diff --git a/OsdagFrontend/.gitignore b/OsdagFrontend/.gitignore new file mode 100644 index 000000000..a547bf36d --- /dev/null +++ b/OsdagFrontend/.gitignore @@ -0,0 +1,24 @@ +# Logs +logs +*.log +npm-debug.log* +yarn-debug.log* +yarn-error.log* +pnpm-debug.log* +lerna-debug.log* + +node_modules +dist +dist-ssr +*.local + +# Editor directories and files +.vscode/* +!.vscode/extensions.json +.idea +.DS_Store +*.suo +*.ntvs* +*.njsproj +*.sln +*.sw? diff --git a/OsdagFrontend/README.md b/OsdagFrontend/README.md new file mode 100644 index 000000000..fd3b758d9 --- /dev/null +++ b/OsdagFrontend/README.md @@ -0,0 +1,12 @@ +# React + Vite + +This template provides a minimal setup to get React working in Vite with HMR and some ESLint rules. + +Currently, two official plugins are available: + +- [@vitejs/plugin-react](https://github.com/vitejs/vite-plugin-react/blob/main/packages/plugin-react/README.md) uses [Babel](https://babeljs.io/) for Fast Refresh +- [@vitejs/plugin-react-swc](https://github.com/vitejs/vite-plugin-react-swc) uses [SWC](https://swc.rs/) for Fast Refresh + +## Expanding the ESLint configuration + +If you are developing a production application, we recommend using TypeScript and enable type-aware lint rules. Check out the [TS template](https://github.com/vitejs/vite/tree/main/packages/create-vite/template-react-ts) to integrate TypeScript and [`typescript-eslint`](https://typescript-eslint.io) in your project. diff --git a/OsdagFrontend/eslint.config.js b/OsdagFrontend/eslint.config.js new file mode 100644 index 000000000..ec2b712d3 --- /dev/null +++ b/OsdagFrontend/eslint.config.js @@ -0,0 +1,33 @@ +import js from '@eslint/js' +import globals from 'globals' +import reactHooks from 'eslint-plugin-react-hooks' +import reactRefresh from 'eslint-plugin-react-refresh' + +export default [ + { ignores: ['dist'] }, + { + files: ['**/*.{js,jsx}'], + languageOptions: { + ecmaVersion: 2020, + globals: globals.browser, + parserOptions: { + ecmaVersion: 'latest', + ecmaFeatures: { jsx: true }, + sourceType: 'module', + }, + }, + plugins: { + 'react-hooks': reactHooks, + 'react-refresh': reactRefresh, + }, + rules: { + ...js.configs.recommended.rules, + ...reactHooks.configs.recommended.rules, + 'no-unused-vars': ['error', { varsIgnorePattern: '^[A-Z_]' }], + 'react-refresh/only-export-components': [ + 'warn', + { allowConstantExport: true }, + ], + }, + }, +] diff --git a/OsdagFrontend/index.html b/OsdagFrontend/index.html new file mode 100644 index 000000000..0c589eccd --- /dev/null +++ b/OsdagFrontend/index.html @@ -0,0 +1,13 @@ + + + + + + + Vite + React + + +
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+ } +} diff --git a/OsdagFrontend/package.json b/OsdagFrontend/package.json new file mode 100644 index 000000000..e763e1d79 --- /dev/null +++ b/OsdagFrontend/package.json @@ -0,0 +1,37 @@ +{ + "name": "vite-project", + "private": true, + "version": "0.0.0", + "type": "module", + "scripts": { + "dev": "vite", + "build": "vite build", + "lint": "eslint .", + "preview": "vite preview" + }, + "dependencies": { + "@react-three/drei": "^10.0.6", + "@react-three/fiber": "^9.1.2", + "axios": "^1.8.4", + "lucide-react": "^0.487.0", + "react": "^19.0.0", + "react-dom": "^19.0.0", + "react-draggable": "^4.4.6", + "react-router-dom": "^7.5.0", + "three": "^0.175.0" + }, + "devDependencies": { + "@eslint/js": "^9.21.0", + "@types/react": "^19.0.10", + "@types/react-dom": "^19.0.4", + "@vitejs/plugin-react": "^4.3.4", + "autoprefixer": "^10.4.21", + "eslint": "^9.21.0", + "eslint-plugin-react-hooks": "^5.1.0", + "eslint-plugin-react-refresh": "^0.4.19", + "globals": "^15.15.0", + "postcss": "^8.5.3", + "tailwindcss": "^3.4.17", + "vite": "^6.2.0" + } +} diff --git a/OsdagFrontend/postcss.config.js b/OsdagFrontend/postcss.config.js new file mode 100644 index 000000000..2e7af2b7f --- /dev/null +++ b/OsdagFrontend/postcss.config.js @@ -0,0 +1,6 @@ +export default { + plugins: { + tailwindcss: {}, + autoprefixer: {}, + }, +} diff --git a/OsdagFrontend/public/vite.svg b/OsdagFrontend/public/vite.svg new file mode 100644 index 000000000..e7b8dfb1b --- /dev/null +++ b/OsdagFrontend/public/vite.svg @@ -0,0 +1 @@ + \ No newline at end of file diff --git a/OsdagFrontend/src/App.css b/OsdagFrontend/src/App.css new file mode 100644 index 000000000..bd6213e1d --- /dev/null +++ b/OsdagFrontend/src/App.css @@ -0,0 +1,3 @@ +@tailwind base; +@tailwind components; +@tailwind utilities; \ No newline at end of file diff --git a/OsdagFrontend/src/App.jsx b/OsdagFrontend/src/App.jsx new file mode 100644 index 000000000..960d02358 --- /dev/null +++ b/OsdagFrontend/src/App.jsx @@ -0,0 +1,62 @@ + +// import React from 'react'; +// import { DockProvider } from './context/DockContext'; +// import InputDock from './components/InputDock'; +// import OutputDock from './components/OutputDock'; +// import CenterDock from './components/CenterDock'; +// import Endplate from './pages/Endplate'; + +// function App() { +// return ( +// +// +//
+ +//
+// +//
+ +//
+// +//
+//
+// +//
+//
+// +// ); +// } + +// export default App; + + +import React from 'react'; +import { DockProvider } from './context/DockContext'; +import InputDock from './components/InputDock'; +import OutputDock from './components/OutputDock'; +import CenterDock from './components/CenterDock'; +import Endplate from './pages/Endplate'; + +function App() { + return ( + + + +
+ +
+ +
+ +
+ +
+
+ +
+
+ + ); +} + +export default App; \ No newline at end of file diff --git a/OsdagFrontend/src/api/designAPI.js b/OsdagFrontend/src/api/designAPI.js new file mode 100644 index 000000000..5c334f3eb --- /dev/null +++ b/OsdagFrontend/src/api/designAPI.js @@ -0,0 +1,158 @@ +// import axios from 'axios'; + +// const BASE_URL = 'http://127.0.0.1:8000/api/'; + +// const handleApiError = (error) => { +// if (error.response) { +// throw error; +// } else if (error.request) { +// throw new Error('Network error - no response received'); +// } else { +// throw new Error('Error setting up request'); +// } +// }; + +// // Add timeout configuration +// const axiosConfig = { +// timeout: 30000, // 30 seconds timeout +// withCredentials: true, +// headers: { +// 'Content-Type': 'application/json' +// } +// }; + +// export const designAPI = { +// createSession: async () => { +// try { +// const response = await axios.post( +// `${BASE_URL}sessions/create/`, // Make sure this matches the URL pattern +// { module_id: 'End Plate Connection' }, +// axiosConfig +// ); +// return response.data; +// } catch (error) { +// handleApiError(error); +// } +// }, + +// submitDesign: async (designData) => { +// try { +// // Use BASE_URL instead of relative path +// const response = await axios.post( +// `${BASE_URL}design/end-plate/`, +// designData, +// axiosConfig +// ); +// return response; +// } catch (error) { +// console.error('API Error:', error); +// throw error; +// } +// }, + +// getOutput: async () => { +// try { +// const response = await axios.get( +// `${BASE_URL}design/end-plate/`, +// { +// ...axiosConfig, +// responseType: 'blob' // For handling 3D model files +// } +// ); + +// // Create blob URL from response +// const blob = new Blob([response.data], { +// type: response.headers['content-type'] +// }); +// const url = window.URL.createObjectURL(blob); + +// // Return both the blob URL and raw data +// return { +// modelUrl: url, +// data: response.data +// }; +// } catch (error) { +// handleApiError(error); +// } +// } +// }; + + +import axios from 'axios'; + +const BASE_URL = 'http://127.0.0.1:8000/api/'; + +const handleApiError = (error) => { + if (error.response) { + throw error; + } else if (error.request) { + throw new Error('Network error - no response received'); + } else { + throw new Error('Error setting up request'); + } +}; + +// Add timeout configuration +const axiosConfig = { + timeout: 30000, // 30 seconds timeout + withCredentials: true, + headers: { + 'Content-Type': 'application/json' + } +}; + +export const designAPI = { + createSession: async () => { + try { + const response = await axios.post( + `${BASE_URL}sessions/create/`, // Make sure this matches the URL pattern + { module_id: 'End Plate Connection' }, + axiosConfig + ); + return response.data; + } catch (error) { + handleApiError(error); + } + }, + + submitDesign: async (designData) => { + try { + // Use BASE_URL instead of relative path + const response = await axios.post( + `${BASE_URL}design/end-plate/`, + designData, + axiosConfig + ); + return response; + } catch (error) { + console.error('API Error:', error); + throw error; + } + }, + + getOutput: async () => { + try { + const response = await axios.get( + `${BASE_URL}design/end-plate/`, + { + ...axiosConfig, + responseType: 'blob' // For handling 3D model files + } + ); + + // Create blob URL from response + const blob = new Blob([response.data], { + type: response.headers['content-type'] + }); + const url = window.URL.createObjectURL(blob); + + // Return both the blob URL and raw data + return { + modelUrl: url, + data: response.data + }; + } catch (error) { + handleApiError(error); + } + } +}; diff --git a/OsdagFrontend/src/assets/Extended both Way - Resversible Moment.png b/OsdagFrontend/src/assets/Extended both Way - Resversible Moment.png new file mode 100644 index 000000000..0a3423fd6 Binary files /dev/null and b/OsdagFrontend/src/assets/Extended both Way - Resversible Moment.png differ diff --git a/OsdagFrontend/src/assets/Extended one Way - Irresversible Moment.png b/OsdagFrontend/src/assets/Extended one Way - Irresversible Moment.png new file mode 100644 index 000000000..86255dbed Binary files /dev/null and b/OsdagFrontend/src/assets/Extended one Way - Irresversible Moment.png differ diff --git a/OsdagFrontend/src/assets/Flushed - Reversib Moment.png b/OsdagFrontend/src/assets/Flushed - Reversib Moment.png new file mode 100644 index 000000000..e095a5924 Binary files /dev/null and b/OsdagFrontend/src/assets/Flushed - Reversib Moment.png differ diff --git a/OsdagFrontend/src/assets/Leftsidebar.svg b/OsdagFrontend/src/assets/Leftsidebar.svg new file mode 100644 index 000000000..5246a942d --- /dev/null +++ b/OsdagFrontend/src/assets/Leftsidebar.svg @@ -0,0 +1,4 @@ + + + + diff --git a/OsdagFrontend/src/assets/Rightsidebar.svg b/OsdagFrontend/src/assets/Rightsidebar.svg new file mode 100644 index 000000000..130e1f566 --- /dev/null +++ b/OsdagFrontend/src/assets/Rightsidebar.svg @@ -0,0 +1,4 @@ + + + + diff --git a/OsdagFrontend/src/assets/close.png b/OsdagFrontend/src/assets/close.png new file mode 100644 index 000000000..ac2d4d42b Binary files /dev/null and b/OsdagFrontend/src/assets/close.png differ diff --git a/OsdagFrontend/src/assets/minimize.png b/OsdagFrontend/src/assets/minimize.png new file mode 100644 index 000000000..0bcb28a24 Binary files /dev/null and b/OsdagFrontend/src/assets/minimize.png differ diff --git a/OsdagFrontend/src/assets/react.svg b/OsdagFrontend/src/assets/react.svg new file mode 100644 index 000000000..6c87de9bb --- /dev/null +++ b/OsdagFrontend/src/assets/react.svg @@ -0,0 +1 @@ + \ No newline at end of file diff --git a/OsdagFrontend/src/assets/xyz.png b/OsdagFrontend/src/assets/xyz.png new file mode 100644 index 000000000..a5444a5dd Binary files /dev/null and b/OsdagFrontend/src/assets/xyz.png differ diff --git a/OsdagFrontend/src/assets/yx.png b/OsdagFrontend/src/assets/yx.png new file mode 100644 index 000000000..5958c74a6 Binary files /dev/null and b/OsdagFrontend/src/assets/yx.png differ diff --git a/OsdagFrontend/src/assets/yxview.png b/OsdagFrontend/src/assets/yxview.png new file mode 100644 index 000000000..28f779c9c Binary files /dev/null and b/OsdagFrontend/src/assets/yxview.png differ diff --git a/OsdagFrontend/src/assets/zx.png b/OsdagFrontend/src/assets/zx.png new file mode 100644 index 000000000..7db11e9fd Binary files /dev/null and b/OsdagFrontend/src/assets/zx.png differ diff --git a/OsdagFrontend/src/assets/zxview.png b/OsdagFrontend/src/assets/zxview.png new file mode 100644 index 000000000..0961d55c2 Binary files /dev/null and b/OsdagFrontend/src/assets/zxview.png differ diff --git a/OsdagFrontend/src/assets/zy.png b/OsdagFrontend/src/assets/zy.png new file mode 100644 index 000000000..4de3bdd2c Binary files /dev/null and b/OsdagFrontend/src/assets/zy.png differ diff --git a/OsdagFrontend/src/assets/zyview.png b/OsdagFrontend/src/assets/zyview.png new file mode 100644 index 000000000..34c9b81cc Binary files /dev/null and b/OsdagFrontend/src/assets/zyview.png differ diff --git a/OsdagFrontend/src/components/CenterDock.jsx b/OsdagFrontend/src/components/CenterDock.jsx new file mode 100644 index 000000000..3f572d095 --- /dev/null +++ b/OsdagFrontend/src/components/CenterDock.jsx @@ -0,0 +1,340 @@ +// import React from 'react'; +// import { useDock } from '../context/DockContext'; + +// const CenterDock = () => { +// const { toggleInputDock, toggleOutputDock } = useDock(); + +// return ( +//
+// {/* Top Controls */} +//
+//
+// Toggle Input Dock +// Toggle Output Dock +//
+//
+// ZX View +// ZY View +// YX View +//
+ +//
+//
+// +// +//
+//
+// +// +//
+//
+// +// +//
+//
+//
+ +// {/* Center Area */} +//
+// {/* Violet Area */} +//
+// {/* Add your 3D model or content here */} +//
+ +// {/* White Area */} +//
+//

