalysisResults -from osdagbridge.core.bridge_types.plate_girder.dto import (SectionProperties, MaterialProperties, GrillageGeometry, DeckLayoutProperties) +from osdagbridge.core.bridge_types.plate_girder.dto import (SectionProperties, SteelProperties, MaterialProperties, GrillageGeometry, DeckLayoutProperties) class BridgeGrillageModel: @@ -169,12 +169,12 @@ def create_material(self, props: MaterialProperties): Parameters ---------- - props : MaterialProperties + props : SteelProperties Material properties supplied by the user. """ self.steel_custom = og.create_material( - material=props.material, E=props.E, v=props.v, rho=props.rho, - Fy=props.Fy, E0=props.E0, b=props.b + material="steel", E=props.steel_prop.E, v=props.steel_prop.v, rho=props.steel_prop.rho, + Fy=props.steel_prop.Fy, E0=props.steel_prop.E0, b=props.steel_prop.b ) def assign_members(self): @@ -1219,8 +1219,8 @@ def plot(self, model=None): ) # --- Test material values (replace with UI inputs later) --- - bridge.create_material(MaterialProperties( - material="steel", + bridge.create_material(SteelProperties( + grade="steel", E=200 * GPa, v=0.3, rho=78.5 * kN / m ** 3, diff --git a/src/osdagbridge/core/bridge_types/plate_girder/defaults.py b/src/osdagbridge/core/bridge_types/plate_girder/defaults.py index 1e3bcd42b..6805f53eb 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/defaults.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/defaults.py @@ -504,10 +504,10 @@ def get_ai_median_defaults(median_type: str) -> dict[str, float | None]: from osdagbridge.core.utils.common import ( KEY_STRUCTURE_TYPE, KEY_PROJECT_LOCATION, KEY_SPAN, KEY_CARRIAGEWAY_WIDTH, KEY_INCLUDE_MEDIAN, KEY_FOOTPATH, KEY_SKEW_ANGLE, KEY_DESIGN_MODE, KEY_GIRDER, KEY_CROSS_BRACING, KEY_END_DIAPHRAGM, KEY_DECK_CONCRETE_GRADE_BASIC, - VALUES_DECK_CONCRETE_GRADE, connectdb, ) -material_values = connectdb("Material") +steel_properties = connectdb("Steel_Grade_Properties") +concrete_properies = connectdb("Concrete_Grade_Properties") DEFAULTS_DICT = { # Input Dock Defaults @@ -519,10 +519,10 @@ def get_ai_median_defaults(median_type: str) -> dict[str, float | None]: KEY_FOOTPATH: "None", KEY_SKEW_ANGLE: DEFAULT_SKEW_ANGLE_DEG, KEY_DESIGN_MODE: "Optimized", - KEY_GIRDER: material_values[0], - KEY_CROSS_BRACING: material_values[0], - KEY_END_DIAPHRAGM: material_values[0], - KEY_DECK_CONCRETE_GRADE_BASIC: VALUES_DECK_CONCRETE_GRADE[0], + KEY_GIRDER: steel_properties[0], + KEY_CROSS_BRACING: steel_properties[0], + KEY_END_DIAPHRAGM: steel_properties[0], + KEY_DECK_CONCRETE_GRADE_BASIC: concrete_properies[0], # Additional Inputs Defaults diff --git a/src/osdagbridge/core/bridge_types/plate_girder/designer.py b/src/osdagbridge/core/bridge_types/plate_girder/designer.py index 252b3f6dd..9cbcd9605 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/designer.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/designer.py @@ -53,7 +53,7 @@ @dataclass -class MaterialProperties: +class SteelProperties: """ Material strengths and partial safety factors. @@ -238,7 +238,7 @@ class BridgeConfig: |-- DCREngine +-- ReportGenerator """ - material: MaterialProperties = field(default_factory=MaterialProperties) + material: SteelProperties = field(default_factory=SteelProperties) section: SteelSection = field(default_factory=lambda: SteelSection( D=1500, bf_top=400, tf_top=20, bf_bot=500, tf_bot=25, tw=12, )) @@ -256,7 +256,7 @@ def example_33m_bridge(cls) -> "BridgeConfig": matching the ospgrillage analyser model. """ return cls( - material=MaterialProperties( + material=SteelProperties( steel_grade="E350", fy=350.0, fu=490.0, Es=200_000.0, concrete_grade="M65", fck=65.0, fctm=4.1, Ecm=38_000.0, rebar_grade="Fe500", fy_rebar=500.0, diff --git a/src/osdagbridge/core/bridge_types/plate_girder/dto.py b/src/osdagbridge/core/bridge_types/plate_girder/dto.py index 7345462e3..538a29b82 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/dto.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/dto.py @@ -1,7 +1,7 @@ from __future__ import annotations from dataclasses import dataclass -from typing import Optional +from typing import Literal, Optional, Union __all__ = [ "SectionComponent", @@ -87,13 +87,13 @@ class SectionProperties: @dataclass(frozen=True) -class MaterialProperties: +class SteelProperties: """ Holds custom material properties for a grillage member. Attributes ---------- - material : str + grade : str Material type string (e.g. "steel", "concrete"). E : float Elastic modulus (Pa). @@ -108,7 +108,7 @@ class MaterialProperties: b : float, optional Strain-hardening ratio. Required for steel. """ - material: str + grade: str E: float v: float rho: float @@ -117,12 +117,57 @@ class MaterialProperties: b: Optional[float] = None def __post_init__(self) -> None: - if self.material == "steel": + if self.grade == "steel": if any(val is None for val in (self.Fy, self.E0, self.b)): raise ValueError( "Fy, E0, and b are all required when material is 'steel'." ) +@dataclass(frozen=True) +class ConcreteProperties: + """ + Holds material properties for a concrete grillage member. + + Attributes + ---------- + grade : str + Concrete grade designation (e.g. "M25", "M30"). + fck : float + Characteristic compressive cylinder strength (MPa). + fctm : float + Mean axial tensile strength (MPa). + Ecm : float + Mean secant modulus of elasticity (GPa). + """ + grade: str + fck: float + fctm: float + Ecm: float + + def __post_init__(self) -> None: + if not self.grade: + raise ValueError("grade must not be empty.") + if any(val is None for val in (self.fck, self.fctm, self.Ecm)): + raise ValueError("fck, fctm, and Ecm must not be None.") + +@dataclass(frozen=True) +class MaterialProperties: + """ + Holds material type and its corresponding properties for a grillage member. + + Attributes + ---------- + steel_prop : SteelProperties + concrete_prop : ConcreteProperties + """ + steel_prop: SteelProperties + concrete_prop: ConcreteProperties + + def __post_init__(self) -> None: + if not isinstance(self.steel_prop, SteelProperties): + raise ValueError("steel_prop must be a SteelProperties instance.") + if not isinstance(self.concrete_prop, ConcreteProperties): + raise ValueError("concrete_prop must be a ConcreteProperties instance.") @dataclass(frozen=True) class GrillageGeometry: diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py index ba553ebfb..64552312b 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py @@ -2,7 +2,7 @@ import sqlite3 from pathlib import Path from .ui_fields import FrontendData -from .dto import DeckLayoutProperties, GrillageGeometry, SectionProperties, MaterialProperties +from .dto import ConcreteProperties, DeckLayoutProperties, GrillageGeometry, SectionProperties, SteelProperties, MaterialProperties, ConcreteProperties from .defaults import ( DEFAULTS_DICT, DEFAULT_SPAN_M, @@ -271,50 +271,74 @@ def _lookup_material(self, material_name: str, property: str) -> float: """ if not _DB_PATH.exists(): raise LookupError(f"Material database not found at {_DB_PATH} in PlateGirderBridge._lookup_material") + + # Choose the table: steel or concrete + table = 'Steel_Grade_Properties' if material_name[0] == 'E' else 'Concrete_Grade_Properties' + try: con = sqlite3.connect(_DB_PATH) cur = con.cursor() - query_map = { - "E": "Modulus of Elasticity", - "V": "Poisson's Ratio", - "rho": "Density", - "fy": "Yield Strength", - } cur.execute( - f'SELECT "{query_map.get(property)}" FROM Material WHERE "Material Name" = ?', + f'SELECT "{property}" FROM {table} WHERE "Grade" = ?', (material_name,), ) row = cur.fetchone() con.close() if row: - if property == "E": # Elastic modulus (Pa) + if property == "Modulus of Elasticity": # Elastic modulus (Pa) return float(row[0]) * GPa - elif property == "V": # Poisson's ratio (unitless) + elif property == "Poisson's Ratio": # Poisson's ratio (unitless) return float(row[0]) - elif property == "rho": # Unit weight (N/m³) + elif property == "Density": # Unit weight (N/m³) return float(row[0]) * N / m ** 3 - elif property == "fy": # Yield strength (Pa) - return float(row[0]) * MPa # DB stores MPa as integer → convert to Pa + elif property == "Yield Strength": # Yield strength (Pa) + return float(row[0]) * MPa # DB stores MPa as integer → convert to Pa + elif property in ("fck", "fctm", "Ecm"): # Concrete properties (MPa or GPa depending on property) + return float(row[0]) + else: + raise SyntaxError(f"Unknown property '{property}' requested in table '{table}' in PlateGirderBridge._lookup_material") + except sqlite3.Error: raise LookupError(f"Error querying material database in PlateGirderBridge._lookup_material: {sqlite3.Error}") def _build_material_props(self) -> MaterialProperties: """Build a MaterialProperties from the selected girder material in basic_inputs.""" - material_name = str(self.basic_inputs.get(KEY_GIRDER, "")).strip() - e = self._lookup_material(material_name, "E") if material_name else _STEEL_FY_DEFAULT - v = self._lookup_material(material_name, "V") if material_name else _STEEL_FY_DEFAULT - rho = self._lookup_material(material_name, "rho") if material_name else _STEEL_FY_DEFAULT - fy = self._lookup_material(material_name, "fy") if material_name else _STEEL_FY_DEFAULT - # print(f"e: {e}, v: {v}, rho: {rho}, fy: {fy}") + + # Collecting Steel Grade Properties + steel_grade = str(self.basic_inputs.get(KEY_GIRDER)).strip() + e = self._lookup_material(steel_grade, "Modulus of Elasticity") + v = self._lookup_material(steel_grade, "Poisson's Ratio") + rho = self._lookup_material(steel_grade, "Density") + fy = self._lookup_material(steel_grade, "Yield Strength") + # print(f"grade: {steel_grade}, e: {e}, v: {v}, rho: {rho}, fy: {fy}") + steel_prop = SteelProperties( + grade=steel_grade, + E=e, + v=v, + rho=rho, + Fy=fy, + E0=_STEEL_E0, + b=_STEEL_B, + ) + + # Collecting Deck Concrete Properties + concrete_grade = str(self.basic_inputs.get(KEY_DECK_CONCRETE_GRADE_BASIC)).strip() + fck = self._lookup_material(concrete_grade, "fck") + fctm = self._lookup_material(concrete_grade, "fctm") + Ecm = self._lookup_material(concrete_grade, "Ecm") + # print(f"grade: {concrete_grade}, fck: {fck}, fctm: {fctm}, Ecm: {Ecm}") + concrete_prop = ConcreteProperties( + grade=concrete_grade, + fck=fck, + fctm=fctm, + Ecm=Ecm, + ) + + # Return Material Properties DTO return MaterialProperties( - material="steel", - E=e, - v=v, - rho=rho, - Fy=fy, - E0=_STEEL_E0, - b=_STEEL_B, - ) + steel_prop=steel_prop, + concrete_prop=concrete_prop + ) def _girder_section(self) -> SectionProperties: """Build a SectionProperties for the main/edge longitudinal girder from section_props.""" diff --git a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py index 6331b19ff..0fe64e5ec 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py @@ -91,7 +91,8 @@ def input_values(self): - All per-field validation, placeholders, callbacks, and material behaviour are declared here — InputDock has no key-specific logic. """ - material_values = connectdb("Material") + steel_properties = connectdb("Steel_Grade_Properties") + concrete_properies = connectdb("Concrete_Grade_Properties") return [ # ── Module marker ───────────────────────────────────────────────── @@ -185,21 +186,21 @@ def input_values(self): (KEY_SECTION_MATERIAL, DISP_TITLE_MATERIAL, TYPE_TITLE, None, True, "No Validator", {"container": "superstructure"}), - (KEY_GIRDER, KEY_DISP_GIRDER, TYPE_COMBOBOX, material_values, + (KEY_GIRDER, KEY_DISP_GIRDER, TYPE_COMBOBOX, steel_properties, True, "No Validator", { "is_material_field": True, "member_type": "Girder", }), - (KEY_CROSS_BRACING, KEY_DISP_CROSS_BRACING, TYPE_COMBOBOX, material_values, + (KEY_CROSS_BRACING, KEY_DISP_CROSS_BRACING, TYPE_COMBOBOX, steel_properties, True, "No Validator", { "is_material_field": True, "member_type": "Girder", }), - (KEY_END_DIAPHRAGM, KEY_DISP_END_DIAPHRAGM, TYPE_COMBOBOX, material_values, + (KEY_END_DIAPHRAGM, KEY_DISP_END_DIAPHRAGM, TYPE_COMBOBOX, steel_properties, True, "No Validator", { "is_material_field": True, @@ -207,7 +208,7 @@ def input_values(self): }), (KEY_DECK_CONCRETE_GRADE_BASIC, KEY_DISP_DECK_CONCRETE_GRADE, TYPE_COMBOBOX, - VALUES_DECK_CONCRETE_GRADE, True, "No Validator", + concrete_properies, True, "No Validator", { "default": DEFAULTS_DICT.get(KEY_DECK_CONCRETE_GRADE_BASIC), "is_material_field": True, diff --git a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields_additional_input.py b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields_additional_input.py index 5ee3c662c..f6040c4b3 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields_additional_input.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields_additional_input.py @@ -27,7 +27,7 @@ VALUES_WEB_TYPE, VALUES_RAILING_TYPE, VALUES_WEARING_COAT_MATERIAL, - VALUES_YES_NO, + VALUES_NO_YES, STIFFENER_DETAILS_DEFAULTS, ) @@ -1724,7 +1724,7 @@ "id": "intermediate_stiffener", "label": "Intermediate Stiffener:", "type": "combo", - "choices": VALUES_YES_NO, + "choices": VALUES_NO_YES, "bind": "intermediate_combo", }, { diff --git a/src/osdagbridge/core/data/ResourceFiles/Intg_osdag.sql b/src/osdagbridge/core/data/ResourceFiles/Intg_osdag.sql index c26a04a2a..041c9a3cc 100644 --- a/src/osdagbridge/core/data/ResourceFiles/Intg_osdag.sql +++ b/src/osdagbridge/core/data/ResourceFiles/Intg_osdag.sql @@ -62,42 +62,64 @@ INSERT INTO Angle_Pitch VALUES(10,125,20,2,45,50,NULL); INSERT INTO Angle_Pitch VALUES(11,150,20,2,55,55,NULL); INSERT INTO Angle_Pitch VALUES(13,200,30,2,75,75,NULL); INSERT INTO Angle_Pitch VALUES(12,200,20,3,55,55,55); -CREATE TABLE IF NOT EXISTS "Material" ( - "Material Name" TEXT, +CREATE TABLE IF NOT EXISTS "Steel_Grade_Properties" ( + "Grade" TEXT NOT NULL UNIQUE, "Yield Strength" INTEGER, "Ultimate Tensile Strength" INTEGER, "Modulus of Elasticity" INTEGER, "Poisson's Ratio" NUMERIC, "Density" INTEGER ); -INSERT INTO Material VALUES('E 250A',250,410,200,0.3,78500); -INSERT INTO Material VALUES('E 250BR',250,410,200,0.3,78500); -INSERT INTO Material VALUES('E 250B0',250,410,200,0.3,78500); -INSERT INTO Material VALUES('E 250C',250,410,200,0.3,78500); -INSERT INTO Material VALUES('E 275A',275,430,200,0.3,78500); -INSERT INTO Material VALUES('E 275BR',275,430,200,0.3,78500); -INSERT INTO Material VALUES('E 275B0',275,430,200,0.3,78500); -INSERT INTO Material VALUES('E 275C',275,430,200,0.3,78500); -INSERT INTO Material VALUES('E 300A',300,440,200,0.3,78500); -INSERT INTO Material VALUES('E 300BR',300,440,200,0.3,78500); -INSERT INTO Material VALUES('E 300B0',300,440,200,0.3,78500); -INSERT INTO Material VALUES('E 300C',300,440,200,0.3,78500); -INSERT INTO Material VALUES('E 350A',350,490,200,0.3,78500); -INSERT INTO Material VALUES('E 350BR',350,490,200,0.3,78500); -INSERT INTO Material VALUES('E 350B0',350,490,200,0.3,78500); -INSERT INTO Material VALUES('E 350C',350,490,200,0.3,78500); -INSERT INTO Material VALUES('E 410A',410,540,200,0.3,78500); -INSERT INTO Material VALUES('E 410BR',410,540,200,0.3,78500); -INSERT INTO Material VALUES('E 410B0',410,540,200,0.3,78500); -INSERT INTO Material VALUES('E 410C',410,540,200,0.3,78500); -INSERT INTO Material VALUES('E 450A',450,570,200,0.3,78500); -INSERT INTO Material VALUES('E 450BR',450,570,200,0.3,78500); -INSERT INTO Material VALUES('E 550A',550,650,200,0.3,78500); -INSERT INTO Material VALUES('E 550BR',550,650,200,0.3,78500); -INSERT INTO Material VALUES('E 600A',600,730,200,0.3,78500); -INSERT INTO Material VALUES('E 600BR',600,730,200,0.3,78500); -INSERT INTO Material VALUES('E 650A',650,780,200,0.3,78500); -INSERT INTO Material VALUES('E 650BR',650,780,200,0.3,78500); +INSERT INTO Steel_Grade_Properties VALUES('E 250A',250,410,200,0.3,78500); +INSERT INTO Steel_Grade_Properties VALUES('E 250BR',250,410,200,0.3,78500); +INSERT INTO Steel_Grade_Properties VALUES('E 250B0',250,410,200,0.3,78500); +INSERT INTO Steel_Grade_Properties VALUES('E 250C',250,410,200,0.3,78500); +INSERT INTO Steel_Grade_Properties VALUES('E 275A',275,430,200,0.3,78500); +INSERT INTO Steel_Grade_Properties VALUES('E 275BR',275,430,200,0.3,78500); +INSERT INTO Steel_Grade_Properties VALUES('E 275B0',275,430,200,0.3,78500); +INSERT INTO Steel_Grade_Properties VALUES('E 275C',275,430,200,0.3,78500); +INSERT INTO Steel_Grade_Properties VALUES('E 300A',300,440,200,0.3,78500); +INSERT INTO Steel_Grade_Properties VALUES('E 300BR',300,440,200,0.3,78500); +INSERT INTO Steel_Grade_Properties VALUES('E 300B0',300,440,200,0.3,78500); +INSERT INTO Steel_Grade_Properties VALUES('E 300C',300,440,200,0.3,78500); +INSERT INTO Steel_Grade_Properties VALUES('E 350A',350,490,200,0.3,78500); +INSERT INTO Steel_Grade_Properties VALUES('E 350BR',350,490,200,0.3,78500); +INSERT INTO Steel_Grade_Properties VALUES('E 350B0',350,490,200,0.3,78500); +INSERT INTO Steel_Grade_Properties VALUES('E 350C',350,490,200,0.3,78500); +INSERT INTO Steel_Grade_Properties VALUES('E 410A',410,540,200,0.3,78500); +INSERT INTO Steel_Grade_Properties VALUES('E 410BR',410,540,200,0.3,78500); +INSERT INTO Steel_Grade_Properties VALUES('E 410B0',410,540,200,0.3,78500); +INSERT INTO Steel_Grade_Properties VALUES('E 410C',410,540,200,0.3,78500); +INSERT INTO Steel_Grade_Properties VALUES('E 450A',450,570,200,0.3,78500); +INSERT INTO Steel_Grade_Properties VALUES('E 450BR',450,570,200,0.3,78500); +INSERT INTO Steel_Grade_Properties VALUES('E 550A',550,650,200,0.3,78500); +INSERT INTO Steel_Grade_Properties VALUES('E 550BR',550,650,200,0.3,78500); +INSERT INTO Steel_Grade_Properties VALUES('E 600A',600,730,200,0.3,78500); +INSERT INTO Steel_Grade_Properties VALUES('E 600BR',600,730,200,0.3,78500); +INSERT INTO Steel_Grade_Properties VALUES('E 650A',650,780,200,0.3,78500); +INSERT INTO Steel_Grade_Properties VALUES('E 650BR',650,780,200,0.3,78500); +CREATE TABLE IF NOT EXISTS "Concrete_Grade_Properties" ( + "Grade" TEXT NOT NULL UNIQUE, + "fck" REAL NOT NULL, + "fctm" REAL NOT NULL, + "Ecm" REAL NOT NULL +); +INSERT INTO Concrete_Grade_Properties VALUES('M15',15.0,1.6,27.0); +INSERT INTO Concrete_Grade_Properties VALUES('M20',20.0,1.9,29.0); +INSERT INTO Concrete_Grade_Properties VALUES('M25',25.0,2.2,30.0); +INSERT INTO Concrete_Grade_Properties VALUES('M30',30.0,2.5,31.0); +INSERT INTO Concrete_Grade_Properties VALUES('M35',35.0,2.8,32.0); +INSERT INTO Concrete_Grade_Properties VALUES('M40',40.0,3.0,33.0); +INSERT INTO Concrete_Grade_Properties VALUES('M45',45.0,3.3,34.0); +INSERT INTO Concrete_Grade_Properties VALUES('M50',50.0,3.5,35.0); +INSERT INTO Concrete_Grade_Properties VALUES('M55',55.0,3.7,36.0); +INSERT INTO Concrete_Grade_Properties VALUES('M60',60.0,4.0,37.0); +INSERT INTO Concrete_Grade_Properties VALUES('M65',65.0,4.4,38.0); +INSERT INTO Concrete_Grade_Properties VALUES('M70',70.0,4.5,38.0); +INSERT INTO Concrete_Grade_Properties VALUES('M75',75.0,4.7,39.0); +INSERT INTO Concrete_Grade_Properties VALUES('M80',80.0,4.8,40.0); +INSERT INTO Concrete_Grade_Properties VALUES('M85',85.0,4.9,40.0); +INSERT INTO Concrete_Grade_Properties VALUES('M90',90.0,5.0,41.0); CREATE TABLE IF NOT EXISTS "Bolt_fy_fu" ( `Property_Class` NUMERIC, `Diameter_min` INTEGER, @@ -1375,26 +1397,4 @@ INSERT INTO Angles VALUES(196,'150 x 90 x 15',26.66,33.9,150.0,90.0,15.0,12.0,4. INSERT INTO Angles VALUES(197,'200 x 100 x 15',33.86,43.1,200.0,100.0,15.0,15.0,4.8,7.17,2.23,1770.0,303.0,0.25,1870.0,196.0,6.41,2.65,6.6,2.13,138.0,39.0,241.0,72.9,32.0,'IS808_Rev',NULL); INSERT INTO Angles VALUES(198,'200 x 150 x 15',39.75,50.6,200.0,150.0,15.0,15.0,4.8,6.22,3.75,2030.0,988.0,0.5,2490.0,530.0,6.34,4.42,7.02,3.24,147.0,87.8,268.0,157.0,37.6,'IS808_Rev',NULL); INSERT