+//
+//
+//
+// ); +// }; + +// export default CenterDock; + + +// import React, { useState } from "react"; +// import { useDock } from "../context/DockContext"; +// import ModelViewer from './ModelViewer'; + +// const CenterDock = () => { +// const { toggleInputDock, toggleOutputDock } = useDock(); +// const [currentView, setCurrentView] = useState("/src/assets/xyz.png"); // Default image + +// const handleViewChange = (view) => { +// setCurrentView(view); // Update the current view image +// }; + +// return ( +//
+// {/* Top Controls */} +//
+//
+// Toggle Input Dock +// {/*
+// Toggle Output Dock + +//
+// Right Dock +//
+//
*/} +// Toggle Output Dock +//
+//
+// ZX View handleViewChange("/src/assets/zxview.png")} +// title="Fornt View" +// /> +// ZY View handleViewChange("/src/assets/zyview.png")} +// title="Side View" +// /> +// YX View handleViewChange("/src/assets/yxview.png")} +// title="Top View" +// /> +//
+ +//
+//
+// +// +//
+//
+// +// +//
+//
+// +// +//
+//
+//
+ +// {/* Center Area */} +//
+// {/* Violet Area */} +//
+// + +// {/* XYZ Axes */} +//
+// Current View +//
+//
+ +// {/* White Area */} +//
+//

+//
+//
+//
+// ); +// }; + +// export default CenterDock; + + + +import React, { useState ,useEffect} from "react"; +import { useDock } from "../context/DockContext"; +import ModelViewer from './ModelViewer.jsx'; +import { designAPI } from "../api/designAPI"; + +const CenterDock = () => { + const { toggleInputDock, toggleOutputDock } = useDock(); + const [currentView, setCurrentView] = useState("/src/assets/xyz.png"); + const [modelUrl, setModelUrl] = useState(null); + const [loading, setLoading] = useState(false); + + useEffect(() => { + const fetchModel = async () => { + setLoading(true); + try { + const response = await designAPI.getOutput(); + + if (response?.data?.cad_model) { + const modelPath = response.data.cad_model; + // Check if we have an STL version + const stlPath = modelPath.replace('.step', '.stl'); + + // Try STL first, fallback to original path + setModelUrl(stlPath); + console.log('Loading model from:', stlPath); + } else { + console.warn('No model path in response'); + setModelUrl(null); + } + } catch (error) { + console.error('Error fetching model:', error); + setModelUrl(null); + } finally { + setLoading(false); + } + }; + + fetchModel(); + }, []); + + const handleViewChange = (view) => { + setCurrentView(view); + }; + + return ( +
+ {/* Top Controls */} +
+
+ Toggle Input Dock + Toggle Output Dock +
+ + {/* View Controls */} +
+ ZX View handleViewChange("/src/assets/zxview.png")} + title="Front View" + /> + ZY View handleViewChange("/src/assets/zyview.png")} + title="Side View" + /> + YX View handleViewChange("/src/assets/yxview.png")} + title="Top View" + /> +
+ + {/* Checkboxes */} +
+
+ + +
+
+ + +
+
+ + +
+
+
+ + {/* Center Area */} +
+ {/* Violet Area */} +
+ {loading ? ( +
+
+
+
Loading model...
+
+
+ ) : modelUrl ? ( + <> + console.error("Model viewer error:", error)} + /> +
+ Model URL: {modelUrl} +
+ + ) : ( +
+ No model available +
+ )} + + {/* XYZ Axes */} +
+ Current View +
+
+ + {/* White Area */} +
+

+
+
+
+ ); +}; + +export default CenterDock; diff --git a/OsdagFrontend/src/components/CustomizedPopup.jsx b/OsdagFrontend/src/components/CustomizedPopup.jsx new file mode 100644 index 000000000..166e8d363 --- /dev/null +++ b/OsdagFrontend/src/components/CustomizedPopup.jsx @@ -0,0 +1,137 @@ +import React, { useState, useEffect } from 'react'; + +// Add onSelect prop and update the submit button +function CustomizedPopup({ onClose, initialData, onSelect }) { + const [availableItems, setAvailableItems] = useState([]); + const [selectedItems, setSelectedItems] = useState([]); +const [property, setProperty] = useState('class'); // Default property + + // Data for different properties + const data = { + thickness: ['8', '10', '12', '14', '16', '18', '20', '22','24', '27', '30', '33', '36', '39', '42', '45', '48', '52', '56', '60', '64'], + diameter: ['8', '10', '12', '14', '16', '18', '20','22' ,'24', '27', '30', '33', '36', '39', '42', '45', '48', '52', '56', '60', '64'], // Corrected + propertyClass: ['3.6', '4.6', '4.8', '5.6', '5.8', '6.8', '8.8', '9.8', '10.9', '12.9'] // Corrected + }; + + // Update available items when property changes + const handlePropertyChange = (newProperty) => { + setProperty(newProperty); + setAvailableItems(data[newProperty]); + setSelectedItems([]); // Reset selected items + }; + + // Populate availableItems with initialData when the component mounts or initialData changes + useEffect(() => { + if (initialData && initialData.length > 0) { + setAvailableItems(initialData); + } + }, [initialData]); + + const moveItems = (source, setSource, target, setTarget, itemsToMove) => { + setSource(source.filter((item) => !itemsToMove.includes(item))); + setTarget([...target, ...itemsToMove]); + }; + + const handleMoveRight = () => { + const selected = Array.from(document.querySelector('#available-list').selectedOptions).map((opt) => opt.value); + moveItems(availableItems, setAvailableItems, selectedItems, setSelectedItems, selected); + }; + + const handleMoveLeft = () => { + const selected = Array.from(document.querySelector('#selected-list').selectedOptions).map((opt) => opt.value); + moveItems(selectedItems, setSelectedItems, availableItems, setAvailableItems, selected); + }; + + const handleSubmit = () => { + onSelect(selectedItems); + onClose(); + }; + + return ( +
+
{/* Cross Button */} + +{/* Cross Button */} + + +

Customized

+ +
+
+ + +
+ +{/* Buttons */} +
+ + + + +
+ +
+ + +
+
+ +
+ +
+
+
+ ); +} + +export default CustomizedPopup; \ No newline at end of file diff --git a/OsdagFrontend/src/components/InputDock.jsx b/OsdagFrontend/src/components/InputDock.jsx new file mode 100644 index 000000000..92c0a173e --- /dev/null +++ b/OsdagFrontend/src/components/InputDock.jsx @@ -0,0 +1,1048 @@ +// import React, { useState } from 'react'; +// import Draggable from 'react-draggable'; +// import { useDock } from '../context/DockContext'; +// import CustomizedPopup from './CustomizedPopup'; +// import closeIcon from "../assets/close.png"; +// import minimizeIcon from "../assets/minimize.png"; +// import { designAPI } from '../api/designAPI'; + +// function InputDock() { +// const { isInputDockVisible } = useDock(); +// const [showPopup, setShowPopup] = useState(false); +// const [popupData, setPopupData] = useState([]); +// const [selectedEndPlateType, setSelectedEndPlateType] = useState('Flushed - Reversib Moment'); // Default option +// const [isMinimized, setIsMinimized] = useState(false); +// const [isClosed, setIsClosed] = useState(false); +// const [inputs, setInputs] = useState({ +// connectivity: "Coplanar Tension-Compression Flange", +// endPlateType: "Flushed - Reversib Moment", +// beamSection: "", +// material: "E 165 (Fe 290)", +// bendingMoment: "", +// shearForce: "", +// axialForce: "", +// boltDiameter: [], +// boltType: "Bearing Bolt", +// propertyClass: [], +// endPlateThickness: [], +// weldType: "Groove Weld" +// }); +// const [error, setError] = useState(null); +// const [loading, setLoading] = useState(false); +// const [currentCustomType, setCurrentCustomType] = useState(''); + +// const data = { +// thickness: ['8', '10', '12', '14', '16', '18', '20', '24', '27', '30', '33', '36', '39', '42', '45', '48', '52', '56', '60', '64'], +// diameter: ['8', '10', '12', '14', '16', '18', '20', '24', '27', '30', '33', '36', '39', '42', '45', '48', '52', '56', '60', '64'], // Corrected +// propertyClass: ['3.6', '4.6', '4.8', '5.6', '5.8', '6.8', '8.8', '9.8', '10.9', '12.9'] // Corrected +// }; + +// const handleCustomizedSelection = (type) => { +// setCurrentCustomType(type); +// setPopupData(data[type]); +// setShowPopup(true); +// }; + +// const handleCustomizedSelectionComplete = (type, selectedValues) => { +// console.log(`Selected ${type} values:`, selectedValues); // Add logging +// const fieldMap = { +// 'diameter': 'boltDiameter', +// 'propertyClass': 'propertyClass', +// 'thickness': 'endPlateThickness' +// }; + +// const field = fieldMap[type]; +// if (field) { +// handleInputChange(field, selectedValues); +// } +// setShowPopup(false); +// }; + +// const handleEndPlateTypeChange = (e) => { +// const value = e.target.value; +// setSelectedEndPlateType(value); +// handleInputChange('endPlateType', value); +// }; + +// const handleInputChange = (field, value) => { +// setInputs(prev => ({ +// ...prev, +// [field]: value +// })); +// }; + +// const validateInputFormat = (inputs) => { +// if (!inputs.beamSection) { +// throw new Error('Please select a Beam Section'); +// } + +// if (typeof inputs.shearForce !== 'number' || inputs.shearForce <= 0) { +// throw new Error('Shear Force must be a positive number'); +// } + +// if (inputs.bendingMoment && isNaN(inputs.bendingMoment)) { +// throw new Error('Bending Moment must be a valid number'); +// } + +// if (inputs.axialForce && isNaN(inputs.axialForce)) { +// throw new Error('Axial Force must be a valid number'); +// } + +// if (inputs.boltDiameter.length === 0) { +// throw new Error('Please select Bolt Diameter'); +// } + +// if (inputs.propertyClass.length === 0) { +// throw new Error('Please select Property Class'); +// } + +// if (inputs.endPlateThickness.length === 0) { +// throw new Error('Please select End Plate Thickness'); +// } +// }; + +// const handleDesign = async () => { +// try { +// setError(null); +// setLoading(true); + +// // Validate required fields +// const requiredFields = validateInputs(); +// if (requiredFields.length > 0) { +// throw new Error(`Missing required fields: ${requiredFields.join(', ')}`); +// } + +// // Validate input format +// validateInputFormat(inputs); + +// // Log the input values +// console.log('Design Input Values:', { +// connectivity: inputs.connectivity, +// endPlateType: inputs.endPlateType, +// beamSection: inputs.beamSection, +// material: inputs.material, +// loads: { +// bendingMoment: inputs.bendingMoment, +// shearForce: inputs.shearForce, +// axialForce: inputs.axialForce +// }, +// bolt: { +// diameter: inputs.boltDiameter, +// type: inputs.boltType, +// propertyClass: inputs.propertyClass +// }, +// endPlate: { +// thickness: inputs.endPlateThickness +// }, +// weldType: inputs.weldType +// }); + +// // Create session +// await designAPI.createSession(); + +// // Submit design inputs +// const designResponse = await designAPI.submitDesign(inputs); + +// // Get output +// const output = await designAPI.getOutput(); + +// // Handle successful output +// console.log('Design output:', output); + +// } catch (error) { +// setError(error.message || 'An unexpected error occurred'); +// console.error('Design process failed:', error); +// } finally { +// setLoading(false); +// } +// }; + +// const validateInputs = () => { +// const required = []; + +// if (!inputs.connectivity) required.push('Connectivity'); +// if (!inputs.endPlateType) required.push('End Plate Type'); +// if (!inputs.beamSection) required.push('Beam Section'); +// if (!inputs.material) required.push('Material'); +// if (!inputs.shearForce) required.push('Shear Force'); +// if (!inputs.boltDiameter.length) required.push('Bolt Diameter'); +// if (!inputs.boltType) required.push('Bolt Type'); +// if (!inputs.propertyClass.length) required.push('Property Class'); +// if (!inputs.endPlateThickness.length) required.push('End Plate Thickness'); +// if (!inputs.weldType) required.push('Weld Type'); + +// return required; +// }; + +// const handleReset = () => { +// setInputs({ +// connectivity: "Coplanar Tension-Compression Flange", +// endPlateType: "Flushed - Reversib Moment", +// beamSection: "", +// material: "E 165 (Fe 290)", +// bendingMoment: "", +// shearForce: "", +// axialForce: "", +// boltDiameter: [], +// boltType: "Bearing Bolt", +// propertyClass: [], +// endPlateThickness: [], +// weldType: "Groove Weld" +// }); +// }; + +// if (!isInputDockVisible || isClosed) return null; + +// return ( +//
+// {isMinimized ? ( +// +//
+//
+//

Input Dock

+//
+// +// +//
+//
+//
+// +// ) : ( +//
+//
+//

Input Dock

+//
+// +// +//
+//
+//
+//
+//

Connecting Members

+ +//
+// {/* Connectivity */} +//
+// +// +//
+ +// {/* End Plate Type */} +//
+// +// +//
+//
+// {selectedEndPlateType} +//
+ +// {/* Beam Section */} +//
+// +// +//
+ +// {/* Material */} +//
+// +// +//
+ +// {/* Factored Loads */} +//
+//

Factored Loads

+//
+//
+// +// handleInputChange('bendingMoment', Number(e.target.value))} +// className="border border-blue-500 w-32 rounded-[4px] p-0 size-1/4 text-[12px]" +// /> +//
+//
+// +// handleInputChange('shearForce', Number(e.target.value))} +// /> +//
+//
+// +// handleInputChange('axialForce', Number(e.target.value))} +// className="border border-blue-500 w-32 rounded-[4px] p-0 size-1/4 text-[12px]" +// /> +//
+//
+//
+ +// {/* Bolt */} +//
+//

Bolt

+//
+//
+// +// +//
+//
+// +// +//
+//
+// +// +//
+//
+//
+ +// {/* End Plate */} +//
+//

End Plate

+//
+// +// +//
+//
+ +// {/* Weld */} +//
+//

Weld

+//
+// +// +//
+//
+//
+//
+ +// {error && ( +//
+// {error} +//
+// )} + +//
+// +// +//
+ +// {showPopup && ( +// setShowPopup(false)} +// initialData={popupData} +// onSelect={(values) => handleCustomizedSelectionComplete(currentCustomType, values)} +// /> +// )} +//
+//
+// )} +//
+// ); +// } + +// export default InputDock; + +import React, { useState } from "react"; +import Draggable from "react-draggable"; +import { useDock } from "../context/DockContext"; +import CustomizedPopup from "./CustomizedPopup"; +import closeIcon from "../assets/close.png"; +import minimizeIcon from "../assets/minimize.png"; +import { designAPI } from "../api/designAPI"; + +function InputDock() { + const { isInputDockVisible } = useDock(); + const [showPopup, setShowPopup] = useState(false); + const [popupData, setPopupData] = useState([]); + const [selectedEndPlateType, setSelectedEndPlateType] = useState( + "Flushed - Reversib Moment" + ); // Default option + const [isMinimized, setIsMinimized] = useState(false); + const [isClosed, setIsClosed] = useState(false); + const [inputs, setInputs] = useState({ + connectivity: "Coplanar Tension-Compression Flange", + endPlateType: "Flushed - Reversib Moment", + beamSection: "", + material: "E 165 (Fe 290)", + bendingMoment: "", + shearForce: "", + axialForce: "", + boltDiameter: [], + boltType: "Bearing Bolt", + propertyClass: [], + endPlateThickness: [], + weldType: "Groove Weld", + }); + const [error, setError] = useState(null); + const [loading, setLoading] = useState(false); + const [currentCustomType, setCurrentCustomType] = useState(""); + + const data = { + thickness: [ + "8", + "10", + "12", + "14", + "16", + "18", + "20", + "24", + "27", + "30", + "33", + "36", + "39", + "42", + "45", + "48", + "52", + "56", + "60", + "64", + ], + diameter: [ + "8", + "10", + "12", + "14", + "16", + "18", + "20", + "24", + "27", + "30", + "33", + "36", + "39", + "42", + "45", + "48", + "52", + "56", + "60", + "64", + ], // Corrected + propertyClass: [ + "3.6", + "4.6", + "4.8", + "5.6", + "5.8", + "6.8", + "8.8", + "9.8", + "10.9", + "12.9", + ], // Corrected + }; + + const handleCustomizedSelection = (type) => { + setCurrentCustomType(type); + setPopupData(data[type]); + setShowPopup(true); + }; + + const handleCustomizedSelectionComplete = (type, selectedValues) => { + console.log(`Selected ${type} values:`, selectedValues); // Add logging + const fieldMap = { + diameter: "boltDiameter", + propertyClass: "propertyClass", + thickness: "endPlateThickness", + }; + + const field = fieldMap[type]; + if (field) { + handleInputChange(field, selectedValues); + } + setShowPopup(false); + }; + + const handleEndPlateTypeChange = (e) => { + const value = e.target.value; + setSelectedEndPlateType(value); + handleInputChange("endPlateType", value); + }; + + const handleInputChange = (field, value) => { + setInputs((prev) => ({ + ...prev, + [field]: value, + })); + }; + + const validateInputFormat = (inputs) => { + if (!inputs.beamSection) { + throw new Error("Please select a Beam Section"); + } + + if (typeof inputs.shearForce !== "number" || inputs.shearForce <= 0) { + throw new Error("Shear Force must be a positive number"); + } + + if (inputs.bendingMoment && isNaN(inputs.bendingMoment)) { + throw new Error("Bending Moment must be a valid number"); + } + + if (inputs.axialForce && isNaN(inputs.axialForce)) { + throw new Error("Axial Force must be a valid number"); + } + + if (inputs.boltDiameter.length === 0) { + throw new Error("Please select Bolt Diameter"); + } + + if (inputs.propertyClass.length === 0) { + throw new Error("Please select Property Class"); + } + + if (inputs.endPlateThickness.length === 0) { + throw new Error("Please select End Plate Thickness"); + } + }; + + const handleDesign = async () => { + try { + setError(null); + setLoading(true); + + // Validate inputs + const { isValid, missingFields, inputData } = validateAndGetInput(inputs); + + if (!isValid) { + setError(`Please provide the following required fields: ${missingFields.join(", ")}`); + return; + } + + // Format data for API + const designData = { + connectivity: inputData.connectivity, + endPlateType: inputData.endPlateType, + beamSection: inputData.beamSection, + material: inputData.material, + bendingMoment: inputData.bendingMoment, + shearForce: inputData.shearForce, + axialForce: inputData.axialForce, + boltDiameter: inputData.boltDiameter, + boltType: inputData.boltType, + propertyClass: inputData.propertyClass, + endPlateThickness: inputData.endPlateThickness, + weldType: inputData.weldType + }; + + // Log the request payload + console.log('Submitting design with data:', designData); + + // Make API call + const response = await designAPI.submitDesign(designData); + + // Handle successful response + console.log('Design response:', response); + + if (response.data && response.data.status === 'success') { + // Handle success + console.log('Design output:', response.data.data); + } else { + throw new Error(response.data?.error || 'Design calculation failed'); + } + + } catch (error) { + console.error('Design process failed:', error); + setError(error.response?.data?.error || error.message || 'An unexpected error occurred'); + } finally { + setLoading(false); + } + }; + + const validateAndGetInput = (inputs) => { + const missingFields = []; + + // Validate numeric values + const validateNumber = (value) => { + return value !== null && value !== undefined && value !== "" && !isNaN(value); + }; + + // Required field validations with proper type checking + if (!validateNumber(inputs.shearForce)) missingFields.push("Shear Force"); + if (!validateNumber(inputs.bendingMoment)) missingFields.push("Bending Moment"); + if (!validateNumber(inputs.axialForce)) missingFields.push("Axial Force"); + if (!inputs.beamSection) missingFields.push("Beam Section"); + if (!inputs.material) missingFields.push("Material"); + if (!inputs.boltType) missingFields.push("Bolt Type"); + if (!inputs.weldType) missingFields.push("Weld Type"); + + // Array validations + if (!inputs.boltDiameter || !Array.isArray(inputs.boltDiameter) || inputs.boltDiameter.length === 0) { + missingFields.push("Bolt Diameter"); + } + if (!inputs.propertyClass || !Array.isArray(inputs.propertyClass) || inputs.propertyClass.length === 0) { + missingFields.push("Property Class"); + } + if (!inputs.endPlateThickness || !Array.isArray(inputs.endPlateThickness) || inputs.endPlateThickness.length === 0) { + missingFields.push("End Plate Thickness"); + } + + // Format validation ensuring arrays contain strings that can be converted to numbers + const inputData = { + connectivity: inputs.connectivity || "Coplanar Tension-Compression Flange", + endPlateType: inputs.endPlateType || "Flushed - Reversib Moment", + beamSection: inputs.beamSection, + material: inputs.material, + bendingMoment: validateNumber(inputs.bendingMoment) ? inputs.bendingMoment.toString() : "0", + shearForce: validateNumber(inputs.shearForce) ? inputs.shearForce.toString() : "0", + axialForce: validateNumber(inputs.axialForce) ? inputs.axialForce.toString() : "0", + boltDiameter: inputs.boltDiameter.map(String), + boltType: inputs.boltType, + propertyClass: inputs.propertyClass.map(String), + endPlateThickness: inputs.endPlateThickness.map(String), + weldType: inputs.weldType + }; + + return { isValid: missingFields.length === 0, missingFields, inputData }; +}; + + const handleReset = () => { + setInputs({ + connectivity: "Coplanar Tension-Compression Flange", + endPlateType: "Flushed - Reversib Moment", + beamSection: "", + material: "E 165 (Fe 290)", + bendingMoment: "", + shearForce: "", + axialForce: "", + boltDiameter: [], + boltType: "Bearing Bolt", + propertyClass: [], + endPlateThickness: [], + weldType: "Groove Weld", + }); + }; + + if (!isInputDockVisible || isClosed) return null; + + return ( +
+ {isMinimized ? ( + +
+
+

Input Dock

+
+ + +
+
+
+ + ) : ( +
+
+

Input Dock

+
+ + +
+
+
+
+

Connecting Members

+ +
+ {/* Connectivity */} +
+ + +
+ + {/* End Plate Type */} +
+ + +
+
+ {selectedEndPlateType} +
+ + {/* Beam Section */} +
+ + +
+ + {/* Material */} +
+ + +
+ + {/* Factored Loads */} +
+

Factored Loads

+
+
+ + + handleInputChange( + "bendingMoment", + Number(e.target.value) + ) + } + className="border border-blue-500 w-32 rounded-[4px] p-0 size-1/4 text-[12px]" + /> +
+
+ + + handleInputChange( + "shearForce", + Number(e.target.value) + ) + } + /> +
+
+ + + handleInputChange( + "axialForce", + Number(e.target.value) + ) + } + className="border border-blue-500 w-32 rounded-[4px] p-0 size-1/4 text-[12px]" + /> +
+
+
+ + {/* Bolt */} +
+

Bolt

+
+
+ + +
+
+ + +
+
+ + +
+
+
+ + {/* End Plate */} +
+

End Plate

+
+ + +
+
+ + {/* Weld */} +
+

Weld

+
+ + +
+
+
+
+ + {error && ( +
+ {error} +
+ )} + +
+ + +
+ + {showPopup && ( + setShowPopup(false)} + initialData={popupData} + onSelect={(values) => + handleCustomizedSelectionComplete(currentCustomType, values) + } + /> + )} +
+
+ )} +
+ ); +} + +export default InputDock; diff --git a/OsdagFrontend/src/components/ModelViewer.jsx b/OsdagFrontend/src/components/ModelViewer.jsx new file mode 100644 index 000000000..3b89527ab --- /dev/null +++ b/OsdagFrontend/src/components/ModelViewer.jsx @@ -0,0 +1,256 @@ +// import React, { useEffect, useRef } from 'react'; +// import * as THREE from 'three'; +// import { STLLoader } from 'three/examples/jsm/loaders/STLLoader'; + +// const ModelViewer = ({ modelUrl }) => { +// const containerRef = useRef(null); + +// useEffect(() => { +// if (!modelUrl) return; + +// const container = containerRef.current; +// const scene = new THREE.Scene(); +// const camera = new THREE.PerspectiveCamera(75, container.clientWidth/container.clientHeight, 0.1, 1000); +// const renderer = new THREE.WebGLRenderer(); + +// renderer.setSize(container.clientWidth, container.clientHeight); +// container.appendChild(renderer.domElement); + +// const loader = new STLLoader(); +// loader.load(modelUrl, (geometry) => { +// const material = new THREE.MeshPhongMaterial({ +// color: 0xAAAAAA, +// specular: 0x111111, +// shininess: 200 +// }); +// const mesh = new THREE.Mesh(geometry, material); +// scene.add(mesh); + +// // Center the model +// geometry.computeBoundingBox(); +// const center = geometry.boundingBox.getCenter(new THREE.Vector3()); +// mesh.position.sub(center); +// }); + +// // Add lights +// const light = new THREE.DirectionalLight(0xffffff, 1); +// light.position.set(1, 1, 1); +// scene.add(light); + +// const ambientLight = new THREE.AmbientLight(0x404040); +// scene.add(ambientLight); + +// camera.position.z = 5; + +// const animate = () => { +// requestAnimationFrame(animate); +// renderer.render(scene, camera); +// }; +// animate(); + +// return () => { +// container.removeChild(renderer.domElement); +// }; +// }, [modelUrl]); + +// return
; +// }; + +// export default ModelViewer; + + +import React, { useEffect, useRef ,useState} from 'react'; +import * as THREE from 'three'; +import { OrbitControls } from 'three/examples/jsm/controls/OrbitControls'; +import { STLLoader } from 'three/examples/jsm/loaders/STLLoader'; +import { OBJLoader } from 'three/examples/jsm/loaders/OBJLoader'; + +const ModelViewer = ({ modelUrl }) => { + const containerRef = useRef(null); + const [error, setError] = useState(null); + const [loading, setLoading] = useState(true); + const sceneRef = useRef(null); + const rendererRef = useRef(null); + + useEffect(() => { + // Add this at the start of useEffect + console.log('ModelViewer received modelUrl:', { + modelUrl, + isDefined: !!modelUrl, + type: typeof modelUrl + }); + + if (!modelUrl || !containerRef.current) { + console.error('ModelViewer error:', { modelUrl, containerRef: containerRef.current }); + setError('No model URL provided'); + setLoading(false); + return; + } + + // Add absolute path handling + const absoluteModelUrl = modelUrl.startsWith('http') + ? modelUrl + : `${window.location.origin}${modelUrl}`; + + console.log('Loading model:', { + originalUrl: modelUrl, + absoluteUrl: absoluteModelUrl, + fileExtension: modelUrl.split('.').pop().toLowerCase() + }); + + const container = containerRef.current; + const scene = new THREE.Scene(); + sceneRef.current = scene; + scene.background = new THREE.Color(0x571364); + + // Camera setup + const camera = new THREE.PerspectiveCamera( + 75, + container.clientWidth / container.clientHeight, + 0.1, + 2000 + ); + camera.position.set(0, 5, 10); + + // Renderer setup + const renderer = new THREE.WebGLRenderer({ antialias: true }); + rendererRef.current = renderer; + renderer.setSize(container.clientWidth, container.clientHeight); + container.appendChild(renderer.domElement); + + // Lighting + const ambientLight = new THREE.AmbientLight(0xffffff, 0.6); + scene.add(ambientLight); + + const directionalLight = new THREE.DirectionalLight(0xffffff, 0.8); + directionalLight.position.set(2, 2, 2); + scene.add(directionalLight); + + // Controls + const controls = new OrbitControls(camera, renderer.domElement); + controls.enableDamping = true; + + // Determine loader based on file extension + const fileExtension = modelUrl.split('.').pop().toLowerCase(); + let loader; + + if (fileExtension === 'stl') { + loader = new STLLoader(); + } else if (fileExtension === 'obj') { + loader = new OBJLoader(); + } else if (fileExtension === 'step') { + // You'll need to convert STEP to STL/OBJ on the server side + // For now, show an error message + setError('STEP files are not directly supported. Please convert to STL or OBJ format.'); + setLoading(false); + return; + } else { + setError(`Unsupported file format: ${fileExtension}`); + setLoading(false); + return; + } + + // Load Model + loader.load( + absoluteModelUrl, + (geometry) => { + console.log('Model loaded successfully:', geometry); + let mesh; + if (geometry instanceof THREE.BufferGeometry) { + // STL file + const material = new THREE.MeshPhongMaterial({ + color: 0xaaaaaa, + specular: 0x111111, + shininess: 200 + }); + mesh = new THREE.Mesh(geometry, material); + } else { + // OBJ file + mesh = geometry; + } + + // Center the model + const box = new THREE.Box3().setFromObject(mesh); + const center = box.getCenter(new THREE.Vector3()); + mesh.position.sub(center); + + // Scale model to fit view + const size = box.getSize(new THREE.Vector3()); + const maxDim = Math.max(size.x, size.y, size.z); + const scale = 5 / maxDim; + mesh.scale.multiplyScalar(scale); + + scene.add(mesh); + + // Position camera to see the model + camera.position.set(5, 5, 5); + camera.lookAt(0, 0, 0); + controls.update(); + + setLoading(false); + console.log('Model loaded successfully'); + }, + (xhr) => { + const progress = (xhr.loaded / xhr.total) * 100; + console.log(`Loading progress: ${progress}%`); + }, + (error) => { + console.error('Model loading error:', error); + setError(`Failed to load model: ${error.message}`); + setLoading(false); + } + ); + + // Animation loop + function animate() { + requestAnimationFrame(animate); + controls.update(); + renderer.render(scene, camera); + } + animate(); + + // Handle window resize + function handleResize() { + const width = container.clientWidth; + const height = container.clientHeight; + camera.aspect = width / height; + camera.updateProjectionMatrix(); + renderer.setSize(width, height); + } + window.addEventListener('resize', handleResize); + + // Cleanup + return () => { + window.removeEventListener('resize', handleResize); + controls.dispose(); + if (rendererRef.current) { + rendererRef.current.dispose(); + } + if (container.contains(renderer.domElement)) { + container.removeChild(renderer.domElement); + } + }; + }, [modelUrl]); + + return ( +
+
+ {loading && ( +
+
Loading model...
+
+ )} + {error && ( +
+
+ {error} +
+ Model URL: {modelUrl} +
+
+ )} +
+ ); +}; + +export default ModelViewer; \ No newline at end of file diff --git a/OsdagFrontend/src/components/OutputDock.jsx b/OsdagFrontend/src/components/OutputDock.jsx new file mode 100644 index 000000000..c25fb863e --- /dev/null +++ b/OsdagFrontend/src/components/OutputDock.jsx @@ -0,0 +1,744 @@ + + + + + +// import React, { useState } from "react"; +// import Draggable from "react-draggable"; +// import closeIcon from "../assets/close.png"; +// import minimizeIcon from "../assets/minimize.png"; +// import { useDock } from '../context/DockContext'; + +// function OutputDock() { +// const { isOutputDockVisible } = useDock(); +// const [isMinimized, setIsMinimized] = useState(false); +// const [isClosed, setIsClosed] = useState(false); + +// if (!isOutputDockVisible || isClosed) return null; + +// return ( +//
+// {isMinimized ? ( +// +//
+//
+//