INTO Angles VALUES(199,'200 x 150 x 18',47.21,60.1,200.0,150.0,18.0,15.0,4.8,6.34,3.86,2390.0,1150.0,0.5,2920.0,623.0,6.3,4.38,6.97,3.22,175.0,103.0,317.0,187.0,64.5,'IS808_Rev',NULL); -CREATE TABLE IF NOT EXISTS "Concrete_Grade_Properties" ( - "Grade" TEXT NOT NULL UNIQUE, - "fck" REAL NOT NULL, - "fctm" REAL NOT NULL, - "Ecm" REAL NOT NULL -); -INSERT INTO Concrete_Grade_Properties VALUES('M15',15.0,1.6,27.0); -INSERT INTO Concrete_Grade_Properties VALUES('M20',20.0,1.9,29.0); -INSERT INTO Concrete_Grade_Properties VALUES('M25',25.0,2.2,30.0); -INSERT INTO Concrete_Grade_Properties VALUES('M30',30.0,2.5,31.0); -INSERT INTO Concrete_Grade_Properties VALUES('M35',35.0,2.8,32.0); -INSERT INTO Concrete_Grade_Properties VALUES('M40',40.0,3.0,33.0); -INSERT INTO Concrete_Grade_Properties VALUES('M45',45.0,3.3,34.0); -INSERT INTO Concrete_Grade_Properties VALUES('M50',50.0,3.5,35.0); -INSERT INTO Concrete_Grade_Properties VALUES('M55',55.0,3.7,36.0); -INSERT INTO Concrete_Grade_Properties VALUES('M60',60.0,4.0,37.0); -INSERT INTO Concrete_Grade_Properties VALUES('M65',65.0,4.4,38.0); -INSERT INTO Concrete_Grade_Properties VALUES('M70',70.0,4.5,38.0); -INSERT INTO Concrete_Grade_Properties VALUES('M75',75.0,4.7,39.0); -INSERT INTO Concrete_Grade_Properties VALUES('M80',80.0,4.8,40.0); -INSERT INTO Concrete_Grade_Properties VALUES('M85',85.0,4.9,40.0); -INSERT INTO Concrete_Grade_Properties VALUES('M90',90.0,5.0,41.0); COMMIT; diff --git a/src/osdagbridge/core/utils/common.py b/src/osdagbridge/core/utils/common.py index a0217d9a3..2b0e015ea 100644 --- a/src/osdagbridge/core/utils/common.py +++ b/src/osdagbridge/core/utils/common.py @@ -90,18 +90,6 @@ # Canonical footpath options used across UI + CAD/code clauses. VALUES_FOOTPATH = ["None", "Single Side", "Both Sides"] -VALUES_MATERIAL = [ - "E 250A", "E 250BR", "E 250B0", "E 250C", - "E 275A", "E 275BR", "E 275B0", "E 275C", - "E 300A", "E 300BR", "E 300B0", "E 300C", - "E 350A", "E 350BR", "E 350B0", "E 350C", - "E 410A", "E 410BR", "E 410B0", "E 410C", - "E 450A", "E 450BR", - "E 550A", "E 550BR", - "E 600A", "E 600BR", - "E 650A", "E 650BR", -] - # Validation limits SPAN_MIN = 20.0 SPAN_MAX = 45.0 @@ -221,11 +209,6 @@ # Value Lists for Additional Inputs VALUES_NO_YES = ["No", "Yes"] -VALUES_DECK_CONCRETE_GRADE = [ - "M 15", "M 20", "M 25", "M 30", "M 35", "M 40", "M 45", "M 50", - "M 55", "M 60", "M 65", "M 70", "M 75", "M 80", - "M 85", "M 90", -] VALUES_REINF_MATERIAL = ["Fe 415", "Fe 500", "Fe 550"] VALUES_REINF_SIZE = ["8", "10", "12", "16", "20", "25", "32"] VALUES_CRASH_BARRIER_TYPE = [ @@ -290,7 +273,7 @@ "bearing_thickness_mode": VALUES_PROFILE_SCOPE[0], "bearing_thickness_value": SAIL_APPROVED_THICKNESS_VALUES[0], "bearing_outstand_mm": "", - "intermediate_stiffener": VALUES_YES_NO[0], + "intermediate_stiffener": VALUES_NO_YES[0], "intermediate_spacing_mm": "NA", "intermediate_outstand_mm": "", "longitudinal_stiffener": VALUES_LONGITUDINAL_STIFFENER[0], @@ -327,9 +310,39 @@ } KEY_TERRAIN_TYPE = ["plain", "obstructed"] +from pathlib import Path +import sqlite3 +_DB_PATH = Path(__file__).resolve().parents[1] / "data" / "ResourceFiles" / "Intg_osdag.sqlite" + +def connectdb(table_name: str) -> list[str]: + """ + Fetches all grade designations from the Grade column of the given table. + + Parameters + ---------- + table_name : str + Name of the table to query. + + Returns + ------- + list[str] + List of grade strings (e.g. ["M15", "M20", ...]). + + Raises + ------ + LookupError + If the database is not found or the query fails. + """ + if not _DB_PATH.exists(): + raise LookupError(f"Material database not found at {_DB_PATH} in get_grades") + + try: + con = sqlite3.connect(_DB_PATH) + cur = con.cursor() + cur.execute(f'SELECT Grade FROM {table_name}') + rows = cur.fetchall() + con.close() + return [row[0] for row in rows] + except sqlite3.Error as e: + raise LookupError(f"Error querying database in connectdb(): {e}") -def connectdb(table_name, popup=None): - """Mock database connection - returns sample data.""" - if table_name == "Material": - return VALUES_MATERIAL - return [] diff --git a/src/osdagbridge/desktop/ui/dialogs/material_properties.py b/src/osdagbridge/desktop/ui/dialogs/material_properties.py index 95ba43e7a..f1b5d0f4b 100644 --- a/src/osdagbridge/desktop/ui/dialogs/material_properties.py +++ b/src/osdagbridge/desktop/ui/dialogs/material_properties.py @@ -10,8 +10,9 @@ from osdagbridge.desktop.ui.utils.custom_titlebar import CustomTitleBar from osdagbridge.desktop.ui.dialogs.custom_messagebox import CustomMessageBox, MessageBoxType from osdagbridge.desktop.ui.docks.dock_utils import apply_field_style -from osdagbridge.core.utils.common import VALUES_MATERIAL, VALUES_DECK_CONCRETE_GRADE, KEY_GIRDER, KEY_CROSS_BRACING, KEY_END_DIAPHRAGM +from osdagbridge.core.utils.common import connectdb, KEY_GIRDER, KEY_CROSS_BRACING, KEY_END_DIAPHRAGM +concrete_properies = connectdb("Concrete_Grade_Properties") DIALOG_TITLE_MATERIAL_PROPERTIES = "Enter Custom Properties" CUSTOM_MATERIAL_PREFIX = "Cus_" @@ -366,7 +367,7 @@ def _build_fields_form(self): def _is_deck_material(self, material_name: str) -> bool: normalized = (material_name or "").strip() - return normalized in VALUES_DECK_CONCRETE_GRADE + return normalized in concrete_properies def _defaults_for_material(self, material_name): if self.is_deck_material: From 9c881aa36dee5cfd2b1334b3b1cb2ecc7b98b57b Mon Sep 17 00:00:00 2001 From: mhsuhail00 Date: Wed, 25 Mar 2026 23:21:10 +0530 Subject: [PATCH 133/225] Rename output checkbox text and size --- .../bridge_types/plate_girder/ui_fields.py | 4 +- .../desktop/resources/resources_rc.py | 224 +++++++++--------- .../desktop/resources/themes/lightstyle.qss | 2 +- .../desktop/ui/docks/output_dock.py | 6 +- .../desktop/ui/utils/combobox_utils.py | 87 ++++++- 5 files changed, 205 insertions(+), 118 deletions(-) diff --git a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py index 0fe64e5ec..b052dc725 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/ui_fields.py @@ -233,7 +233,9 @@ def output_values(self, flag=None): (KEY_ANALYSIS_FORCES, None, # None = no label TYPE_CHECKBOX_GRID, - [["Vx","Tx","Dx"], ["Vy","Ty","Dy"], ["Vz","Tz","Dz"]], + [["Fx","Vy","Vz"], + ["Tx","My","Mz"], + ["Dx","Dy","Dz"]], True, "No Validator", {"exclusive": True}), (KEY_ANALYSIS_DISPLAY_OPTIONS, None, # label goes on the groupbox title instead diff --git a/src/osdagbridge/desktop/resources/resources_rc.py b/src/osdagbridge/desktop/resources/resources_rc.py index 9f73a0546..de7958227 100644 --- a/src/osdagbridge/desktop/resources/resources_rc.py +++ b/src/osdagbridge/desktop/resources/resources_rc.py @@ -6,86 +6,86 @@ from PySide6 import QtCore qt_resource_data = b"\ -\x00\x00\x04\xd8\ +\x00\x00\x04\xd7\ (\ -\xb5/\xfd`\xe8\x14u&\x00&,\x88 \xd0\x5c7\ -\x98j\xfb\xe6\xb5.\xc56n\x15\xd6t\x0a+\x9d\xc1\ -\x15\x8e\x8a\xa8\xc6\xde/\xa3\xd4\xd3\xcb\x80\x12\x85\x00~\ -\x00|\x00\x17\xcav1\xab\xc8b,\xfa\xcc\xc8[\xc7\ -\x91\x9a/s\xf3\xeeV2\xd3\x92S\xa4\xe8\x16\x11\xf8\ -X-\xd6\xfe2\x15?f,a\xa4\x04\xdeel\xb1\ -\xa8\x8d\xf7\xc4\x99\x5c\x894t\x99\xbb\xf0xk\xe9V\ -\xba\xf9\x14\xc4\x9a\xaa\xe2\x9b!\xdf\x9a>Hp\x90\xe2\ -u@\x8c#\x14\x80\x00 \x900\xb8I\xa4\xa9h.\ -\x9a\xca\xe7\x09\xb9\xc9s\xcbw\xd2p(\x18P\xc75\ -\x17}_&\xf4\x81&Q\xc85#\x8cc(\x96P\ -\xc7\xdd\x01\x81\x89\x1b\x12\x014D\x95\xa8'\xa9\x89\xfa\ -M\xadY\xfe\x16d\xea\x9d\xf77\x05\xb2\xa5\x11\x09-\ -~+\xd1\x11l>\xbd{\x92\x96U\xe6\xe3\x8b\x8do\ -aU\xc7q[E\xd6W9T{\xac\xae\x8c7\x15\ 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-\x00\x00\x00z\x00\x00\x00\x00\x00\x01\x00\x00\x05\x92\ +\x00\x00\x00z\x00\x00\x00\x00\x00\x01\x00\x00\x05\x91\ \x00\x00\x01\x9b\x13\xd0_\xa8\ -\x00\x00\x02\x9c\x00\x00\x00\x00\x00\x01\x00\x00R\x01\ +\x00\x00\x02\x9c\x00\x00\x00\x00\x00\x01\x00\x00R\x00\ \x00\x00\x01\x9b\x13E\x179\ -\x00\x00\x02\xe8\x00\x00\x00\x00\x00\x01\x00\x00WY\ +\x00\x00\x02\xe8\x00\x00\x00\x00\x00\x01\x00\x00WX\ \x00\x00\x01\x9b\x13E\x17;\ -\x00\x00\x01R\x00\x00\x00\x00\x00\x01\x00\x00$\x09\ +\x00\x00\x01R\x00\x00\x00\x00\x00\x01\x00\x00$\x08\ \x00\x00\x01\x9b\x13E\x179\ -\x00\x00\x00\xe4\x00\x00\x00\x00\x00\x01\x00\x00\x1b\xff\ +\x00\x00\x00\xe4\x00\x00\x00\x00\x00\x01\x00\x00\x1b\xfe\ \x00\x00\x01\x9b\x13E\x179\ -\x00\x00\x01*\x00\x00\x00\x00\x00\x01\x00\x00!\x0b\ +\x00\x00\x01*\x00\x00\x00\x00\x00\x01\x00\x00!\x0a\ \x00\x00\x01\x9di#\xc4\x14\ -\x00\x00\x02\x1c\x00\x00\x00\x00\x00\x01\x00\x00 QVBox outer.addWidget(lbl) columns = values if isinstance(values, list) else [] - all_cbs: list[QCheckBox] = [] + all_cbs: list[RichCheckBox] = [] num_cols = len(columns) grid = QGridLayout() @@ -425,7 +425,7 @@ def _make_checkbox_grid(self, key: str, label: str, values, meta: dict) -> QVBox for row in range(num_rows): for col, col_items in enumerate(columns): if row < len(col_items): - cb = QCheckBox(str(col_items[row])) + cb = RichCheckBox(str(col_items[row])) all_cbs.append(cb) grid.addWidget(cb, row, col, alignment=Qt.AlignCenter) diff --git a/src/osdagbridge/desktop/ui/utils/combobox_utils.py b/src/osdagbridge/desktop/ui/utils/combobox_utils.py index a4b6584ef..2543dae74 100644 --- a/src/osdagbridge/desktop/ui/utils/combobox_utils.py +++ b/src/osdagbridge/desktop/ui/utils/combobox_utils.py @@ -88,4 +88,89 @@ def leaveEvent(self, event): Reset cursor when leaving the dropdown. """ self.setCursor(Qt.ArrowCursor) - super().leaveEvent(event) \ No newline at end of file + super().leaveEvent(event) + +from PySide6.QtWidgets import QCheckBox, QLabel, QHBoxLayout + +#---------------------------------------------------------------------------------- +# To create a checkbox with text that supports HTML formatting (e.g. subscripts) +#---------------------------------------------------------------------------------- +from PySide6.QtWidgets import QCheckBox, QStyleOptionButton, QStyle, QApplication +from PySide6.QtGui import QPainter, QTextDocument +from PySide6.QtCore import Qt, QSize, QPoint + + +class RichCheckBox(QCheckBox): + def __init__(self, text="", parent=None): + super().