Output Dock

+//
+// +// +//
+//
+//
+// +// ) : ( +//
+//
+//

Output Dock

+//
+// +// +//
+//
+//
+//
+//

Critical Bolt Design

+ +//
+// {/* Input Fields */} +//
+//
+// +// +//
+//
+// +// +//
+//
+// +// +//
+//
+// +// +//
+//
+// +// +//
+//
+// +// +//
+//
+// +// +//
+//
+// +// +//
+//
+// +// +//
+//
+// +// +//
+//
+// +// +//
+//
+// +// +//
+ +// {/* New Fields */} +//

Detailing

+//
+// +// +//
+//
+// +// +//
+//
+// +// +//
+//
+// +// +//
+//
+// +// +//
+//
+// +// +//
+//
+// +// +//
+//
+// +// +//
+//
+// +// +//
+ +//

End Plate

+//
+// +// +//
+//
+// +// +//
+//
+// +// +//
+//
+// +// +//
+ +//

Stiffener Plate

+//
+// +// +//
+//
+// +// +//
+ +//

Weld

+//

Weld at web

+//
+// +// +//
+//
+// +// +//
+//
+// +// +//
+//
+// +// +//
+//
+// +// +//
+//

Weld at Flange

+//
+// +// +//
+//
+// +// +//
+//
+//
+//
+ +//
+// +// +//
+//
+//
+// )} +//
+// ); +// } + +// export default OutputDock; + + + + + + + + + +import React, { useState } from "react"; +import Draggable from "react-draggable"; +import closeIcon from "../assets/close.png"; +import minimizeIcon from "../assets/minimize.png"; +import { useDock } from '../context/DockContext'; + +function OutputDock() { + const { isOutputDockVisible } = useDock(); + const [isMinimized, setIsMinimized] = useState(false); + const [isClosed, setIsClosed] = useState(false); + + if (!isOutputDockVisible || isClosed) return null; + + return ( +
+ {isMinimized ? ( + +
+
+

Output Dock

+
+ + +
+
+
+ + ) : ( +
+
+

Output Dock

+
+ + +
+
+
+
+

Critical Bolt Design

+ +
+ {/* Input Fields */} +
+
+ + +
+
+ + +
+
+ + +
+
+ + +
+
+ + +
+
+ + +
+
+ + +
+
+ + +
+
+ + +
+
+ + +
+
+ + +
+
+ + +
+ + {/* New Fields */} +

Detailing

+
+ + +
+
+ + +
+
+ + +
+
+ + +
+
+ + +
+
+ + +
+
+ + +
+
+ + +
+
+ + +
+ +

End Plate

+
+ + +
+
+ + +
+
+ + +
+
+ + +
+ +

Stiffener Plate

+
+ + +
+
+ + +
+ +

Weld

+

Weld at web

+
+ + +
+
+ + +
+
+ + +
+
+ + +
+
+ + +
+

Weld at Flange

+
+ + +
+
+ + +
+
+
+
+ +
+ + +
+
+
+ )} +
+ ); +} + +export default OutputDock; + + diff --git a/OsdagFrontend/src/context/DockContext.jsx b/OsdagFrontend/src/context/DockContext.jsx new file mode 100644 index 000000000..99b346e46 --- /dev/null +++ b/OsdagFrontend/src/context/DockContext.jsx @@ -0,0 +1,84 @@ + + + + +// import { createContext, useContext, useState } from 'react'; + +// const DockContext = createContext(); + +// export function DockProvider({ children }) { +// const [isInputDockVisible, setIsInputDockVisible] = useState(true); +// const [isOutputDockVisible, setIsOutputDockVisible] = useState(true); + +// const toggleInputDock = () => { +// setIsInputDockVisible(prev => !prev); +// }; + +// const toggleOutputDock = () => { +// setIsOutputDockVisible(prev => !prev); +// }; + +// return ( +// +// {children} +// +// ); +// } + +// export function useDock() { +// const context = useContext(DockContext); +// if (!context) { +// throw new Error('useDock must be used within a DockProvider'); +// } +// return context; +// } + + + + + + +import { createContext, useContext, useState } from 'react'; + +const DockContext = createContext(); + +export function DockProvider({ children }) { + const [isInputDockVisible, setIsInputDockVisible] = useState(true); + const [isOutputDockVisible, setIsOutputDockVisible] = useState(true); + + const toggleInputDock = () => { + setIsInputDockVisible(prev => !prev); + }; + + const toggleOutputDock = () => { + setIsOutputDockVisible(prev => !prev); + }; + + return ( + + {children} + + ); +} + +export function useDock() { + const context = useContext(DockContext); + if (!context) { + throw new Error('useDock must be used within a DockProvider'); + } + return context; +} \ No newline at end of file diff --git a/OsdagFrontend/src/index.css b/OsdagFrontend/src/index.css new file mode 100644 index 000000000..5411dff83 --- /dev/null +++ b/OsdagFrontend/src/index.css @@ -0,0 +1,7 @@ +@tailwind base; +@tailwind components; +@tailwind utilities; + +html, body { + @apply bg-[#f1f1f1] h-full; + } \ No newline at end of file diff --git a/OsdagFrontend/src/main.jsx b/OsdagFrontend/src/main.jsx new file mode 100644 index 000000000..b9a1a6dea --- /dev/null +++ b/OsdagFrontend/src/main.jsx @@ -0,0 +1,10 @@ +import { StrictMode } from 'react' +import { createRoot } from 'react-dom/client' +import './index.css' +import App from './App.jsx' + +createRoot(document.getElementById('root')).render( + + + , +) diff --git a/OsdagFrontend/src/pages/Endplate.jsx b/OsdagFrontend/src/pages/Endplate.jsx new file mode 100644 index 000000000..fd043ce77 --- /dev/null +++ b/OsdagFrontend/src/pages/Endplate.jsx @@ -0,0 +1,486 @@ + + + + + + +// import { useState } from 'react'; + +// function Endplate() { +// const [activeMenu, setActiveMenu] = useState(null); +// const [activeSubMenu, setActiveSubMenu] = useState(null); + +// const toggleMenu = (menu) => { +// setActiveMenu(activeMenu === menu ? null : menu); +// setActiveSubMenu(null); // Close any open submenus when switching menus +// }; + +// const handleFileInput = (type) => { +// const input = document.createElement('input'); +// input.type = 'file'; +// input.accept = '.json'; // Adjust file type as needed +// input.onchange = (event) => { +// const file = event.target.files[0]; +// if (file) { +// console.log(`${type} file selected:`, file.name); +// // Handle the file input here +// } +// }; +// input.click(); +// }; + +// return ( +//
+// {/* Top Bar */} +//
+//
+// {/* File Menu */} +//
+// +// {activeMenu === 'file' && ( +//
+// +//
+// +// +// +//
+// +// +//
+// +//
+// )} +//
+ +//
+// +// {activeMenu === 'Edit' && ( +//
+// + + +//
+// )} +//
+ + + +// {/* Graphics Menu */} +//
+// +// {activeMenu === 'graphics' && ( +//
+// +// +// +// +//
+// +// +// +//
+// +// +// +//
+// +//
+// )} +//
+ +// {/* Database Menu */} +//
+// +// {activeMenu === 'database' && ( +//
+//
setActiveSubMenu('download')} +// onMouseLeave={() => setActiveSubMenu(null)} +// > +// +// {activeSubMenu === 'download' && ( +//
+// +// +// +// +//
+// )} +//
+//
+// +//
+// )} +//
+ +// {/* Help Menu */} +//
+// +// {activeMenu === 'help' && ( +//
+// +// +//
+// +// +//
+// +//
+// )} +//
+//
+//
+ +// {/* Main Content */} +//
+// ); +// } + +// export default Endplate; + + + + + + + + + +import { useState } from 'react'; + +function Endplate() { + const [activeMenu, setActiveMenu] = useState(null); + const [activeSubMenu, setActiveSubMenu] = useState(null); + + const toggleMenu = (menu) => { + setActiveMenu(activeMenu === menu ? null : menu); + setActiveSubMenu(null); // Close any open submenus when switching menus + }; + + const handleFileDownload = (type) => { + const fileUrls = { + Column: '/downloads/column.json', + Beam: '/downloads/beam.json', + Angle: '/downloads/angle.json', + Channel: '/downloads/channel.json', + }; + + const url = fileUrls[type]; + if (url) { + const link = document.createElement('a'); + link.href = url; + link.download = `${type}.json`; // Set the downloaded file name + document.body.appendChild(link); + link.click(); + document.body.removeChild(link); + } else { + console.error('Invalid file type for download:', type); + } + }; + + return ( +
+ {/* Top Bar */} +
+
+ {/* File Menu */} +
+ + {activeMenu === 'file' && ( +
+ +
+ + + +
+ + +
+ +
+ )} +
+ +
+ + {activeMenu === 'Edit' && ( +
+ + + +
+ )} +
+ + + + {/* Graphics Menu */} +
+ + {activeMenu === 'graphics' && ( +
+ + + + +
+ + + +
+ + + +
+ +
+ )} +
+ + {/* Database Menu */} +
+ + {activeMenu === 'database' && ( +
+
setActiveSubMenu('download')} + onMouseLeave={() => setActiveSubMenu(null)} + > + + {activeSubMenu === 'download' && ( +
+ + + + +
+ )} +
+
+ +
+ )} +
+ + {/* Help Menu */} +
+ + {activeMenu === 'help' && ( +
+ + +
+ + +
+ +
+ )} +
+
+
+ + {/* Main Content */} +
+ ); +} + +export default Endplate; \ No newline at end of file diff --git a/OsdagFrontend/tailwind.config.js b/OsdagFrontend/tailwind.config.js new file mode 100644 index 000000000..ff4751b02 --- /dev/null +++ b/OsdagFrontend/tailwind.config.js @@ -0,0 +1,10 @@ +/** @type {import('tailwindcss').Config} */ +export default { + content: [ + './src/**/*.{js,jsx,ts,tsx}', // Include all files in the src folder + ], + theme: { + extend: {}, + }, + plugins: [], +} \ No newline at end of file diff --git a/OsdagFrontend/vite.config.js b/OsdagFrontend/vite.config.js new file mode 100644 index 000000000..1f1d783c8 --- /dev/null +++ b/OsdagFrontend/vite.config.js @@ -0,0 +1,10 @@ +import { defineConfig } from 'vite' +import react from '@vitejs/plugin-react' + +// https://vite.dev/config/ +export default defineConfig({ + plugins: [react()], + resolve: { + extensions: ['.js', '.jsx', '.json'] + } +}) diff --git a/ResourceFiles/Database/Intg_osdag.sql b/ResourceFiles/Database/Intg_osdag.sql index 8000cd4f2..e69de29bb 100644 --- a/ResourceFiles/Database/Intg_osdag.sql +++ b/ResourceFiles/Database/Intg_osdag.sql @@ -1,1360 +0,0 @@ -PRAGMA foreign_keys=OFF; -BEGIN TRANSACTION; -CREATE TABLE IF NOT EXISTS "Bolt" ( - "Bolt_diameter" TEXT -); -INSERT INTO Bolt VALUES('8'); -INSERT INTO Bolt VALUES('10'); -INSERT INTO Bolt VALUES('12'); -INSERT INTO Bolt VALUES('16'); -INSERT INTO Bolt VALUES('20'); -INSERT INTO Bolt VALUES('24'); -INSERT INTO Bolt VALUES('30'); -INSERT INTO Bolt VALUES('36'); -INSERT INTO Bolt VALUES('42'); -INSERT INTO Bolt VALUES('48'); -INSERT INTO Bolt VALUES('56'); -INSERT INTO Bolt VALUES('64'); -INSERT INTO Bolt VALUES('14'); -INSERT INTO Bolt VALUES('18'); -INSERT INTO Bolt VALUES('22'); -INSERT INTO Bolt VALUES('27'); -INSERT INTO Bolt VALUES('33'); -INSERT INTO Bolt VALUES('39'); -INSERT INTO Bolt VALUES('45'); -INSERT INTO Bolt VALUES('52'); -INSERT INTO Bolt VALUES('60'); -CREATE TABLE IF NOT EXISTS "Anchor_Bolt" ( - "Diameter" INTEGER -); -INSERT INTO Anchor_Bolt VALUES('M8'); -INSERT INTO Anchor_Bolt VALUES('M10'); -INSERT INTO Anchor_Bolt VALUES('M12'); -INSERT INTO Anchor_Bolt VALUES('M16'); -INSERT INTO Anchor_Bolt VALUES('M20'); -INSERT INTO Anchor_Bolt VALUES('M24'); -INSERT INTO Anchor_Bolt VALUES('M30'); -INSERT INTO Anchor_Bolt VALUES('M36'); -INSERT INTO Anchor_Bolt VALUES('M42'); -INSERT INTO Anchor_Bolt VALUES('M48'); -INSERT INTO Anchor_Bolt VALUES('M56'); -INSERT INTO Anchor_Bolt VALUES('M64'); -INSERT INTO Anchor_Bolt VALUES('M72'); -CREATE TABLE IF NOT EXISTS "Angle_Pitch" ( - "ID" INTEGER UNIQUE, - "Nominal_Leg" INTEGER, - "Max_Bolt_Dia" INTEGER, - "Bolt_lines" INTEGER, - "S1" INTEGER, - "S2" INTEGER, - "S3" INTEGER -); -INSERT INTO Angle_Pitch VALUES(1,50,12,1,28,NULL,NULL); -INSERT INTO Angle_Pitch VALUES(2,60,16,1,35,NULL,NULL); -INSERT INTO Angle_Pitch VALUES(3,65,20,1,35,NULL,NULL); -INSERT INTO Angle_Pitch VALUES(4,70,20,1,40,NULL,NULL); -INSERT INTO Angle_Pitch VALUES(5,75,20,1,45,NULL,NULL); -INSERT INTO Angle_Pitch VALUES(6,80,20,1,45,NULL,NULL); -INSERT INTO Angle_Pitch VALUES(7,90,24,1,50,NULL,NULL); -INSERT INTO Angle_Pitch VALUES(8,100,24,1,55,NULL,NULL); -INSERT INTO Angle_Pitch VALUES(9,120,16,2,45,50,NULL); -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" ( - "Grade" TEXT, - "Yield Stress (< 20)" INTEGER, - "Yield Stress (20 -40)" INTEGER, - "Yield Stress (> 40)" INTEGER, - "Ultimate Tensile Stress" INTEGER, - "Elongation " 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); -CREATE TABLE IF NOT EXISTS "Bolt_fy_fu" ( - `Property_Class` NUMERIC, - `Diameter_min` INTEGER, - `Diameter_max` INTEGER, - `fy` NUMERIC, - `fu` NUMERIC -); -INSERT INTO Bolt_fy_fu VALUES(4.6,0,100,240,400); -INSERT INTO Bolt_fy_fu VALUES(4.8,0,100,340,420); -INSERT INTO Bolt_fy_fu VALUES(5.6,0,100,300,500); -INSERT INTO Bolt_fy_fu VALUES(5.8,0,100,420,520); -INSERT INTO Bolt_fy_fu