__init__("", parent) # Keep native text empty + self._rich_text = text + + def setText(self, text: str): + self._rich_text = text + self.updateGeometry() + self.update() + + def text(self) -> str: + return self._rich_text + + def _doc(self) -> QTextDocument: + """Build a QTextDocument from the rich text.""" + doc = QTextDocument() + doc.setDefaultFont(self.font()) + doc.setHtml(self._rich_text) + return doc + + def sizeHint(self) -> QSize: + doc = self._doc() + # Ideal (unconstrained) size of the HTML content + doc.setTextWidth(-1) + text_size = doc.size() + + opt = QStyleOptionButton() + self.initStyleOption(opt) + + # Width of the native checkbox indicator + indicator_w = self.style().pixelMetric( + QStyle.PM_IndicatorWidth, opt, self + ) + spacing = self.style().pixelMetric( + QStyle.PM_CheckBoxLabelSpacing, opt, self + ) + + w = indicator_w + spacing + int(text_size.width()) + h = max( + self.style().pixelMetric(QStyle.PM_IndicatorHeight, opt, self), + int(text_size.height()), + ) + return QSize(w + 4, h + 4) + + def paintEvent(self, event): + painter = QPainter(self) + painter.setRenderHint(QPainter.Antialiasing) + + opt = QStyleOptionButton() + self.initStyleOption(opt) + + # --- 1. Draw ONLY the checkbox indicator (no text) --- + opt.text = "" + indicator_rect = self.style().subElementRect( + QStyle.SE_CheckBoxIndicator, opt, self + ) + opt.rect = indicator_rect + self.style().drawControl(QStyle.CE_CheckBox, opt, painter, self) + + # --- 2. Draw rich text with QTextDocument --- + indicator_w = self.style().pixelMetric(QStyle.PM_IndicatorWidth, opt, self) + spacing = self.style().pixelMetric(QStyle.PM_CheckBoxLabelSpacing, opt, self) + + text_x = indicator_w + spacing + text_y = (self.height() - int(self._doc().size().height())) // 2 + + painter.save() + painter.translate(QPoint(text_x, text_y)) + + doc = self._doc() + doc.setTextWidth(self.width() - text_x) + doc.drawContents(painter) + + painter.restore() \ No newline at end of file From 096d7b0d61a430644d6a80645a28767406d6c07c Mon Sep 17 00:00:00 2001 From: Aditya-Donde Date: Wed, 1 Apr 2026 14:39:46 +0530 Subject: [PATCH 134/225] added plotly plots in osdagbridge core added plotly plots in osdagbridge core --- .../bridge_types/plate_girder/defaults.py | 2 +- .../plate_girder/plategirderbridge.py | 40 + .../bridge_types/plate_girder/plots_widget.py | 1292 +++++------------ src/osdagbridge/desktop/ui/plots_UI.py | 281 ++++ src/osdagbridge/desktop/ui/template_page.py | 15 +- 5 files changed, 665 insertions(+), 965 deletions(-) create mode 100644 src/osdagbridge/desktop/ui/plots_UI.py diff --git a/src/osdagbridge/core/bridge_types/plate_girder/defaults.py b/src/osdagbridge/core/bridge_types/plate_girder/defaults.py index 6805f53eb..847e0b7b5 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/defaults.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/defaults.py @@ -30,7 +30,7 @@ DEFAULT_SPAN_M = 33.5 DEFAULT_CARRIAGEWAY_WIDTH_M = 10.0 DEFAULT_MEDIAN_WIDTH_M = 0.0 -DEFAULT_NO_OF_GIRDERS = 4 +DEFAULT_NO_OF_GIRDERS = 6 DEFAULT_DECK_THICKNESS_MM = float(IS_DEFAULT_DECK_THICKNESS_MM) DEFAULT_GIRDER_SYMMETRY = "Girder Symmetric" DEFAULT_SKEW_ANGLE_DEG = 0.0 diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py index 64552312b..2d032343d 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/plategirderbridge.py @@ -13,6 +13,13 @@ ) from .initial_sizing import BridgeConfigurationSolver, DEFAULT_FOOTPATH_WIDTH from .analyser import BridgeGrillageModel +from .analysis_results import PlateGirderAnalysisResults +from .plots_widget import ( + build_figure_sfd, + build_figure_bmd, + build_figure_bmd_contour, + build_nodes_members, +) from osdagbridge.core.utils.common import ( KEY_STRUCTURE_TYPE, @@ -561,6 +568,39 @@ def analyze(self): return self.grillage_model.analyze() + # ───────────────────────────────────────────────────────────────────────── + # Plotting + # ───────────────────────────────────────────────────────────────────────── + + def get_results_dataset(self): + """Return the xarray Dataset of analysis results.""" + return self.grillage_model.model.get_results() + + def get_available_loadcases(self) -> list[str]: + """Return sorted list of loadcase name strings from the results dataset.""" + results = self.get_results_dataset() + handler = PlateGirderAnalysisResults(dataset=results, bridge=self.grillage_model) + return [str(lc) for lc in handler.get_available_loadcases()] + + def get_nodes_members(self) -> tuple[dict, dict]: + """Return (nodes, members) dicts built from the active openseespy model.""" + return build_nodes_members() + + def build_figure_sfd(self, ds, force_key: str) -> str: + """Build and return Plotly SFD figure JSON for the given dataset slice and force key.""" + nodes, members = self.get_nodes_members() + return build_figure_sfd(ds, force_key, nodes, members) + + def build_figure_bmd(self, ds, force_key: str) -> tuple[str, dict]: + """Build and return (Plotly BMD figure JSON, summary_data) for the given dataset slice.""" + nodes, members = self.get_nodes_members() + return build_figure_bmd(ds, force_key, nodes, members) + + def build_figure_bmd_contour(self, ds, force_key: str) -> str: + """Build and return Plotly BMD contour figure JSON for the given dataset slice.""" + nodes, members = self.get_nodes_members() + return build_figure_bmd_contour(ds, force_key, nodes, members) + # ───────────────────────────────────────────────────────────────────────── # Helpers # ───────────────────────────────────────────────────────────────────────── diff --git a/src/osdagbridge/core/bridge_types/plate_girder/plots_widget.py b/src/osdagbridge/core/bridge_types/plate_girder/plots_widget.py index d596d0027..87178f994 100644 --- a/src/osdagbridge/core/bridge_types/plate_girder/plots_widget.py +++ b/src/osdagbridge/core/bridge_types/plate_girder/plots_widget.py @@ -1,19 +1,6 @@ - -import sys -import openseespy.opensees as ops -from pathlib import Path -from PySide6.QtWidgets import ( - QApplication, QWidget, QVBoxLayout, QHBoxLayout, - QRadioButton, QButtonGroup, QLabel, QComboBox, QCheckBox -) -from PySide6.QtWebEngineWidgets import QWebEngineView -from PySide6.QtCore import QUrl - -import xarray as xr import numpy as np import plotly.graph_objects as go - -from osdagbridge.core.bridge_types.plate_girder.analyser import BridgeGrillageModel +import openseespy.opensees as ops FORCE_MAP = { "Fx": ("Vx_i", "Vx_j"), @@ -24,96 +11,107 @@ "Mz": ("Mz_i", "Mz_j"), } -bridge = BridgeGrillageModel() -bridge.create_model() -bridge.create_self_weight_load() -bridge.create_deck_load() -bridge.create_wearing_course_load() -bridge.create_footpath_load() -bridge.create_crash_barrier_load() -bridge.create_railing_load() -bridge.create_median_load() -bridge.analyze() - -results = bridge.model.get_results() - -# results = convert_object_to_float(girder_results) - - -LOADCASES = [ - "girder self weight", - "Deck slab load", - "Wearing course self weight", - "Footpath load", - "Crash barrier load", - "Railing load", - "Median load", -] - -ds_all = results - - -def get_ds(loadcase): - return ds_all.sel(Loadcase=loadcase) - - # ============================================================ -# TEMP HTML (single file, overwritten) -''' -TEMP_HTML = ( - Path(__file__).resolve() - .parent.parent.parent # (file → dir → parent → parent) - / "temp_files" - / "temp_plot.html" -) -TEMP_HTML = str(TEMP_HTML) -''' - -# Base directory (same as your logic) -BASE_DIR = ( - Path(__file__).resolve() - .parent.parent.parent +# UNIFIED SCENE & CAMERA CONFIGURATION +# ============================================================ +# Used by all 3 plots so the camera never jumps when switching dropdowns +SHARED_SCENE = dict( + camera=dict( + up=dict(x=0, y=1, z=0), + center=dict(x=0, y=0, z=0), + eye=dict(x=0, y=0.1, z=2.5) # Perfect front elevation + ), + xaxis=dict( + title=dict(text="Span Length", font=dict(size=12, color="black")), + showbackground=False, showgrid=True, gridcolor="rgba(100, 100, 100, 0.15)", + zeroline=False, showline=True, linecolor="black", linewidth=2, + ticks="outside", tickfont=dict(size=11, color="black"), + visible=True, showspikes=False + ), + zaxis=dict( + title=dict(text="Bridge Width", font=dict(size=12, color="black")), + showbackground=False, showgrid=True, gridcolor="rgba(100, 100, 100, 0.15)", + zeroline=False, showline=True, linecolor="black", linewidth=2, + ticks="outside", tickfont=dict(size=11, color="black"), + autorange="reversed", visible=True, showspikes=False + ), + yaxis=dict( + showbackground=False, showgrid=False, zeroline=False, + visible=False, showspikes=False + ), + aspectmode='data', ) -# Ensure temp_files directory exists -TEMP_DIR = BASE_DIR / "temp_files" -TEMP_DIR.mkdir(parents=True, exist_ok=True) - -# Final HTML file path -TEMP_HTML = TEMP_DIR / "temp_plot.html" - -# If you really need string -TEMP_HTML = str(TEMP_HTML) - -# COMMON IMPORTS (unchanged) +def build_nodes_members(): + """Build nodes and members dicts from the active openseespy model.""" + nodes = { + int(n): list(map(float, ops.nodeCoord(n))) + for n in ops.getNodeTags() + } + members = { + int(e): list(map(int, ops.eleNodes(e))) + for e in ops.getEleTags() + } + return nodes, members + + +def add_grillage_background(fig, nodes_dict, members_dict): + x_grill, y_grill, z_grill = [], [], [] + for ele_tag, (n1, n2) in members_dict.items(): + x1, _, z1 = nodes_dict[n1] + x2, _, z2 = nodes_dict[n2] + x_grill.extend([x1, x2, None]) + y_grill.extend([0, 0, None]) + z_grill.extend([z1, z2, None]) + + fig.add_trace(go.Scatter3d( + x=x_grill, y=y_grill, z=z_grill, mode='lines', + line=dict(color='darkgrey', width=2), opacity=0.9, + hoverinfo='skip', showlegend=False + )) + +def add_coordinate_triad(fig, nodes, scale=0.10): + xs = [coord[0] for coord in nodes.values()] + ys = [coord[1] for coord in nodes.values()] + zs = [coord[2] for coord in nodes.values()] + + span_x = max(xs) - min(xs) + span_z = max(zs) - min(zs) + span = max(span_x, span_z) + if span == 0: span = 5000 + + L = span * scale + ox, oy, oz = min(xs), min(ys), min(zs) + + cad_colors = {'X': '#FF4136', 'Y': '#2ECC40', 'Z': '#0074D9'} + + def draw_axis(axis_name, end_pt, vec, color): + fig.add_trace(go.Scatter3d( + x=[ox, end_pt[0]], y=[oy, end_pt[1]], z=[oz, end_pt[2]], + mode='lines', line=dict(color=color, width=5), hoverinfo='skip', showlegend=False + )) + fig.add_trace(go.Cone( + x=[end_pt[0]], y=[end_pt[1]], z=[end_pt[2]], u=[vec[0]], v=[vec[1]], w=[vec[2]], + sizemode="absolute", sizeref=L*0.2, anchor="tail", showscale=False, hoverinfo='skip', + colorscale=[[0, color], [1, color]] + )) -# LOAD NODES & ELEMENT CONNECTIVITY (unchanged) + draw_axis('X', [ox + L, oy, oz], [L, 0, 0], cad_colors['X']) + draw_axis('Y', [ox, oy + L, oz], [0, L, 0], cad_colors['Y']) + draw_axis('Z', [ox, oy, oz + L], [0, 0, L], cad_colors['Z']) + fig.add_trace(go.Scatter3d( + x=[ox + L*1.2, ox, ox], y=[oy, oy + L*1.2, oy], z=[oz, oz, oz + L*1.2], + mode='text', text=['X', 'Y', 'Z'], + textfont=dict(color=[cad_colors['X'], cad_colors['Y'], cad_colors['Z']], size=13, family="Arial Black, sans-serif"), + hoverinfo='skip', showlegend=False + )) -# -------------------------------------------------- -# Extract all nodes from in-memory OpenSees model -# ................................................... # ============================================================ -# BUILD GEOMETRY ONCE (NO FILES, NO EXEC) +# SFD # ============================================================ - -# Node coordinates -nodes = { - int(n): list(map(float, ops.nodeCoord(n))) - for n in ops.getNodeTags() -} - -# Element connectivity -members = { - int(e): list(map(int, ops.eleNodes(e))) - for e in ops.getEleTags() -} - - -# ============================================================ -# SFD (UNCHANGED) -def build_figure_sfd(ds, force_key): +def build_figure_sfd(ds, force_key, nodes, members): def find_component(name): for c in ds["Component"].values: if c.lower() == name.lower(): @@ -121,287 +119,131 @@ def find_component(name): return None comp_i_name, comp_j_name = FORCE_MAP[force_key] - comp_i = find_component(comp_i_name) comp_j = find_component(comp_j_name) def get_force(elem, comp): return float(ds["forces"].sel(Element=elem, Component=comp).values) - # GIRDER GROUPING - Z_TOL = 3 # decimals for grouping (important!) - + Z_TOL = 3 node_z = {} for n in ops.getNodeTags(): z = float(ops.nodeCoord(n)[2]) node_z[int(n)] = round(z, Z_TOL) - from collections import defaultdict + from collections import defaultdict girders = defaultdict(list) for ele in ops.getEleTags(): n1, n2 = map(int, ops.eleNodes(ele)) - - z1 = node_z[n1] - z2 = node_z[n2] - - # only longitudinal members (same Z at both ends) + z1, z2 = node_z[n1], node_z[n2] if z1 == z2: girders[z1].append(int(ele)) - # BUILD GIRDER POLYLINES def build_polyline(elem_list, comp_i, comp_j): xs, ys, zs, vals, node_ids = [], [], [], [], [] - for e in elem_list: n1, n2 = members[e] x1, y1, z1 = nodes[n1] - - xs.append(x1) - ys.append(y1) - zs.append(z1) + xs.append(x1); ys.append(y1); zs.append(z1) vals.append(round(get_force(e, comp_i), 3)) node_ids.append(n1) - # Last end node last_e = elem_list[-1] n1, n2 = members[last_e] x2, y2, z2 = nodes[n2] - - xs.append(x2) - ys.append(y2) - zs.append(z2) + xs.append(x2); ys.append(y2); zs.append(z2) vals.append(round(get_force(last_e, comp_j), 3)) node_ids.append(n2) - return np.array(xs), np.array(ys), np.array(zs), np.array(vals), node_ids - # ===================== 3D STEPPED SFD ===================== - fig_sfd = go.Figure() - - # girder_spacing = 3.0 - - for i, (gid, elems) in enumerate(girders.items()): - + add_grillage_background(fig_sfd, nodes, members) + add_coordinate_triad(fig_sfd, nodes) + + master_base_x, master_base_y, master_base_z = [], [], [] + master_shear_x, master_shear_y, master_shear_z = [], [], [] + master_hover_text = [] + master_cliff_x, master_cliff_y, master_cliff_z = [], [], [] + master_label_x, master_label_y, master_label_z, master_label_text = [], [], [], [] + + sorted_girders = sorted(girders.items(), key=lambda item: item[0]) + for i, (z_val, elems) in enumerate(sorted_girders): + girder_name = f"G{i+1}" xs, ys, zs, vy, node_ids = build_polyline(elems, comp_i, comp_j) - Vy = vy.astype(float) - - # use real Z from coordinates file - z_base = np.mean(zs) # or zs[0] + z_base = np.mean(zs) if max(Vy) - min(Vy) == 0: - shear_scale = 0.1 * abs((max(xs) - min(xs)) / (max(Vy) - 0)) - + shear_scale = 1.0 if max(Vy) == 0 else 0.25 * abs((max(xs) - min(xs)) / max(Vy)) else: - shear_scale = 0.1 * abs((max(xs) - min(xs)) / (max(Vy) - min(Vy))) - - # ---------- BASELINE (GROUND) ------------- - fig_sfd.add_trace(go.Scatter3d( - x=xs, - y=[0] * len(xs), - z=zs, # [z_base] * len(xs), - mode="lines", - line=dict(color="green", width=3), - hoverinfo="skip", - showlegend=False - )) + shear_scale = 0.25 * abs((max(xs) - min(xs)) / (max(Vy) - min(Vy))) - # ---------- STEPPED SHEAR (MOUNTAINS) ---------- x_step = np.repeat(xs, 2)[1:-1] Vy_step = np.repeat(Vy[:-1], 2) - y_step = Vy_step * shear_scale z_step = [z_base] * len(y_step) - fig_sfd.add_trace(go.Scatter3d( - x=x_step, - y=y_step, - z=z_step, - mode="lines", - line=dict(color="blue", width=6), - hoverinfo="text", - text=[ - # f"Girder {gid}" - f"
Node {nid}" - f"
X = {x:.3f}" - f"
{force_key} = {v:.3f}" - for x, v, nid in zip(x_step, Vy_step, np.repeat(node_ids, 2)[1:-1]) - ], - showlegend=False + fig_sfd.add_trace(go.Surface( + x=[x_step, x_step], y=[np.zeros(len(y_step)), y_step], z=[z_step, z_step], + surfacecolor=[[1]*len(y_step), [1]*len(y_step)], colorscale=[[0, 'blue'], [1, 'blue']], + opacity=0.2, showscale=False, hoverinfo="skip" )) - # ---------- VERTICAL WALLS (CLIFFS) ---------- + master_base_x.extend(list(xs) + [None]) + master_base_y.extend([0] * len(xs) + [None]) + master_base_z.extend(list(zs) + [None]) - for xi, vyi in zip(xs, Vy): - if xi == xs[-1]: - fig_sfd.add_trace(go.Scatter3d( - x=[xi, xi], - y=[0, -vyi * shear_scale], - z=[z_base, z_base], - mode="lines", - line=dict(color="blue", width=4), - hoverinfo="skip", - showlegend=False - - )) - # skip end nodes - else: - fig_sfd.add_trace(go.Scatter3d( - x=[xi, xi], - y=[0, vyi * shear_scale], - z=[z_base, z_base], - mode="lines", - line=dict(color="blue", width=4), - hoverinfo="skip", - showlegend=False - - )) - # fig_bmd = go.Figure() - # ------------ SUPPORT GEOMETRY ----------- - L = max(xs) - min(xs) - h = 0.0199 * L # support height - w = 0.006 * L # support half-width - r = 0.0025 * L # roller radius - # ---------- PIN SUPPORT (START NODE) ---------- - x0, z0 = xs[0], zs[0] - - fig_sfd.add_trace(go.Scatter3d( - x=[x0 - w, x0, x0 + w, x0 - w], - y=[-h, 0, -h, -h], - z=[z0, z0, z0, z0], - mode="lines", - line=dict(color="green", width=5), - showlegend=False, - hoverinfo="skip" - )) - # ===== PIN SUPPORT BASE (GROUND + HATCH) ===== - n_hatch = 6 - hatch_len = 0.15 * h - - # ground line - fig_sfd.add_trace(go.Scatter3d( - x=[x0 - 1.3 * w, x0 + 1.3 * w], - y=[-h, -h], - z=[z_base, z_base], - mode="lines", - line=dict(color="green", width=4), - showlegend=False, - hoverinfo="skip" - )) + master_shear_x.extend(list(x_step) + [None]) + master_shear_y.extend(list(y_step) + [None]) + master_shear_z.extend(list(z_step) + [None]) - # hatch lines - xs_hatch = np.linspace(x0 - 1.2 * w, x0 + 1.2 * w, n_hatch) - - for xh in xs_hatch: - fig_sfd.add_trace(go.Scatter3d( - x=[xh - 0.04 * w, xh + 0.04 * w], - y=[-h, -h - hatch_len], - z=[z_base, z_base], - mode="lines", - line=dict(color="green", width=2), - showlegend=False, - hoverinfo="skip" - )) - - # --------ROLLER SUPPORT(END NODE)-------------- - x1, z1 = xs[-1], zs[-1] - - # Triangle - fig_sfd.add_trace(go.Scatter3d( - x=[x1 - w, x1, x1 + w, x1 - w], - y=[-h, 0, -h, -h], - z=[z1, z1, z1, z1], - mode="lines", - line=dict(color="green", width=5), - showlegend=False, - hoverinfo="skip" - )) - Yb = -h # base of triangle - - # Rollers (two wheels) - theta = np.linspace(0, 2 * np.pi, 60) - - for dx in [-w / 2, w / 2]: - fig_sfd.add_trace(go.Scatter3d( - x=x1 + dx + r * np.cos(theta), - y=(Yb - r) + r * np.sin(theta), # tangent to triangle base - z=[z1] * len(theta), - mode="lines", - line=dict(color="green", width=5), - showlegend=False, - hoverinfo="skip" - )) - # ===== ROLLER SUPPORT BASE (GROUND + HATCH) ===== - # ===== ROLLER SUPPORT BASE (TANGENT TO ROLLERS) ===== - n_hatch = 6 - hatch_len = 0.15 * h - - y_ground = Yb - 2 * r # tangent to roller bottom - - # ground line - fig_sfd.add_trace(go.Scatter3d( - x=[x1 - 1.3 * w, x1 + 1.3 * w], - y=[y_ground, y_ground], - z=[z_base, z_base], - mode="lines", - line=dict(color="green", width=4), - showlegend=False, - hoverinfo="skip" - )) - - # hatch lines - xs_hatch = np.linspace(x1 - 1.2 * w, x1 + 1.2 * w, n_hatch) + hover_strings = [f"
Node {nid}
X = {x:.2f}