VALUES(3.6,0,100,190,330); -INSERT INTO Bolt_fy_fu VALUES(6.8,0,100,480,600); -INSERT INTO Bolt_fy_fu VALUES(8.8,0,16,640,800); -INSERT INTO Bolt_fy_fu VALUES(8.8,16,100,660,830); -INSERT INTO Bolt_fy_fu VALUES(9.8,0,100,720,900); -INSERT INTO Bolt_fy_fu VALUES(10.9,0,100,940,1040); -INSERT INTO Bolt_fy_fu VALUES(12.9,0,100,1100,1220); -CREATE TABLE IF NOT EXISTS "UnequalAngle" ( - "Id" INTEGER NOT NULL, - "Designation" VARCHAR(50), - "Mass" REAL(10 , 2), - "Area" REAL(10 , 2), - "a" REAL(10 , 2), - "b" REAL(10 , 2), - "t" REAL(10 , 2), - "R1" REAL(10 , 2), - "R2" REAL(10 , 2), - "Cz" REAL(10 , 2), - "Cy" REAL(10 , 2), - "Iz" REAL(10 , 2), - "Iy" REAL(10 , 2), - "Alpha" REAL(10 , 2), - "Iu(max)" REAL(10 , 2), - "Iv(min)" REAL(10 , 2), - "rz" REAL(10 , 2), - "ry" REAL(10 , 2), - "ru(max)" REAL(10 , 2), - "rv(min)" REAL(10 , 2), - "Zz" REAL(10 , 2), - "Zy" REAL(10 , 2), - "Zpz" REAL(10 , 2), - "Zpy" REAL(10 , 2), - "Source" VARCHAR(100), - "It" REAL(10 , 2), - PRIMARY KEY("Id") -); -INSERT INTO UnequalAngle VALUES(1,'∠ 30 ⅹ 20ⅹ 3',1.14,1.45,30.0,20.0,3.0,4.5,0.0,0.51,0.99,1.29,0.46,1.05,1.47,0.27,0.94,0.56,1.01,0.43,0.64,0.31,1.16,0.56,'IS808_Rev',0.042000000000000001776); -INSERT INTO UnequalAngle VALUES(2,'∠ 30 ⅹ 20ⅹ 4',1.48,1.88,30.0,20.0,4.0,4.5,0.0,0.55,1.04,1.63,0.57,0.4,1.85,0.34,0.93,0.55,0.99,0.43,0.83,0.39,1.48,0.73,'IS808_Rev',0.098000000000000024868); -INSERT INTO UnequalAngle VALUES(3,'∠ 30 ⅹ 20ⅹ 5',1.8,2.29,30.0,20.0,5.0,4.5,0.0,0.58,1.07,1.93,0.67,0.39,2.19,0.41,0.92,0.54,0.98,0.42,1.0,0.47,1.79,0.9,'IS808_Rev',0.18700000000000001065); -INSERT INTO UnequalAngle VALUES(4,'∠ 40 ⅹ 25ⅹ 3',1.5,1.91,40.0,25.0,3.0,5.0,0.0,0.59,1.32,3.11,0.94,0.37,3.48,0.57,1.27,0.7,1.35,0.54,1.16,0.49,2.08,0.9,'IS808_Rev',0.055); -INSERT INTO UnequalAngle VALUES(5,'∠ 40 ⅹ 25ⅹ 4',1.96,2.49,40.0,25.0,4.0,5.0,0.0,0.63,1.36,3.97,1.19,0.36,4.44,0.72,1.26,0.69,1.33,0.54,1.5,0.64,2.69,1.18,'IS808_Rev',0.13); -INSERT INTO UnequalAngle VALUES(6,'∠ 40 ⅹ 25ⅹ 5',2.4,3.05,40.0,25.0,5.0,5.0,0.0,0.67,1.4,4.76,1.42,0.36,5.31,0.87,1.25,0.68,1.32,0.53,1.83,0.77,3.27,1.45,'IS808_Rev',0.25); -INSERT INTO UnequalAngle VALUES(7,'∠ 40 ⅹ 25ⅹ 6',2.82,3.59,40.0,25.0,6.0,5.0,0.0,0.7,1.44,5.5,1.62,0.35,6.1,1.02,1.24,0.67,1.3,0.53,2.15,0.9,3.81,1.72,'IS808_Rev',0.42400000000000002131); -INSERT INTO UnequalAngle VALUES(8,'∠ 45 ⅹ 30ⅹ 3',1.74,2.21,45.0,30.0,3.0,5.0,0.0,0.71,1.44,4.57,1.65,0.41,5.26,0.96,1.44,0.86,1.54,0.66,1.49,0.72,2.7,1.29,'IS808_Rev',0.064000000000000003552); -INSERT INTO UnequalAngle VALUES(9,'∠ 45 ⅹ 30ⅹ 4',2.27,2.89,45.0,30.0,4.0,5.0,0.0,0.74,1.48,5.87,2.1,0.41,6.75,1.22,1.42,0.85,1.53,0.65,1.95,0.93,3.5,1.69,'IS808_Rev',0.15099999999999999644); -INSERT INTO UnequalAngle VALUES(10,'∠ 45 ⅹ 30ⅹ 5',2.79,3.55,45.0,30.0,5.0,5.0,0.0,0.78,1.52,7.08,2.51,0.4,8.11,1.48,1.41,0.84,1.51,0.64,2.38,1.13,4.27,2.08,'IS808_Rev',0.29099999999999997868); -INSERT INTO UnequalAngle VALUES(11,'∠ 45 ⅹ 30ⅹ 6',3.29,4.19,45.0,30.0,6.0,5.0,0.0,0.82,1.56,8.21,2.89,0.4,9.37,1.73,1.4,0.83,1.49,0.64,2.79,1.32,5.0,2.46,'IS808_Rev',0.49599999999999999644); -INSERT INTO UnequalAngle VALUES(12,'∠ 50 ⅹ30ⅹ 3',1.86,2.37,50.0,30.0,3.0,5.5,0.0,0.67,1.64,6.13,1.69,0.35,6.79,1.03,1.61,0.84,1.69,0.66,1.83,0.73,3.28,1.31,'IS808_Rev',0.069000000000000003552); -INSERT INTO UnequalAngle VALUES(13,'∠ 50 ⅹ30ⅹ 4',2.44,3.1,50.0,30.0,4.0,5.5,0.0,0.71,1.69,7.89,2.15,0.34,8.73,1.32,1.59,0.83,1.68,0.65,2.38,0.94,4.26,1.72,'IS808_Rev',0.16200000000000001065); -INSERT INTO UnequalAngle VALUES(14,'∠ 50 ⅹ30ⅹ 5',2.99,3.81,50.0,30.0,5.0,5.5,0.0,0.75,1.73,9.53,2.58,0.34,10.5,1.59,1.58,0.82,1.66,0.65,2.92,1.15,5.19,2.13,'IS808_Rev',0.31200000000000001065); -INSERT INTO UnequalAngle VALUES(15,'∠ 50 ⅹ30ⅹ 6',3.54,4.5,50.0,30.0,6.0,5.5,0.0,0.79,1.77,11.1,2.97,0.33,12.2,1.86,1.57,0.81,1.64,0.64,3.43,1.34,6.09,2.52,'IS808_Rev',0.53200000000000002842); -INSERT INTO UnequalAngle VALUES(16,'∠ 60ⅹ 40ⅹ 5',3.79,4.83,60.0,40.0,5.0,6.0,0.0,0.98,1.97,17.5,6.28,0.41,20.2,3.65,1.91,1.14,2.04,0.87,4.35,2.08,7.83,3.77,'IS808_Rev',0.39500000000000001776); -INSERT INTO UnequalAngle VALUES(17,'∠ 60ⅹ 40ⅹ 6',4.49,5.72,60.0,40.0,6.0,6.0,0.0,1.02,2.01,20.5,7.29,0.41,23.5,4.26,1.89,1.13,2.03,0.86,5.13,2.45,9.21,4.47,'IS808_Rev',0.67600000000000015631); -INSERT INTO UnequalAngle VALUES(18,'∠ 60ⅹ 40ⅹ 8',5.84,7.44,60.0,40.0,8.0,6.0,0.0,1.09,2.08,25.9,9.12,0.4,29.6,5.45,1.87,1.11,1.99,0.86,6.62,3.14,11.8,5.83,'IS808_Rev',1.57); -INSERT INTO UnequalAngle VALUES(19,'∠ 65 ⅹ45ⅹ 5',4.18,5.33,65.0,45.0,5.0,6.0,0.0,1.1,2.09,22.8,9.02,0.44,26.7,5.12,2.07,1.3,2.24,0.98,5.16,2.65,9.33,4.77,'IS808_Rev',0.43700000000000001065); -INSERT INTO UnequalAngle VALUES(20,'∠ 65 ⅹ45ⅹ 6',4.96,6.32,65.0,45.0,6.0,6.0,0.0,1.14,2.13,26.7,10.5,0.44,31.2,5.99,2.06,1.29,2.22,0.97,6.1,3.12,11.0,5.66,'IS808_Rev',0.74800000000000004263); -INSERT INTO UnequalAngle VALUES(21,'∠ 65 ⅹ45ⅹ 8',6.47,8.24,65.0,45.0,8.0,6.0,0.0,1.21,2.2,33.9,13.2,0.43,39.5,7.66,2.03,1.27,2.19,0.96,7.89,4.02,14.1,7.39,'IS808_Rev',1.74); -INSERT INTO UnequalAngle VALUES(22,'∠ 70 ⅹ45ⅹ 5',4.39,5.59,70.0,45.0,5.0,6.5,0.0,1.06,2.29,28.0,9.2,0.39,31.8,5.42,2.24,1.28,2.39,0.98,5.95,2.68,10.7,4.82,'IS808_Rev',0.4580000000000000071); -INSERT INTO UnequalAngle VALUES(23,'∠ 70 ⅹ45ⅹ 6',5.21,6.63,70.0,45.0,6.0,6.5,0.0,1.1,2.33,32.8,10.7,0.39,37.2,6.34,2.23,1.27,2.37,0.98,7.04,3.15,12.6,5.72,'IS808_Rev',0.78399999999999998578); -INSERT INTO UnequalAngle VALUES(24,'∠ 70 ⅹ45ⅹ 8',6.79,8.65,70.0,45.0,8.0,6.5,0.0,1.18,2.41,41.8,13.5,0.38,47.2,8.1,2.2,1.25,2.34,0.97,9.12,4.06,16.3,7.5,'IS808_Rev',1.82); -INSERT INTO UnequalAngle VALUES(25,'∠ 70 ⅹ45ⅹ 10',8.31,10.5,70.0,45.0,10.0,6.5,0.0,1.25,2.49,50.0,16.0,0.37,56.2,9.81,2.17,1.23,2.3,0.96,11.0,4.91,19.7,9.22,'IS808_Rev',3.5); -INSERT INTO UnequalAngle VALUES(26,'∠ 75 ⅹ 50ⅹ 5',4.78,6.09,75.0,50.0,5.0,6.5,0.0,1.18,2.41,35.1,12.7,0.41,40.5,7.32,2.4,1.44,2.58,1.1,6.9,3.32,12.4,5.95,'IS808_Rev',0.5); -INSERT INTO UnequalAngle VALUES(27,'∠ 75 ⅹ 50ⅹ 6',5.68,7.23,75.0,50.0,6.0,6.5,0.0,1.22,2.45,41.2,14.8,0.41,47.5,8.57,2.39,1.43,2.56,1.09,8.17,3.92,14.7,7.07,'IS808_Rev',0.85600000000000004973); -INSERT INTO UnequalAngle VALUES(28,'∠ 75 ⅹ 50ⅹ 8',7.42,9.45,75.0,50.0,8.0,6.5,0.0,1.29,2.53,52.7,18.7,0.41,60.5,10.9,2.36,1.41,2.53,1.08,10.6,5.05,19.0,9.25,'IS808_Rev',1.99); -INSERT INTO UnequalAngle VALUES(29,'∠ 75 ⅹ 50ⅹ 10',9.1,11.5,75.0,50.0,10.0,6.5,0.0,1.37,2.61,63.2,22.3,0.4,72.2,13.3,2.34,1.39,2.5,1.07,12.9,6.13,23.1,11.3,'IS808_Rev',3.83); -INSERT INTO UnequalAngle VALUES(30,'∠ 80ⅹ 50ⅹ 5',4.99,6.36,80.0,50.0,5.0,7.0,0.0,1.14,2.62,42.0,12.9,0.37,47.3,7.68,2.57,1.43,2.73,1.1,7.81,3.34,14.0,5.99,'IS808_Rev',0.52); -INSERT INTO UnequalAngle VALUES(31,'∠ 80ⅹ 50ⅹ 6',5.92,7.55,80.0,50.0,6.0,7.0,0.0,1.18,2.66,49.4,15.1,0.37,55.5,8.99,2.56,1.41,2.71,1.09,9.25,3.95,16.5,7.13,'IS808_Rev',0.89199999999999999289); -INSERT INTO UnequalAngle VALUES(32,'∠ 80ⅹ 50ⅹ 8',7.74,9.87,80.0,50.0,8.0,7.0,0.0,1.26,2.74,63.2,19.1,0.37,70.8,11.5,2.53,1.39,2.68,1.08,12.0,5.09,21.4,9.36,'IS808_Rev',2.08); -INSERT INTO UnequalAngle VALUES(33,'∠ 80ⅹ 50ⅹ 10',9.5,12.1,80.0,50.0,10.0,7.0,0.0,1.33,2.82,76.0,22.7,0.36,84.7,13.9,2.5,1.37,2.65,1.07,14.6,6.18,26.0,11.5,'IS808_Rev',4.0); -INSERT INTO UnequalAngle VALUES(34,'∠ 90 ⅹ 60ⅹ 6',6.88,8.76,90.0,60.0,6.0,7.5,0.0,1.42,2.9,72.8,26.3,0.41,84.0,15.2,2.88,1.73,3.1,1.32,11.9,5.74,21.5,10.2,'IS808_Rev',1.03); -INSERT INTO UnequalAngle VALUES(35,'∠ 90 ⅹ 60ⅹ 8',9.01,11.4,90.0,60.0,8.0,7.5,0.0,1.49,2.98,93.6,33.5,0.41,107.0,19.5,2.86,1.71,3.06,1.3,15.5,7.44,27.9,13.4,'IS808_Rev',2.42); -INSERT INTO UnequalAngle VALUES(36,'∠ 90 ⅹ 60ⅹ 10',11.08,14.1,90.0,60.0,10.0,7.5,0.0,1.57,3.06,113.0,40.1,0.41,129.0,23.6,2.83,1.69,3.03,1.29,19.0,9.05,34.1,16.6,'IS808_Rev',4.66); -INSERT INTO UnequalAngle VALUES(37,'∠ 90 ⅹ 60ⅹ 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ⅹ15',24.85,31.6,150.0,75.0,15.0,11.0,4.8,1.81,5.53,715.0,120.0,0.25,755.0,79.1,4.75,1.95,4.89,1.58,75.5,21.1,131.0,40.7,'IS808_Rev',23.6); -INSERT INTO UnequalAngle VALUES(103,'∠150ⅹ90ⅹ10',18.22,23.2,150.0,90.0,10.0,12.0,4.8,2.04,5.0,536.0,147.0,0.35,594.0,89.1,4.81,2.52,5.06,1.96,53.6,21.2,96.2,38.4,'IS808_Rev',7.66); -INSERT INTO UnequalAngle VALUES(104,'∠150ⅹ90ⅹ12',21.64,27.5,150.0,90.0,12.0,12.0,4.8,2.12,5.09,630.0,172.0,0.34,698.0,104.0,4.78,2.5,5.03,1.95,63.6,25.0,113.0,45.8,'IS808_Rev',13.1); -INSERT INTO UnequalAngle VALUES(105,'∠150ⅹ90ⅹ15',26.66,33.9,150.0,90.0,15.0,12.0,4.8,2.24,5.21,764.0,206.0,0.34,843.0,126.0,4.74,2.47,4.98,1.93,78.0,30.6,139.0,56.7,'IS808_Rev',25.3); -INSERT INTO UnequalAngle VALUES(106,'∠200ⅹ100ⅹ15',33.86,43.1,200.0,100.0,15.0,15.0,4.8,2.23,7.17,1770.0,303.0,0.25,1870.0,196.0,6.41,2.65,6.6,2.13,138.0,39.0,241.0,72.9,'IS808_Rev',32.0); -INSERT INTO UnequalAngle VALUES(107,'∠200ⅹ150ⅹ15',39.75,50.6,200.0,150.0,15.0,15.0,4.8,3.75,6.22,2030.0,988.0,0.5,2490.0,530.0,6.34,4.42,7.02,3.24,147.0,87.8,268.0,157.0,'IS808_Rev',37.6); -INSERT INTO UnequalAngle VALUES(108,'∠200ⅹ150ⅹ18',47.21,60.1,200.0,150.0,18.0,15.0,4.8,3.86,6.34,2390.0,1150.0,0.5,2920.0,623.0,6.3,4.38,6.97,3.22,175.0,103.0,317.0,187.0,'IS808_Rev',64.5); -CREATE TABLE IF NOT EXISTS "EqualAngle" ( - "Id" INTEGER NOT NULL, - "Designation" VARCHAR(50), - "Mass" REAL(10 , 2), - "Area" REAL(10 , 2), - "a" REAL(10 , 2), - "b" REAL(10 , 2), - "t" REAL(10 , 2), - "R1" REAL(10 , 2), - "R2" REAL(10 , 2), - "Cz" REAL(10 , 2), - "Cy" REAL(10 , 2), - "Iz" REAL(10 , 2), - "Iy" REAL(10 , 2), - "Alpha" REAL(10 , 2), - "Iu(max)" REAL(10 , 2), - "Iv(min)" REAL(10 , 2), - "rz" REAL(10 , 2), - "ry" REAL(10 , 2), - "ru(max)" REAL(10 , 2), - "rv(min)" REAL(10 , 2), - "Zz" REAL(10 , 2), - "Zy" REAL(10 , 2), - "Zpz" REAL(10 , 2), - "Zpy" REAL(10 , 2), - "Source" VARCHAR(50), - "It" REAL(10 , 2), - PRIMARY KEY("Id") -); -INSERT INTO EqualAngle VALUES(1,'∠ 20ⅹ 20ⅹ 3',0.9,1.14,20.0,20.0,3.0,4.0,0.0,0.6,0.6,0.4,0.4,0.79,0.64,0.17,0.59,0.59,0.75,0.39,0.29,0.29,0.52,0.53,'IS808_Rev',0.033000000000000007105); -INSERT INTO EqualAngle VALUES(2,'∠ 20ⅹ 20ⅹ 