{force_key} = {v:.2f}" + for x, v, nid in zip(x_step, Vy_step, np.repeat(node_ids, 2)[1:-1])] + master_hover_text.extend(hover_strings + [None]) - for xh in xs_hatch: - fig_sfd.add_trace(go.Scatter3d( - x=[xh - 0.04 * w, xh + 0.04 * w], - y=[y_ground, y_ground - hatch_len], - z=[z_base, z_base], - mode="lines", - line=dict(color="green", width=2), - showlegend=False, - hoverinfo="skip" - )) + for xi, vyi in zip(xs, Vy): + master_cliff_x.extend([xi, xi, None]) + master_cliff_z.extend([z_base, z_base, None]) + master_cliff_y.extend([0, -vyi * shear_scale if xi == xs[-1] else vyi * shear_scale, None]) + + master_label_x.append(xs[0]) + master_label_y.append(0) + master_label_z.append(zs[0]) + master_label_text.append(girder_name) + + fig_sfd.add_trace(go.Scatter3d( + x=master_base_x, y=master_base_y, z=master_base_z, mode="lines", + line=dict(color="green", width=3), hoverinfo="skip", showlegend=False + )) + fig_sfd.add_trace(go.Scatter3d( + x=master_shear_x, y=master_shear_y, z=master_shear_z, mode="lines", + line=dict(color="blue", width=6), hoverinfo="text", text=master_hover_text, showlegend=False + )) + fig_sfd.add_trace(go.Scatter3d( + x=master_cliff_x, y=master_cliff_y, z=master_cliff_z, mode="lines", + line=dict(color="blue", width=4), hoverinfo="skip", showlegend=False + )) + fig_sfd.add_trace(go.Scatter3d( + x=master_label_x, y=master_label_y, z=master_label_z, mode="text", + text=master_label_text, textposition="middle left", textfont=dict(size=11, color="black"), + showlegend=False, hoverinfo="skip" + )) fig_sfd.update_layout( - title="3D Shear Force Diagram", - scene=dict( - - xaxis=dict( - showbackground=False, showticklabels=False, title="", showspikes=False - # - - ), - yaxis=dict( - showbackground=False, showticklabels=False, title="", showspikes=False - # - ), - zaxis=dict( - showbackground=False, showticklabels=False, title="", showspikes=False, autorange="reversed" - # - - ), - - aspectmode="data", - camera=dict( - eye=dict(x=1.6, y=1.2, z=1.6), - up=dict(x=0, y=1, z=0) - ), - - ), - margin=dict(l=0, r=0, t=40, b=0) + uirevision="constant_view", + hoverlabel=dict(bgcolor="#E6F2FF", font_size=12, font_color="#2C3E50", bordercolor="#BBD6EE", namelength=-1), + scene=SHARED_SCENE, + margin=dict(l=0, r=0, t=40, b=0), + paper_bgcolor="white", plot_bgcolor="white" ) - fig_sfd.write_html(TEMP_HTML, include_plotlyjs=True, full_html=True) + return fig_sfd.to_json() # ============================================================ -# BMD - - -def build_figure_bmd(ds, force_key): - # LOAD INTERNAL FORCES (NETCDF) +# BMD +# ============================================================ +def build_figure_bmd(ds, force_key, nodes, members): def find_component(name): for c in ds["Component"].values: if c.lower() == name.lower(): @@ -415,344 +257,168 @@ def find_component(name): def get_force(elem, comp): return float(ds["forces"].sel(Element=elem, Component=comp).values) - Z_TOL = 3 # decimals for grouping (important!) - + Z_TOL = 3 node_z = {} for n in ops.getNodeTags(): z = float(ops.nodeCoord(n)[2]) node_z[int(n)] = round(z, Z_TOL) - from collections import defaultdict + from collections import defaultdict girders = defaultdict(list) for ele in ops.getEleTags(): n1, n2 = map(int, ops.eleNodes(ele)) - - z1 = node_z[n1] - z2 = node_z[n2] - - # only longitudinal members (same Z at both ends) + z1, z2 = node_z[n1], node_z[n2] if z1 == z2: girders[z1].append(int(ele)) - # BUILD GIRDER POLYLINES def build_polyline(elem_list, comp_i, comp_j): xs, ys, zs, vals, node_ids = [], [], [], [], [] - for e in elem_list: n1, n2 = members[e] x1, y1, z1 = nodes[n1] - xs.append(x1) - ys.append(y1) - zs.append(z1) + xs.append(x1); ys.append(y1); zs.append(z1) vals.append(round(get_force(e, comp_i), 3)) node_ids.append(n1) - print(f"Element list: {elem_list}") - # Last end node + last_e = elem_list[-1] n1, n2 = members[last_e] x2, y2, z2 = nodes[n2] - - xs.append(x2) - ys.append(y2) - zs.append(z2) + xs.append(x2); ys.append(y2); zs.append(z2) vals.append(round(get_force(last_e, comp_j), 3)) node_ids.append(n2) - return np.array(xs), np.array(ys), np.array(zs), np.array(vals), node_ids - # PLOTLY 3D BMD INTERACTIVE fig_bmd = go.Figure() - ''' - xfull=[] - mzfull =[] - for gid, elems in girders.items(): - xs, ys, zs, mz, node_ids = build_polyline(elems, Mz_i, Mz_j) - xfull.extend(xs) - mzfull.extend(mz) - diffxfull = max(xfull)-min(xfull) - diffmzfull = max(mzfull)-min(mzfull) - #factormz= abs(diffmzfull/diffxfull)*0.2 - ''' - for gid, elems in girders.items(): - xs, ys, zs, mz, node_ids = build_polyline(elems, comp_i, comp_j) - if max(mz) - min(mz) == 0: - factormz = 0.1 * abs((max(xs) - min(xs)) / (max(mz) - 0)) + add_grillage_background(fig_bmd, nodes, members) + add_coordinate_triad(fig_bmd, nodes) + master_line_x, master_line_y, master_line_z = [], [], [] + master_base_x, master_base_y, master_base_z = [], [], [] + master_max_x, master_max_y, master_max_z = [], [], [] + master_min_x, master_min_y, master_min_z = [], [], [] + master_hover_text, master_label_x, master_label_y, master_label_z, master_label_text = [], [], [], [], [] - else: - factormz = 0.1 * abs((max(xs) - min(xs)) / (max(mz) - min(mz))) - y_plot = mz * factormz # * 0.05 # moment scale - hover_text = [ - f"Node {nid}
X = {x:.3f}
{force_key} = {v:.3f}
Z = {z:.3f}" - for nid, x, v, z in zip(node_ids, xs, mz, zs) - ] - - fig_bmd.add_trace(go.Scatter3d( - x=xs, - y=y_plot, - z=zs, - mode='lines+markers', - line=dict(color="red", width=4), - marker=dict(size=3, color="red"), - # name=f"Girder {gid}", - showlegend=False, - text=hover_text, - hoverinfo="text" - )) + summary_data = {} - # baseline - fig_bmd.add_trace(go.Scatter3d( - x=[xs[0], xs[-1]], # first and last node X - y=[0, 0], # Mz = 0 baseline - z=[zs[0], zs[0]], # same girder elevation - mode='lines', - line=dict( - color="green", - width=3, - dash='solid' - ), - showlegend=False, - hoverinfo='skip' - )) - - fig_bmd.add_trace(go.Scatter3d( - x=[xs[np.argmax(mz)], xs[np.argmax(mz)]], - y=[0, max(mz) * factormz], - z=[zs[0]] * 2, - mode="lines", - line=dict(color="black", width=3), - legendgroup="max_lines", - showlegend=False, - visible=False, # start OFF - hoverinfo="skip" - )) + sorted_girders = sorted(girders.items(), key=lambda item: item[0]) + for i, (gid, elems) in enumerate(sorted_girders): + girder_name = f"G{i+1}" + xs, ys, zs, mz, node_ids = build_polyline(elems, comp_i, comp_j) - fig_bmd.add_trace(go.Scatter3d( - x=[xs[np.argmin(mz)]] * 2, - y=[0, min(mz) * factormz], - z=[zs[0]] * 2, - mode="lines", - line=dict(color="black", width=3), - legendgroup="min_lines", - showlegend=False, - visible=False, # start OFF - hoverinfo="skip" - )) + if max(mz) - min(mz) == 0: + factormz = 1.0 if max(mz) == 0 else 0.1 * abs((max(xs) - min(xs)) / max(mz)) + else: + factormz = 0.1 * abs((max(xs) - min(xs)) / (max(mz) - min(mz))) - # ------------ SUPPORT GEOMETRY ----------- - L = max(xs) - min(xs) - h = 0.0399 * L # support height - w = 0.015 * L # support half-width - r = 0.005 * L # roller radius - - # ---------- PIN SUPPORT (START NODE) ---------- - x0, z0 = xs[0], zs[0] - - fig_bmd.add_trace(go.Scatter3d( - x=[x0 - w, x0, x0 + w, x0 - w], - y=[-h, 0, -h, -h], - z=[z0, z0, z0, z0], - mode="lines", - line=dict(color="green", width=5), - showlegend=False, - hoverinfo="skip" - )) - n_hatch = 6 - hatch_len = 0.15 * h - - # ground line - fig_bmd.add_trace(go.Scatter3d( - x=[x0 - 1.3 * w, x0 + 1.3 * w], - y=[-h, -h], - z=[z0, z0], - mode="lines", - line=dict(color="green", width=4), - showlegend=False, - hoverinfo="skip" - )) + y_plot = mz * factormz - # hatch lines - xs_hatch = np.linspace(x0 - 1.2 * w, x0 + 1.2 * w, n_hatch) - - for xh in xs_hatch: - fig_bmd.add_trace(go.Scatter3d( - x=[xh - 0.04 * w, xh + 0.04 * w], - y=[-h, -h - hatch_len], - z=[z0, z0], - mode="lines", - line=dict(color="green", width=2), - showlegend=False, - hoverinfo="skip" - )) - # --------ROLLER SUPPORT(END NODE)-------------- - x1, z1 = xs[-1], zs[-1] - - # Triangle - fig_bmd.add_trace(go.Scatter3d( - x=[x1 - w, x1, x1 + w, x1 - w], - y=[-h, 0, -h, -h], - z=[z1, z1, z1, z1], - mode="lines", - line=dict(color="green", width=5), - showlegend=False, - hoverinfo="skip" - )) - Yb = -h # base of triangle - - # Rollers (two wheels) - theta = np.linspace(0, 2 * np.pi, 60) - - for dx in [-w / 2, w / 2]: - fig_bmd.add_trace(go.Scatter3d( - x=x1 + dx + r * np.cos(theta), - y=(Yb - r) + r * np.sin(theta), # tangent to triangle base - z=[z1] * len(theta), - mode="lines", - line=dict(color="green", width=5), - showlegend=False, - hoverinfo="skip" - )) - n_hatch = 6 - hatch_len = 0.15 * h - - y_ground = Yb - 2 * r # tangent to roller bottom - - # ground line - fig_bmd.add_trace(go.Scatter3d( - x=[x1 - 1.3 * w, x1 + 1.3 * w], - y=[y_ground, y_ground], - z=[z1, z1], - mode="lines", - line=dict(color="green", width=4), - showlegend=False, - hoverinfo="skip" + fig_bmd.add_trace(go.Surface( + x=[xs, xs], y=[np.zeros(len(xs)), y_plot], z=[zs, zs], + surfacecolor=[[1]*len(xs), [1]*len(xs)], colorscale=[[0, 'red'], [1, 'red']], + opacity=0.2, showscale=False, hoverinfo="skip" )) - # hatch lines - xs_hatch = np.linspace(x1 - 1.2 * w, x1 + 1.2 * w, n_hatch) - - for xh in xs_hatch: - fig_bmd.add_trace(go.Scatter3d( - x=[xh - 0.04 * w, xh + 0.04 * w], - y=[y_ground, y_ground - hatch_len], - z=[z1, z1], - mode="lines", - line=dict(color="green", width=2), - showlegend=False, - hoverinfo="skip" - )) - - # pad = 0.01*(max(xfull) - min(xfull)) - # pad2 = 0.01*(max(mzfull) - min(mzfull)) - - max_idx = [i for i, t in enumerate(fig_bmd.data) if t.legendgroup == "max_lines"] - min_idx = [i for i, t in enumerate(fig_bmd.data) if t.legendgroup == "min_lines"] + master_line_x.extend(list(xs) + [None]) + master_line_y.extend(list(y_plot) + [None]) + master_line_z.extend(list(zs) + [None]) + + hover_text = [f"Node {nid}
X = {x:.2f}
{force_key} = {v:.2f}
Z = {z:.2f}" for nid, x, v, z in zip(node_ids, xs, mz, zs)] + master_hover_text.extend(hover_text + [None]) + + master_base_x.extend([xs[0], xs[-1], None]) + master_base_y.extend([0, 0, None]) + master_base_z.extend([zs[0], zs[0], None]) + + master_label_x.append(xs[0]) + master_label_y.append(0) + master_label_z.append(zs[0]) + master_label_text.append(girder_name) + + idx_max, max_val = np.argmax(mz), max(mz) + master_max_x.extend([xs[idx_max], xs[idx_max], None]) + master_max_y.extend([0, max_val * factormz, None]) + master_max_z.extend([zs[0], zs[0], None]) + + idx_min, min_val = np.argmin(mz), min(mz) + master_min_x.extend([xs[idx_min], xs[idx_min], None]) + master_min_y.extend([0, min_val * factormz, None]) + master_min_z.extend([zs[0], zs[0], None]) + + summary_data[girder_name] = {"max": max_val, "min": min_val} + + # ========================================================= + # HUD GENERATOR + # ========================================================= + hud_text = "Extreme Values (N mm)
" + hud_text += "-" * 44 + "
" + + h_girder = "Girder".ljust(6).replace(" ", " ") + h_max = "Max".rjust(14).replace(" ", " ") + h_min = "Min".rjust(14).replace(" ", " ") + + hud_text += f"{h_girder} | {h_max} | {h_min}
" + hud_text += "-" * 44 + "
" + + for girder, vals in summary_data.items(): + g_str = girder.ljust(6).replace(" ", " ") + max_str = f"{vals['max']:.2f}".rjust(14).replace(" ", " ") + min_str = f"{vals['min']:.2f}".rjust(14).replace(" ", " ") + hud_text += f"{g_str} | {max_str} | {min_str}
" + + fig_bmd.add_trace(go.Scatter3d( + x=master_line_x, y=master_line_y, z=master_line_z, mode='lines', line=dict(color="red", width=4), + showlegend=False, text=master_hover_text, hoverinfo="text" + )) + fig_bmd.add_trace(go.Scatter3d( + x=master_base_x, y=master_base_y, z=master_base_z, mode='lines', + line=dict(color="green", width=3, dash='solid'), showlegend=False, hoverinfo='skip' + )) + fig_bmd.add_trace(go.Scatter3d( + x=master_label_x, y=master_label_y, z=master_label_z, mode="text", text=master_label_text, + textposition="middle left", textfont=dict(size=11, color="black"), showlegend=False, hoverinfo="skip" + )) + fig_bmd.add_trace(go.Scatter3d( + x=master_max_x, y=master_max_y, z=master_max_z, mode="lines", line=dict(color="black", width=3), + legendgroup="max_lines", showlegend=False, visible=False, hoverinfo="skip" + )) + fig_bmd.add_trace(go.Scatter3d( + x=master_min_x, y=master_min_y, z=master_min_z, mode="lines", line=dict(color="black", width=3), + legendgroup="min_lines", showlegend=False, visible=False, hoverinfo="skip" + )) fig_bmd.update_layout( + uirevision="constant_view", + annotations=[ + dict( + x=0.02, y=0.98, xref="paper", yref="paper", text=hud_text, showarrow=False, + bgcolor="rgba(33, 37, 43, 0.85)", bordercolor="rgba(255, 255, 255, 0.2)", + borderwidth=1, borderpad=12, + font=dict(family="Consolas, 'Courier New', monospace", size=12, color="white"), + align="left", visible=False + ) + ], + hoverlabel=dict(bgcolor="#FFE4E1", font_size=12, font_color="#2C3E50", bordercolor="#CBD5E1", namelength=-1), updatemenus=[ dict( - type="buttons", - direction="right", - x=0.5, - y=1.15, - showactive=True, - active=-1, + type="buttons", direction="right", x=0.5, y=1.15, showactive=True, active=-1, buttons=[ - # -------- MAX TOGGLE -------- - dict( - label="MAX", - method="update", - - # OFF → ON - args=[{ - "visible": [ - True if t.legendgroup == "max_lines" else t.visible - for t in fig_bmd.data - ] - }], - - # ON → OFF - args2=[{ - "visible": [ - False if t.legendgroup == "max_lines" else t.visible - for t in fig_bmd.data - ] - }] - ), - - # -------- MIN TOGGLE -------- - dict( - label="MIN", - method="update", - - # OFF → ON - args=[{ - "visible": [ - True if t.legendgroup == "min_lines" else t.visible - for t in fig_bmd.data - ] - }], - - # ON → OFF - args2=[{ - "visible": [ - False if t.legendgroup == "min_lines" else t.visible - for t in fig_bmd.data - ] - }] - ), + dict(label="MAX", method="update", args=[{"visible": [True if t.legendgroup == "max_lines" else t.visible for t in fig_bmd.data]}], args2=[{"visible": [False if t.legendgroup == "max_lines" else t.visible for t in fig_bmd.data]}]), + dict(label="MIN", method="update", args=[{"visible": [True if t.legendgroup == "min_lines" else t.visible for t in fig_bmd.data]}], args2=[{"visible": [False if t.legendgroup == "min_lines" else t.visible for t in fig_bmd.data]}]), + dict(label="SUMMARY", method="relayout", args=[{"annotations[0].visible": True}], args2=[{"annotations[0].visible": False}]), ] ) ], - title="Interactive 3D BMD", - - scene=dict( - - camera=dict( - # eye=dict(x=2.5, y=1, z=10), # pull camera along X - up=dict(x=0, y=0.5, z=0), - # center=dict(x=0, y=0, z=0), - # projection=dict(type="orthographic") - ), - xaxis=dict( - title="girder length", - # range=[min(xfull) - pad, max(xfull) + pad], - showbackground=False, # removes YZ plane - showgrid=False, - zeroline=False, - visible=False - ), - yaxis=dict( - # range=[min(mzfull) - 0.25 * (max(mzfull) - min(mzfull)),max(mzfull) + 0.25 * (max(mzfull) - min(mzfull))], - title="Mz values", - # range = [min(mzfull)-pad2,max(mzfull)+pad2], - showbackground=True, # - backgroundcolor="rgba(200,200,200,0.15)", - showgrid=False, - zeroline=False, - visible=False # showaxis line, keep plane - ), - zaxis=dict( - showbackground=False, # removes XY plane - showgrid=False, - zeroline=False, - visible=False, - autorange="reversed" - ), - aspectmode='data', - - ), - - # legend=dict(title="Girders") + scene=SHARED_SCENE, + paper_bgcolor="white", plot_bgcolor="white", margin=dict(l=0, r=0, t=40, b=0) ) - - fig_bmd.write_html(TEMP_HTML, include_plotlyjs=True, full_html=True) + return fig_bmd.to_json(), summary_data # ============================================================ # BMD CONTOUR -def build_figure_bmd_contour(ds, force_key): +# ============================================================ +def build_figure_bmd_contour(ds, force_key, nodes, members): def find_component(name): for c in ds["Component"].values: if c.lower() == name.lower(): @@ -766,55 +432,36 @@ def find_component(name): def get_force(elem, comp): return float(ds["forces"].sel(Element=elem, Component=comp).values) - # ------------------------------------------------------------- - # GIRDER GROUPING - # ------------------------------------------------------------- - Z_TOL = 3 # decimals for grouping (important!) - + Z_TOL = 3 node_z = {} for n in ops.getNodeTags(): z = float(ops.nodeCoord(n)[2]) node_z[int(n)] = round(z, Z_TOL) - from collections import defaultdict + from collections import defaultdict girders = defaultdict(list) for ele in ops.getEleTags(): n1, n2 = map(int, ops.eleNodes(ele)) - - z1 = node_z[n1] - z2 = node_z[n2] - - # only longitudinal members (same Z at both ends) + z1, z2 = node_z[n1], node_z[n2] if z1 == z2: girders[z1].append(int(ele)) - # ------------------------------------------------------------- - # BUILD GIRDER POLYLINE - # ------------------------------------------------------------- def build_polyline(elem_list, comp_i, comp_j): xs, ys, zs, mz, node_ids = [], [], [], [], [] - for e in elem_list: n1, n2 = members[e] x1, y1, z1 = nodes[n1] - - xs.append(x1) - ys.append(y1) - zs.append(z1) + xs.append(x1); ys.append(y1); zs.append(z1) mz.append(round(get_force(e, comp_i), 3)) node_ids.append(n1) last_e = elem_list[-1] n1, n2 = members[last_e] x2, y2, z2 = nodes[n2] - - xs.append(x2) - ys.append(y2) - zs.append(z2) + xs.append(x2); ys.append(y2); zs.append(z2) mz.append(round(get_force(last_e, comp_j), 3)) node_ids.append(n2) - return np.array(xs), np.array(ys), np.array(zs), np.array(mz), node_ids xfull, mzfull = [], [] @@ -823,351 +470,72 @@ def build_polyline(elem_list, comp_i, comp_j): xfull.extend(xs) mzfull.extend(mz) - # moment_scale = 0.2 * abs(dx / dmz) # visual-only scale - - # ------------------------------------------------------------- - # FIGURE - # ------------------------------------------------------------- fig = go.Figure() + add_grillage_background(fig, nodes, members) + add_coordinate_triad(fig, nodes) + + master_drop_x, master_drop_y, master_drop_z, master_drop_color, master_drop_text = [], [], [], [], [] + master_base_x, master_base_y, master_base_z = [], [], [] - for gid, elems in girders.items(): + sorted_girders = sorted(girders.items(), key=lambda item: item[0]) + for i, (gid, elems) in enumerate(sorted_girders): + girder_name = f"G{i+1}" xs, ys, zs, mz, node_ids = build_polyline(elems, comp_i, comp_j) - if max(mz) - min(mz) == 0: - moment_scale = 0.1 * abs((max(xs) - min(xs)) / (max(mz) - 0)) + if max(mz) - min(mz) == 0: + moment_scale = 1.0 if max(mz) == 0 else 0.1 * abs((max(xs) - min(xs)) / max(mz)) else: moment_scale = 0.1 * abs((max(xs) - min(xs)) / (max(mz) - min(mz))) - y_plot = mz * moment_scale - - # -------- CONTOUR-STYLE BMD LINE -------- - fig.add_trace(go.Scatter3d( - x=xs, - y=y_plot, - z=zs, - mode="lines", - line=dict( - width=6, - color=mz, # color by Mz - colorscale="Jet", - cmin=min(mzfull), - cmax=max(mzfull) - ), - showlegend=False, - hoverinfo="text", - text=[ - f"Node {nid}
X={x:.3f}