4',1.16,1.47,20.0,20.0,4.0,4.0,0.0,0.64,0.64,0.5,0.5,0.79,0.79,0.22,0.58,0.58,0.73,0.39,0.37,0.37,0.66,0.67,'IS808_Rev',0.075999999999999996447); -INSERT INTO EqualAngle VALUES(3,'∠ 25ⅹ 25ⅹ 3',1.14,1.45,25.0,25.0,3.0,4.5,0.0,0.73,0.73,0.83,0.83,0.79,1.3,0.35,0.75,0.75,0.95,0.49,0.46,0.46,0.83,0.84,'IS808_Rev',0.042000000000000001776); -INSERT INTO EqualAngle VALUES(4,'∠ 25ⅹ 25ⅹ 4',1.48,1.88,25.0,25.0,4.0,4.5,0.0,0.76,0.76,1.04,1.04,0.79,1.63,0.44,0.74,0.74,0.93,0.48,0.6,0.6,1.07,1.09,'IS808_Rev',0.098000000000000024868); -INSERT INTO EqualAngle VALUES(5,'∠ 25ⅹ 25ⅹ 5',1.8,2.29,25.0,25.0,5.0,4.5,0.0,0.8,0.8,1.23,1.23,0.79,1.92,0.54,0.73,0.73,0.92,0.48,0.72,0.72,1.3,1.31,'IS808_Rev',0.18700000000000001065); -INSERT INTO EqualAngle VALUES(6,'∠ 30ⅹ 30ⅹ 3',1.38,1.76,30.0,30.0,3.0,5.0,0.0,0.85,0.85,1.47,1.47,0.79,2.32,0.62,0.91,0.91,1.15,0.59,0.68,0.68,1.22,1.23,'IS808_Rev',0.050999999999999996447); -INSERT INTO EqualAngle VALUES(7,'∠ 30ⅹ 30ⅹ 4',1.8,2.29,30.0,30.0,4.0,5.0,0.0,0.89,0.89,1.86,1.86,0.79,2.94,0.78,0.9,0.9,1.13,0.58,0.88,0.88,1.58,1.6,'IS808_Rev',0.11899999999999999467); -INSERT INTO EqualAngle VALUES(8,'∠ 30ⅹ 30ⅹ 5',2.2,2.8,30.0,30.0,5.0,5.0,0.0,0.93,0.93,2.22,2.22,0.79,3.49,0.95,0.89,0.89,1.12,0.58,1.07,1.07,1.92,1.94,'IS808_Rev',0.22900000000000000355); -INSERT INTO EqualAngle VALUES(9,'∠ 35ⅹ 35ⅹ 3',1.62,2.06,35.0,35.0,3.0,5.0,0.0,0.97,0.97,2.38,2.38,0.79,3.77,0.99,1.07,1.07,1.35,0.69,0.94,0.94,1.69,1.7,'IS808_Rev',0.06); -INSERT INTO EqualAngle VALUES(10,'∠ 35ⅹ 35ⅹ 4',2.11,2.69,35.0,35.0,4.0,5.0,0.0,1.01,1.01,3.04,3.04,0.79,4.81,1.27,1.06,1.06,1.34,0.69,1.22,1.22,2.19,2.21,'IS808_Rev',0.14); -INSERT INTO EqualAngle VALUES(11,'∠ 35ⅹ 35ⅹ 5',2.59,3.3,35.0,35.0,5.0,5.0,0.0,1.05,1.05,3.65,3.65,0.79,5.76,1.54,1.05,1.05,1.32,0.68,1.49,1.49,2.68,2.69,'IS808_Rev',0.27); -INSERT INTO EqualAngle VALUES(12,'∠ 35ⅹ 35ⅹ 6',3.06,3.89,35.0,35.0,6.0,5.0,0.0,1.09,1.09,4.2,4.2,0.79,6.61,1.8,1.04,1.04,1.3,0.68,1.74,1.74,3.14,3.15,'IS808_Rev',0.46); -INSERT INTO EqualAngle VALUES(13,'∠ 40ⅹ 40ⅹ 3',1.86,2.37,40.0,40.0,3.0,5.5,0.0,1.09,1.09,3.61,3.61,0.79,5.72,1.51,1.23,1.23,1.55,0.8,1.24,1.24,2.22,2.24,'IS808_Rev',0.069000000000000003552); -INSERT INTO EqualAngle VALUES(14,'∠ 40ⅹ 40ⅹ 4',2.44,3.1,40.0,40.0,4.0,5.5,0.0,1.13,1.13,4.63,4.63,0.79,7.34,1.93,1.22,1.22,1.54,0.79,1.62,1.62,2.9,2.92,'IS808_Rev',0.16200000000000001065); -INSERT INTO EqualAngle VALUES(15,'∠ 40ⅹ 40ⅹ 5',2.99,3.81,40.0,40.0,5.0,5.5,0.0,1.17,1.17,5.58,5.58,0.79,8.83,2.33,1.21,1.21,1.52,0.78,1.97,1.97,3.55,3.57,'IS808_Rev',0.31200000000000001065); -INSERT INTO EqualAngle VALUES(16,'∠ 40ⅹ 40ⅹ 6',3.54,4.5,40.0,40.0,6.0,5.5,0.0,1.21,1.21,6.46,6.46,0.79,10.2,2.73,1.2,1.2,1.5,0.78,2.32,2.32,4.17,4.19,'IS808_Rev',0.53200000000000002842); -INSERT INTO EqualAngle VALUES(17,'∠ 45ⅹ 45ⅹ 3',2.1,2.67,45.0,45.0,3.0,5.5,0.0,1.22,1.22,5.2,5.2,0.79,8.2,2.17,1.39,1.39,1.76,0.9,1.58,1.58,2.84,2.86,'IS808_Rev',0.078000000000000015987); -INSERT INTO EqualAngle VALUES(18,'∠ 45ⅹ 45ⅹ 4',2.75,3.5,45.0,45.0,4.0,5.5,0.0,1.26,1.26,6.7,6.7,0.79,10.6,2.78,1.38,1.38,1.74,0.89,2.07,2.07,3.71,3.73,'IS808_Rev',0.1830000000000000071); -INSERT INTO EqualAngle VALUES(19,'∠ 45ⅹ 45ⅹ 5',3.39,4.31,45.0,45.0,5.0,5.5,0.0,1.3,1.3,8.1,8.1,0.79,12.8,3.37,1.37,1.37,1.72,0.88,2.53,2.53,4.55,4.57,'IS808_Rev',0.35400000000000000355); -INSERT INTO EqualAngle VALUES(20,'∠ 45ⅹ 45ⅹ 6',4.01,5.1,45.0,45.0,6.0,5.5,0.0,1.34,1.34,9.42,9.42,0.79,14.9,3.94,1.36,1.36,1.71,0.88,2.98,2.98,5.36,5.38,'IS808_Rev',0.60400000000000000355); -INSERT INTO EqualAngle VALUES(21,'∠ 50ⅹ 50ⅹ 3',2.34,2.99,50.0,50.0,3.0,6.0,0.0,1.34,1.34,7.21,7.21,0.79,11.4,3.01,1.55,1.55,1.96,1.0,1.97,1.97,3.53,3.55,'IS808_Rev',0.086999999999999992894); -INSERT INTO EqualAngle VALUES(22,'∠ 50ⅹ 50ⅹ 4',3.08,3.92,50.0,50.0,4.0,6.0,0.0,1.38,1.38,9.32,9.32,0.79,14.8,3.86,1.54,1.54,1.94,0.99,2.57,2.57,4.62,4.64,'IS808_Rev',0.20400000000000000355); -INSERT INTO EqualAngle VALUES(23,'∠ 50ⅹ 50ⅹ 5',3.79,4.83,50.0,50.0,5.0,6.0,0.0,1.42,1.42,11.3,11.3,0.79,17.9,4.69,1.53,1.53,1.93,0.99,3.16,3.16,5.67,5.7,'IS808_Rev',0.39500000000000001776); -INSERT INTO EqualAngle VALUES(24,'∠ 50ⅹ 50ⅹ 6',4.49,5.72,50.0,50.0,6.0,6.0,0.0,1.46,1.46,13.2,13.2,0.79,20.8,5.48,1.52,1.52,1.91,0.98,3.72,3.72,6.69,6.71,'IS808_Rev',0.67600000000000015631); -INSERT INTO EqualAngle VALUES(25,'∠ 55ⅹ 55ⅹ 4',3.4,4.33,55.0,55.0,4.0,6.5,0.0,1.5,1.5,12.5,12.5,0.79,19.9,5.2,1.7,1.7,2.14,1.1,3.14,3.14,5.63,5.66,'IS808_Rev',0.22600000000000002309); -INSERT INTO EqualAngle VALUES(26,'∠ 55ⅹ 55ⅹ 5',4.19,5.34,55.0,55.0,5.0,6.5,0.0,1.54,1.54,15.2,15.2,0.79,24.2,6.31,1.69,1.69,2.13,1.09,3.85,3.85,6.92,6.95,'IS808_Rev',0.43700000000000001065); -INSERT INTO EqualAngle VALUES(27,'∠ 55ⅹ 55ⅹ 6',4.97,6.33,55.0,55.0,6.0,6.5,0.0,1.58,1.58,17.8,17.8,0.79,28.2,7.39,1.68,1.68,2.11,1.08,4.55,4.55,8.17,8.2,'IS808_Rev',0.74800000000000004263); -INSERT INTO EqualAngle VALUES(28,'∠ 55ⅹ 55ⅹ 8',6.48,8.25,55.0,55.0,8.0,6.5,0.0,1.66,1.66,22.5,22.5,0.79,35.6,9.48,1.65,1.65,2.08,1.07,5.87,5.87,10.5,10.6,'IS808_Rev',1.74); -INSERT INTO EqualAngle VALUES(29,'∠ 60ⅹ 60ⅹ 4',3.71,4.73,60.0,60.0,4.0,6.5,0.0,1.63,1.63,16.4,16.4,0.79,26.0,6.8,1.86,1.86,2.35,1.2,3.76,3.76,6.74,6.77,'IS808_Rev',0.24699999999999993072); -INSERT INTO EqualAngle VALUES(30,'∠ 60ⅹ 60ⅹ 5',4.58,5.84,60.0,60.0,5.0,6.5,0.0,1.67,1.67,20.0,20.0,0.79,31.7,8.26,1.85,1.85,2.33,1.19,4.62,4.62,8.3,8.32,'IS808_Rev',0.47900000000000000355); -INSERT INTO EqualAngle VALUES(31,'∠ 60ⅹ 60ⅹ 6',5.44,6.93,60.0,60.0,6.0,6.5,0.0,1.71,1.71,23.4,23.4,0.79,37.1,9.69,1.84,1.84,2.31,1.18,5.46,5.46,9.81,9.84,'IS808_Rev',0.82); -INSERT INTO EqualAngle VALUES(32,'∠ 60ⅹ 60ⅹ 8',7.1,9.05,60.0,60.0,8.0,6.5,0.0,1.78,1.78,29.8,29.8,0.79,47.1,12.4,1.81,1.81,2.28,1.17,7.06,7.06,12.7,12.7,'IS808_Rev',1.91); -INSERT INTO EqualAngle VALUES(33,'∠ 65ⅹ 65ⅹ 4',4.03,5.13,65.0,65.0,4.0,6.5,0.0,1.75,1.75,21.0,21.0,0.79,33.4,8.69,2.02,2.02,2.55,1.3,4.43,4.43,7.95,7.98,'IS808_Rev',0.26800000000000001598); -INSERT INTO EqualAngle VALUES(34,'∠ 65ⅹ 65ⅹ 5',4.98,6.34,65.0,65.0,5.0,6.5,0.0,1.79,1.79,25.7,25.7,0.79,40.8,10.6,2.01,2.01,2.54,1.29,5.45,5.45,9.8,9.83,'IS808_Rev',0.52); -INSERT INTO EqualAngle VALUES(35,'∠ 65ⅹ 65ⅹ 6',5.91,7.53,65.0,65.0,6.0,6.5,0.0,1.83,1.83,30.1,30.1,0.79,47.8,12.4,2.0,2.0,2.52,1.28,6.45,6.45,11.5,11.6,'IS808_Rev',0.89199999999999999289); -INSERT INTO EqualAngle VALUES(36,'∠ 65ⅹ 65ⅹ 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VALUES(114,'WB 225',33.93,43.2,225.0,150.0,6.4,9.9,96,9.0,4.5,3920.0,448.0,9.52,3.22,348.0,59.8,389.0,99.7,15.5,64400.0,'IS808_Rev',NULL); -INSERT INTO Beams VALUES(115,'WB 250',40.84,52.0,250.0,200.0,6.7,9.0,96,10.0,5.0,5940.0,857.0,10.6,4.05,475.0,85.7,527.0,149.0,17.8,174000.0,'IS808_Rev',NULL); -INSERT INTO Beams VALUES(116,'WB 300',48.12,61.3,300.0,200.0,7.4,10.0,96,11.0,5.5,9820.0,990.0,12.6,4.01,654.0,99.0,731.0,171.0,24.7,280000.0,'IS808_Rev',NULL); -INSERT INTO Beams VALUES(117,'WB 350',56.89,72.4,350.0,200.0,8.0,11.4,96,12.0,6.0,15500.0,1170.0,14.6,4.02,887.0,117.0,995.0,200.0,35.6,435000.0,'IS808_Rev',NULL); -INSERT INTO Beams VALUES(118,'WB 400',66.71,85.0,400.0,200.0,8.6,13.0,96,13.0,6.5,23400.0,1380.0,16.6,4.04,1170.0,138.0,1320.0,234.0,50.6,648000.0,'IS808_Rev',NULL); -INSERT INTO Beams VALUES(119,'WB 450',79.52,101.0,450.0,200.0,9.2,15.4,96,15.0,7.0,35100.0,1700.0,18.6,4.1,1560.0,170.0,1760.0,284.0,78.7,969000.0,'IS808_Rev',NULL); -INSERT INTO Beams VALUES(120,'WB 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VALUES(319,'UB 914 x 305 x 224',224.2,285.6,910.4,304.1,15.9,23.9,90,19.1,0.0,376413.0,11233.0,36.3,6.3,8269.0,739.0,9535.0,1163.0,NULL,NULL,'',NULL); -INSERT INTO Beams VALUES(320,'UB 914 x 305 x 253',253.4,322.8,918.4,305.5,17.3,27.9,90,19.1,0.0,436304.0,13298.0,36.8,6.4,9501.0,871.0,10942.0,1371.0,NULL,NULL,'',NULL); -INSERT INTO Beams VALUES(321,'UB 914 x 305 x 289',289.1,368.3,926.6,307.7,19.5,32.0,90,19.1,0.0,504187.0,15594.0,37.0,6.5,10883.0,1014.0,12570.0,1601.0,NULL,NULL,'',NULL); -INSERT INTO Beams VALUES(322,'UB 914 x 419 x 343',343.3,437.3,911.8,418.5,19.4,32.0,90,24.1,0.0,625779.0,39149.0,37.8,9.5,13726.0,1871.0,15477.0,2890.0,NULL,NULL,'',NULL); -INSERT INTO Beams VALUES(323,'UB 914 x 419 x 388',388.0,494.2,921.0,420.5,21.4,36.6,90,24.1,0.0,719635.0,45431.0,38.2,9.6,15627.0,2161.0,17665.0,3341.0,NULL,NULL,'',NULL); -CREATE TABLE IF NOT EXISTS "Channels" ( - "Id" INTEGER, - "Designation" VARCHAR(50), - "Mass" REAL(10 , 2), - "Area" REAL(10 , 2), - "D" INTEGER(50), - "B" INTEGER(50), - "tw" REAL(10 , 2), - "T" REAL(10 , 2), - "FlangeSlope" INTEGER, - "R1" REAL(10 , 2), - "R2" REAL(10 , 2), - "Cy" REAL(10 , 2), - "Iz" REAL(10 , 2), - "Iy" REAL(10 , 2), - "rz" REAL(10 , 2), - "ry" REAL(10 , 2), - "Zz" REAL(10 , 2), - "Zy" REAL(10 , 2), - "Zpz" REAL(10 , 2), - "Zpy" REAL, - "It" REAL(10 , 2), - "Iw" REAL(10 , 2), - "Source" VARCHAR(100), - "Type" VARCHAR(100), - PRIMARY KEY("Id") -); -INSERT INTO Channels VALUES(1,'MC 75',7.14,9.08,75,40,4.8,7.5,96,8.5,2.4,1.32,78.2,12.7,2.94,1.18,20.9,4.8,25.0,9.0,1.59,132.0,'IS808_Rev',NULL); -INSERT INTO Channels VALUES(2,'MC 100',9.56,12.1,100,50,5.0,7.7,96,9.0,2.4,1.54,191.0,26.3,3.97,1.47,38.4,7.6,45.2,14.8,2.25,512.0,'IS808_Rev',NULL); -INSERT INTO Channels VALUES(3,'MC 125',13.1,16.6,125,65,5.3,8.2,96,9.5,2.4,1.95,424.0,60.3,5.05,1.9,67.9,13.3,78.9,26.0,3.59,1900.0,'IS808_Rev',NULL); -INSERT INTO Channels VALUES(4,'MC 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125',7.9,10.0,125,50,3.0,6.6,91.5,6.0,2.4,1.64,269.0,25.1,5.17,1.58,43.1,7.5,49.1,13.6,1.07,701.0,'IS808_Rev',NULL); -INSERT INTO Channels VALUES(23,'JC 150',9.9,12.6,150,55,3.6,6.9,91.5,7.0,2.4,1.67,471.0,37.4,6.1,1.72,62.9,9.8,72.1,18.1,1.47,1520.0,'IS808_Rev',NULL); -INSERT INTO Channels VALUES(24,'JC 175',11.2,14.2,175,60,3.6,6.9,91.5,7.0,3.0,1.75,720.0,49.6,7.11,1.87,82.3,11.7,94.2,21.9,1.62,2780.0,'IS808_Rev',NULL); -INSERT INTO Channels VALUES(25,'JC 200',14.0,17.7,200,70,4.1,7.1,91.5,8.0,3.2,1.97,1160.0,82.8,8.08,2.16,116.0,16.5,133.0,31.0,2.23,6150.0,'IS808_Rev',NULL); -INSERT INTO Channels