{force_key}={v:.3f}" - for nid, x, v in zip(node_ids, xs, mz) - ] - )) - # -------- BASELINE (Mz = 0) -------- - fig.add_trace(go.Scatter3d( - x=[xs[0], xs[-1]], - y=[0, 0], - z=[zs[0], zs[0]], - mode="lines", - line=dict(color="green", width=3), - hoverinfo="skip", - showlegend=False - )) - - # ---------- DROPLINES FROM BASELINE TO BMD ---------- - for xi, zi, mzi in zip(xs, zs, mz): - fig.add_trace(go.Scatter3d( - x=[xi, xi], - y=[0, mzi * moment_scale], # baseline → BMD - z=[zi, zi], - mode="lines", - line=dict( - width=4, - color=[mzi, mzi], # same color as contour - colorscale="Jet", - cmin=min(mzfull), - cmax=max(mzfull) - ), - showlegend=False, - hoverinfo="skip" - )) - - # ------------ SUPPORT GEOMETRY ----------- - L = max(xs) - min(xs) - h = 0.0399 * L # support height - w = 0.015 * L # support half-width - r = 0.005 * L # roller radius - - # ---------- PIN SUPPORT (FIRST NODE) ---------- - x0, z0 = xs[0], zs[0] - - fig.add_trace(go.Scatter3d( - x=[x0 - w, x0, x0 + w, x0 - w], - y=[-h, 0, -h, -h], - z=[z0, z0, z0, z0], - mode="lines", - line=dict(color="green", width=5), - showlegend=False, - hoverinfo="skip" - )) - - # ---------- ROLLER SUPPORT (LAST NODE) ---------- - x1, z1 = xs[-1], zs[-1] + y_plot = mz * moment_scale - # Triangle - fig.add_trace(go.Scatter3d( - x=[x1 - w, x1, x1 + w, x1 - w], - y=[-h, 0, -h, -h], - z=[z1, z1, z1, z1], - mode="lines", - line=dict(color="green", width=5), - showlegend=False, - hoverinfo="skip" + fig.add_trace(go.Surface( + x=[xs, xs], y=[np.zeros(len(xs)), y_plot], z=[zs, zs], + surfacecolor=[mz, mz], colorscale="Jet", cmin=min(mzfull), cmax=max(mzfull), + opacity=0.4, showscale=False, hoverinfo="skip" )) - Yb = -h # base of triangle - theta = np.linspace(0, 2 * np.pi, 60) - - # Two rollers - for dxr in [-w / 2, w / 2]: - fig.add_trace(go.Scatter3d( - x=x1 + dxr + r * np.cos(theta), - y=(Yb - r) + r * np.sin(theta), - z=[z1] * len(theta), - mode="lines", - line=dict(color="green", width=5), - showlegend=False, - hoverinfo="skip" - )) - n_hatch = 6 - hatch_len = 0.15 * h - - # ground line fig.add_trace(go.Scatter3d( - x=[x0 - 1.3 * w, x0 + 1.3 * w], - y=[-h, -h], - z=[z0, z0], - mode="lines", - line=dict(color="green", width=4), - showlegend=False, - hoverinfo="skip" + x=xs, y=y_plot, z=zs, mode="lines+markers", + line=dict(width=6, color=mz, colorscale="Jet", cmin=min(mzfull), cmax=max(mzfull)), + marker=dict(size=12, opacity=0), + showlegend=False, text=[f"Node {nid}
X={x:.2f}
{force_key}={v:.2f}" for nid, x, v in zip(node_ids, xs, mz)], + hoverinfo="text" )) - # hatch lines - xs_hatch = np.linspace(x0 - 1.2 * w, x0 + 1.2 * w, n_hatch) - - for xh in xs_hatch: - fig.add_trace(go.Scatter3d( - x=[xh - 0.04 * w, xh + 0.04 * w], - y=[-h, -h - hatch_len], - z=[z0, z0], - mode="lines", - line=dict(color="green", width=2), - showlegend=False, - hoverinfo="skip" - )) - - y_ground = Yb - 2 * r # tangent to roller bottom - - # ground line fig.add_trace(go.Scatter3d( - x=[x1 - 1.3 * w, x1 + 1.3 * w], - y=[y_ground, y_ground], - z=[z1, z1], - mode="lines", - line=dict(color="green", width=4), - showlegend=False, - hoverinfo="skip" + x=[xs[0]], y=[0], z=[zs[0]], mode="text", text=[f"{girder_name}"], + textposition="middle left", textfont=dict(size=14, color="black"), + showlegend=False, hoverinfo="skip" )) - # hatch lines - xs_hatch = np.linspace(x1 - 1.2 * w, x1 + 1.2 * w, n_hatch) - - for xh in xs_hatch: - fig.add_trace(go.Scatter3d( - x=[xh - 0.04 * w, xh + 0.04 * w], - y=[y_ground, y_ground - hatch_len], - z=[z1, z1], - mode="lines", - line=dict(color="green", width=2), - showlegend=False, - hoverinfo="skip" - )) - - # LAYOUT (POST-PROCESSOR STYLE) + master_base_x.extend([xs[0], xs[-1], None]) + master_base_y.extend([0, 0, None]) + master_base_z.extend([zs[0], zs[0], None]) + + for xi, zi, mzi, nid in zip(xs, zs, mz, node_ids): + master_drop_x.extend([xi, xi, None]) + master_drop_y.extend([0, mzi * moment_scale, None]) + master_drop_z.extend([zi, zi, None]) + master_drop_color.extend([mzi, mzi, mzi]) + htext = f"Node {nid}
X={xi:.2f}
{force_key}={mzi:.2f}" + master_drop_text.extend([htext, htext, None]) + + fig.add_trace(go.Scatter3d( + x=master_base_x, y=master_base_y, z=master_base_z, mode="lines", + line=dict(color="green", width=3), hoverinfo="skip", showlegend=False + )) + fig.add_trace(go.Scatter3d( + x=master_drop_x, y=master_drop_y, z=master_drop_z, mode="lines+markers", + line=dict(width=4, color=master_drop_color, colorscale="Jet", cmin=min(mzfull), cmax=max(mzfull)), + marker=dict(size=12, opacity=0), showlegend=False, text=master_drop_text, hoverinfo="text" + )) fig.update_layout( - title="3D Bending Moment Diagram Contour View", - - scene=dict( - - camera=dict( - # eye=dict(x=2.5, y=0.15, z=10), # 👈 pull camera along X - up=dict(x=0, y=1, z=0), - # center=dict(x=0, y=0, z=0), - # projection=dict(type="orthographic") - ), - xaxis=dict( - title="girder length", - # range=[min(xfull) - pad, max(xfull) + pad], - showbackground=False, # removes YZ plane - showgrid=False, - zeroline=False, - visible=False - ), - yaxis=dict( - # range=[min(mzfull) - 0.25 * (max(mzfull) - min(mzfull)),max(mzfull) + 0.25 * (max(mzfull) - min(mzfull))], - title="Mz values", - # range = [min(mzfull)-pad2,max(mzfull)+pad2], - showbackground=True, # - backgroundcolor="rgba(200,200,200,0.15)", - showgrid=False, - zeroline=False, - visible=False # showaxis line, keep plane - ), - zaxis=dict( - showbackground=False, # removes XY plane - showgrid=False, - zeroline=False, - visible=False, - autorange="reversed" - ), - aspectmode='data', - - ), + uirevision="constant_view", + hoverlabel=dict(bgcolor="rgba(15, 23, 42, 0.95)", font_size=12, font_color="#F8F9FA", bordercolor="#0EA5E9", namelength=-1), + scene=SHARED_SCENE, + paper_bgcolor="white", plot_bgcolor="white", margin=dict(l=0, r=0, t=40, b=0) ) - fig.write_html(TEMP_HTML, include_plotlyjs=True, full_html=True) - - -# ============================================================ -# ====================== QT WIDGET -''' -class PlotWidget(QWidget): - - def __init__(self): - super().__init__() - self.setWindowTitle("Plate Girder Plots") - - layout = QVBoxLayout(self) - - top = QHBoxLayout() - self.sfd = QRadioButton("SFD") - self.bmd = QRadioButton("BMD") - self.contour = QRadioButton("BMD Contour") - - self.sfd.setChecked(True) - - group = QButtonGroup(self) - group.setExclusive(True) - group.addButton(self.sfd) - group.addButton(self.bmd) - group.addButton(self.contour) - group.buttonClicked.connect(self.update_plot) - - top.addWidget(self.sfd) - top.addWidget(self.bmd) - top.addWidget(self.contour) - - self.web = QWebEngineView() - - layout.addLayout(top) - layout.addWidget(self.web) - - self.update_plot(self.sfd) - - def update_plot(self, btn): - if btn == self.sfd: - build_figure_sfd() - elif btn == self.bmd: - build_figure_bmd() - else: - build_figure_bmd_contour() - - self.web.load(QUrl.fromLocalFile(TEMP_HTML)) -''' - - -# ====================== QT WIDGET -# ============================================================ -class PlotWidget(QWidget): - - def __init__(self): - super().__init__() - self.setWindowTitle("Plate Girder Results") - - layout = QVBoxLayout(self) - - top = QHBoxLayout() - - # ---------- LOADCASE ---------- - top.addWidget(QLabel("Load case:")) - - self.combo = QComboBox() - self.combo.addItems(LOADCASES) - self.combo.currentTextChanged.connect(self.update_plot) - top.addWidget(self.combo) - - # ---------- FORCE ---------- - top.addWidget(QLabel("Force:")) - - self.force_combo = QComboBox() - self.force_combo.addItems(list(FORCE_MAP.keys())) - self.force_combo.setCurrentText("Fy") - self.force_combo.currentTextChanged.connect(self.update_plot) - top.addWidget(self.force_combo) - - # ---------- CONTOUR ---------- - self.contour = QCheckBox("Contour (Moments only)") - self.contour.stateChanged.connect(self.update_plot) - top.addWidget(self.contour) - - top.addStretch() - - self.web = QWebEngineView() - - layout.addLayout(top) - layout.addWidget(self.web) - - self.update_plot() - - def update_plot(self): - loadcase = self.combo.currentText() - force_key = self.force_combo.currentText() - - ds = get_ds(loadcase) - - # -------- FORCE TYPE -------- - is_force = force_key.startswith("F") # Fx, Fy, Fz - is_moment = force_key.startswith("M") # Mx, My, Mz - - # -------- UI LOGIC -------- - if is_force: - # Forces → SFD, contour disabled - self.contour.blockSignals(True) - self.contour.setChecked(False) - self.contour.setEnabled(False) - self.contour.blockSignals(False) - - build_figure_sfd(ds, force_key) - - elif is_moment: - # Moments → BMD (+ optional contour) - self.contour.setEnabled(True) - - if self.contour.isChecked(): - build_figure_bmd_contour(ds, force_key) - else: - build_figure_bmd(ds, force_key) - - else: - raise ValueError(f"Unsupported force: {force_key}") - - # -------- UPDATE VIEW -------- - self.web.load(QUrl.fromLocalFile(TEMP_HTML)) - - -# ======================= MAIN -if __name__ == "__main__": - app = QApplication(sys.argv) - w = PlotWidget() - w.resize(1200, 800) - w.show() - sys.exit(app.exec()) \ No newline at end of file + return fig.to_json() diff --git a/src/osdagbridge/desktop/ui/plots_UI.py b/src/osdagbridge/desktop/ui/plots_UI.py new file mode 100644 index 000000000..89766ec7c --- /dev/null +++ b/src/osdagbridge/desktop/ui/plots_UI.py @@ -0,0 +1,281 @@ +import sys +import os +import json + +# Performance Flags: Tuned for Screen Recording / Meetings on Windows +os.environ["QT_OPENGL"] = "software" +os.environ["QTWEBENGINE_CHROMIUM_FLAGS"] = ( + "--ignore-gpu-blocklist " + "--enable-gpu-rasterization " + "--enable-webgl " + "--enable-transparent-visuals " + "--disable-software-rasterizer " + "--disable-gpu-driver-bug-workarounds" + "--use-angle=d3d11 " +) + +from PySide6.QtWidgets import ( + QApplication, QWidget, QVBoxLayout, QHBoxLayout, + QLabel, QComboBox, QCheckBox, QTableWidget, QTableWidgetItem, + QHeaderView, QPushButton, QDialog +) +from PySide6.QtWebEngineWidgets import QWebEngineView +from PySide6.QtWebEngineCore import QWebEngineSettings +from PySide6.QtCore import QUrl, Qt, QPoint, QObject, Slot, Signal +from PySide6.QtWebChannel import QWebChannel + +# --- IMPORT THE BACKEND LOGIC --- +from osdagbridge.core.bridge_types.plate_girder.plots_widget import ( + build_figure_sfd, + build_figure_bmd, + build_figure_bmd_contour, + FORCE_MAP, +) + +# ========================================================= +# THE RAM-ONLY FRONTEND +# ========================================================= +HTML_TEMPLATE = """ + + + + + + + + +