VALUES(26,'LC 75',5.7,7.26,75,40,3.7,6.0,91.5,6.0,2.0,1.35,65.9,11.3,3.01,1.25,17.6,4.3,20.6,7.7,0.72599999999999997868,110.0,'IS808_Rev',NULL); -INSERT INTO Channels VALUES(27,'LC 100',7.9,10.0,100,50,4.0,6.4,91.5,6.0,2.0,1.62,164.0,24.4,4.05,1.56,32.9,7.2,38.1,13.3,1.11,434.0,'IS808_Rev',NULL); -INSERT INTO Channels VALUES(28,'LC 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150*',17.7,22.5,150,76,6.5,9.0,90,10.0,5.0,2.4,817.0,128.0,6.02,2.38,109.0,24.7,126.0,45.1,5.25,5060.0,'IS808_Rev',NULL); -INSERT INTO Channels VALUES(47,'MPC 175',19.6,24.9,175,75,6.0,10.2,90,10.5,6.0,2.39,1240.0,138.0,7.06,2.36,141.0,27.0,164.0,49.5,6.66,7450.0,'IS808_Rev',NULL); -INSERT INTO Channels VALUES(48,'MPC 175*',21.7,27.6,175,77,7.5,10.2,90,10.5,6.0,2.32,1310.0,155.0,6.9,2.37,150.0,28.9,176.0,53.0,8.1,8550.0,'IS808_Rev',NULL); -INSERT INTO Channels VALUES(49,'MPC 200',22.3,28.4,200,75,6.2,11.4,90,11.0,6.0,2.34,1830.0,157.0,8.03,2.35,183.0,30.5,213.0,55.9,8.99,11000.0,'IS808_Rev',NULL); -INSERT INTO Channels VALUES(50,'MPC 200*',24.3,30.9,200,76,7.5,11.4,90,11.0,6.5,2.26,1910.0,168.0,7.86,2.33,191.0,31.5,225.0,57.8,10.4,12100.0,'IS808_Rev',NULL); -INSERT INTO Channels VALUES(51,'MPC 225',26.1,33.2,225,80,6.5,12.4,90,12.0,6.5,2.48,2710.0,208.0,9.03,2.5,241.0,37.9,280.0,69.5,12.1,18700.0,'IS808_Rev',NULL); -INSERT INTO Channels VALUES(52,'MPC 225*',30.7,39.0,225,83,9.0,12.4,90,12.0,7.0,2.37,2960.0,244.0,8.72,2.51,263.0,41.3,312.0,75.3,16.2,22800.0,'IS808_Rev',NULL); -INSERT INTO Channels VALUES(53,'MPC 250',30.6,38.9,250,80,7.2,14.1,90,12.0,7.0,2.44,3830.0,240.0,9.93,2.48,307.0,43.2,359.0,79.3,17.5,26800.0,'IS808_Rev',NULL); -INSERT INTO Channels VALUES(54,'MPC 250*',34.2,43.4,250,82,9.0,14.1,90,12.0,7.0,2.36,4080.0,267.0,9.69,2.48,326.0,45.9,387.0,83.5,21.1,30600.0,'IS808_Rev',NULL); -INSERT INTO Channels VALUES(55,'MPC 250*',38.1,48.6,250,84,11.0,14.1,90,12.0,7.0,2.31,4350.0,295.0,9.46,2.46,348.0,48.4,420.0,87.7,26.7,34900.0,'IS808_Rev',NULL); -INSERT INTO Channels VALUES(56,'MPC 300',36.3,46.2,300,90,7.8,13.6,90,13.0,7.0,2.54,6420.0,351.0,11.7,2.76,428.0,54.4,502.0,99.1,19.8,57500.0,'IS808_Rev',NULL); -INSERT INTO Channels VALUES(57,'MPC 300*',41.5,52.8,300,92,10.0,13.6,90,13.0,7.0,2.42,6910.0,390.0,11.4,2.72,460.0,57.5,551.0,103.0,25.7,66100.0,'IS808_Rev',NULL); -INSERT INTO Channels VALUES(58,'MPC 300*',46.2,58.8,300,94,12.0,13.6,90,13.0,7.0,2.36,7360.0,424.0,11.1,2.69,490.0,60.3,596.0,108.0,33.5,74400.0,'IS808_Rev',NULL); -INSERT INTO Channels VALUES(59,'MPC 350',42.7,54.3,350,100,8.3,13.5,90,14.0,8.0,2.65,10100.0,497.0,13.6,3.02,577.0,67.7,679.0,122.0,23.4,112000.0,'IS808_Rev',NULL); -INSERT INTO Channels VALUES(60,'MPC 400',50.1,63.8,400,100,8.8,15.3,90,15.0,8.0,2.6,15200.0,572.0,15.4,3.0,762.0,77.4,901.0,139.0,33.1,170000.0,'IS808_Rev',NULL); -CREATE TABLE IF NOT EXISTS "SHS" ( - "Id" INTEGER NOT NULL, - "Designation" VARCHAR, - "D" REAL(10 , 2), - "B" REAL(10 , 2), - "T" REAL(10 , 2), - "W" REAL(10 , 2), - "A" REAL(10 , 2), - "Izz" REAL(10 , 2), - "Iyy" REAL(10 , 2), - "Rzz" REAL(10 , 2), - "Ryy" REAL(10 , 2), - "Zzz" REAL(10 , 2), - "Zyy" REAL(10 , 2), - "Zpz" REAL(10 , 2), - "Zpy" REAL(10 , 2), - "Source" VARCHAR(50), - PRIMARY KEY("Id") -); -INSERT INTO SHS VALUES(1,' SHS 25 x 25 x 2.6',25.0,25.0,2.6,1.69,2.16,1.72,1.72,0.89,0.89,1.38,1.38,1.76,1.76,'IS 4923:1997'); -INSERT INTO SHS VALUES(2,' SHS 25 x 25 x 3.2',25.0,25.0,3.2,1.98,2.53,1.89,1.89,0.86,0.86,1.51,1.51,1.98,1.98,'IS 4923:1997'); -INSERT INTO SHS VALUES(3,' SHS 30 x 30 x 2.6',30.0,30.0,2.6,2.1,2.68,3.23,3.23,1.1,1.1,2.15,2.15,2.68,2.68,'IS 4923:1997'); -INSERT INTO SHS VALUES(4,' SHS 30 x 30 x 3.2',30.0,30.0,3.2,2.49,3.17,3.62,3.62,1.07,1.07,2.41,2.41,3.08,3.08,'IS 4923:1997'); -INSERT INTO SHS VALUES(5,' SHS 30 x 30 x 4.0',30.0,30.0,4.0,2.94,3.75,3.97,3.97,1.03,1.03,2.64,2.64,3.5,3.5,'IS 4923:1997'); -INSERT INTO SHS VALUES(6,' SHS 32 x 32 x 2.6',32.0,32.0,2.6,2.26,2.88,4.02,4.02,1.18,1.18,2.51,2.51,3.11,3.11,'IS 4923:1997'); -INSERT INTO SHS VALUES(7,' SHS 32 x 32 x 3.2',32.0,32.0,3.2,2.69,3.42,4.54,4.54,1.15,1.15,2.84,2.84,3.59,3.59,'IS 4923:1997'); -INSERT INTO SHS VALUES(8,' SHS 32 x 32 x 4.0',32.0,32.0,4.0,3.19,4.07,5.02,5.02,1.11,1.11,3.14,3.14,4.11,4.11,'IS 4923:1997'); -INSERT INTO SHS VALUES(9,' SHS 35 x 35 x 2.6',35.0,35.0,2.6,2.51,3.2,5.43,5.43,1.3,1.3,3.1,3.1,3.81,3.81,'IS 4923:1997'); -INSERT INTO SHS VALUES(10,' SHS 35 x 35 x 3.2',35.0,35.0,3.2,2.99,3.81,6.18,6.18,1.27,1.27,3.53,3.53,4.42,4.42,'IS 4923:1997'); -INSERT INTO SHS VALUES(11,' SHS 35 x 35 x 4.0',35.0,35.0,4.0,3.57,4.55,6.93,6.93,1.23,1.23,3.96,3.96,5.11,5.11,'IS 4923:1997'); -INSERT INTO SHS VALUES(12,' SHS 38 x 38 x 2.6',38.0,38.0,2.6,2.75,3.51,7.14,7.14,1.43,1.43,3.76,3.76,4.57,4.57,'IS 4923:1997'); -INSERT INTO SHS VALUES(13,' SHS 38 x 38 x 2.9',38.0,38.0,2.9,3.03,3.86,7.68,7.68,1.41,1.41,4.04,4.04,4.97,4.97,'IS 4923:1997'); -INSERT INTO SHS VALUES(14,' SHS 38 x 38 x 3.2',38.0,38.0,3.2,3.29,4.19,8.18,8.18,2.4,2.4,4.3,4.3,5.34,5.34,'IS 4923:1997'); -INSERT INTO SHS VALUES(15,' SHS 38 x 38 x 3.6',38.0,38.0,3.6,3.63,4.62,8.76,8.76,1.38,1.38,4.61,4.61,5.8,5.8,'IS 4923:1997'); -INSERT INTO SHS VALUES(16,' SHS 38 x 38 x 4.0',38.0,38.0,4.0,3.95,5.03,9.26,9.26,1.36,1.36,4.87,4.87,6.22,6.22,'IS 4923:1997'); -INSERT INTO SHS VALUES(17,' SHS 40 x 40 x 2.6',40.0,40.0,2.6,2.92,3.72,8.45,8.45,1.51,1.51,4.22,4.22,5.12,5.12,'IS 4923:1997'); -INSERT INTO SHS VALUES(18,' SHS 40 x 40 x 3.2',40.0,40.0,3.2,3.49,4.45,9.72,9.72,1.48,1.48,4.86,4.86,6.01,6.01,'IS 4923:1997'); -INSERT INTO SHS VALUES(19,' SHS 40 x 40 x 3.6',40.0,40.0,3.6,3.85,4.91,10.45,10.45,1.46,1.46,5.22,5.22,6.53,6.53,'IS 4923:1997'); -INSERT INTO SHS VALUES(20,' SHS 40 x 40 x 4.0',40.0,40.0,4.0,4.2,5.35,11.07,11.07,1.44,1.44,5.54,5.54,7.01,7.01,'IS 4923:1997'); -INSERT INTO SHS VALUES(21,' SHS 45 x 45 x 2.6',45.0,45.0,2.6,3.32,4.24,12.47,12.47,1.71,1.71,5.52,5.52,6.64,6.64,'IS 4923:1997'); -INSERT INTO SHS VALUES(22,' SHS 45 x 45 x 2.9',45.0,45.0,2.9,3.66,4.67,13.45,13.45,1.7,1.7,5.98,5.98,7.25,7.25,'IS 4923:1997'); -INSERT INTO SHS VALUES(23,' SHS 45 x 45 x 3.2',45.0,45.0,3.2,3.99,5.09,14.41,14.41,1.68,1.68,6.4,6.4,7.83,7.83,'IS 4923:1997'); -INSERT INTO SHS VALUES(24,' SHS 45 x 45 x 3.6',45.0,45.0,3.6,4.42,5.63,15.57,15.57,1.66,1.66,6.92,6.92,8.55,8.55,'IS 4923:1997'); -INSERT INTO SHS VALUES(25,' SHS 45 x 45 x 4.5',45.0,45.0,4.5,5.31,6.77,17.74,17.74,1.62,1.62,7.88,7.88,9.99,9.99,'IS 4923:1997'); -INSERT INTO SHS VALUES(26,' SHS 49.5 x 49.5 x 2.9',49.0,49.0,2.9,4.07,5.19,18.37,18.37,1.88,1.88,7.42,7.42,8.93,8.93,'IS 4923:1997'); -INSERT INTO SHS VALUES(27,' SHS 49.5 x 49.5 x 3.6',49.0,49.0,3.6,4.93,6.28,21.42,21.42,1.85,1.85,8.66,8.66,10.6,10.6,'IS 4923:1997'); -INSERT INTO SHS VALUES(28,' SHS 49.5 x 49.5 x 4.5',49.0,49.0,4.5,5.95,7.58,24.64,24.64,1.8,1.8,9.96,9.96,12.47,12.47,'IS 4923:1997'); -INSERT INTO SHS VALUES(29,' SHS 63.5 x 63.5 x 3.2',63.0,63.0,3.2,5.85,7.45,44.35,44.35,2.44,2.44,13.97,13.97,16.65,16.65,'IS 4923:1997'); -INSERT INTO SHS VALUES(30,' SHS 63.5 x 63.5 x 3.6',63.0,63.0,3.6,6.51,8.29,48.55,48.55,2.42,2.42,15.29,15.29,18.36,18.36,'IS 4923:1997'); -INSERT INTO SHS VALUES(31,' SHS 63.5 x 63.5 x 4.5',63.0,63.0,4.5,7.93,10.1,57.0,57.0,2.38,2.38,17.95,17.95,21.93,21.93,'IS 4923:1997'); -INSERT INTO SHS VALUES(32,' SHS 72 x 72 x 3.2',72.0,72.0,3.2,6.71,8.54,66.32,66.32,2.79,2.79,18.42,18.42,21.8,21.8,'IS 4923:1997'); -INSERT INTO SHS VALUES(33,' SHS 72 x 72 x 4.0',72.0,72.0,4.0,8.22,10.47,79.03,79.03,2.75,2.75,21.95,21.95,26.32,26.32,'IS 4923:1997'); -INSERT INTO SHS VALUES(34,' SHS 72 x 72 x 4.8',72.0,72.0,4.8,9.66,12.31,90.31,90.31,2.71,2.71,25.09,25.09,30.49,30.49,'IS 4923:1997'); -INSERT INTO SHS VALUES(35,' SHS 75 x 75 x 3.2',75.0,75.0,3.2,7.01,8.93,75.53,75.53,2.91,2.91,20.41,20.41,23.79,23.79,'IS 4923:1997'); -INSERT INTO SHS VALUES(36,' SHS 75 x 75 x 4.0',75.0,75.0,4.0,8.59,10.95,90.19,90.19,2.87,2.87,24.05,24.05,28.76,28.76,'IS 4923:1997'); -INSERT INTO SHS VALUES(37,' SHS 75 x 75 x 4.9',75.0,75.0,4.9,10.3,13.12,104.82,104.82,2.83,2.83,27.95,27.95,33.92,33.92,'IS 4923:1997'); -INSERT INTO SHS VALUES(38,' SHS 88.9 x 88.9 x 3.6',88.0,88.0,3.6,9.38,11.95,142.83,142.83,3.46,3.46,32.13,32.13,37.85,37.85,'IS 4923:1997'); -INSERT INTO SHS VALUES(39,' SHS 88.9 x 88.9 x 4.5',88.0,88.0,4.5,11.52,14.67,170.97,170.97,3.41,3.41,38.46,38.46,45.55,45.55,'IS 4923:1997'); -INSERT INTO SHS VALUES(40,' SHS 88.9 x 88.9 x 4.9',88.0,88.0,4.9,12.44,15.85,182.57,182.57,3.39,3.39,41.07,41.07,49.23,49.23,'IS 4923:1997'); -INSERT INTO SHS VALUES(41,' SHS 91.5 x 91.5 x 3.6',91.0,91.0,3.6,9.67,12.32,156.49,156.49,3.56,3.56,34.21,34.21,40.24,40.24,'IS 4923:1997'); -INSERT INTO SHS VALUES(42,' SHS 91.5 x 91.5 x 4.5',91.0,91.0,4.5,11.88,15.14,187.57,187.57,3.52,3.52,41.0,41.0,48.79,48.79,'IS 4923:1997'); -INSERT INTO SHS VALUES(43,' SHS 91.5 x 91.5 x 5.4',91.0,91.0,5.4,14.01,17.85,215.68,215.68,3.48,3.48,47.14,47.14,56.77,56.77,'IS 4923:1997'); -INSERT INTO SHS VALUES(44,' SHS 100 x 100 x 4.0',100.0,100.0,4.0,11.73,14.95,226.35,226.35,3.89,3.89,45.27,45.27,53.3,53.3,'IS 4923:1997'); -INSERT INTO SHS VALUES(45,' SHS 100 x 100 x 5.0',100.0,100.0,5.0,14.41,18.36,271.1,271.1,3.84,3.84,54.22,54.22,64.59,64.59,'IS 4923:1997'); -INSERT INTO SHS VALUES(46,' SHS 100 x 100 x 6.0',100.0,100.0,6.0,16.98,21.63,311.47,311.47,3.79,3.79,62.29,62.29,75.1,75.1,'IS 4923:1997'); -INSERT INTO SHS VALUES(47,' SHS 113.5 x 113.5 x 4.5',113.0,113.0,4.5,14.99,19.1,372.88,372.88,4.42,4.42,65.71,65.71,77.33,77.33,'IS 4923:1997'); -INSERT INTO SHS VALUES(48,' SHS 113.5 x 113.5 x 4.8',113.0,113.0,4.8,15.92,20.28,393.31,393.31,4.4,4.4,69.3,69.3,81.81,81.81,'IS 4923:1997'); -INSERT INTO SHS VALUES(49,' SHS 113.5 x 113.5 x 5.4',113.0,113.0,5.4,17.74,22.6,432.58,432.58,4.38,4.38,76.23,76.23,90.55,90.55,'IS 4923:1997'); -INSERT INTO SHS VALUES(50,' SHS 113.5 x I13.5 x 6.0',113.0,113.0,6.0,19.53,24.87,469.81,469.81,4.35,4.35,82.79,82.79,98.96,98.96,'IS 4923:1997'); -INSERT INTO SHS VALUES(51,' SHS 125 x 125 x 4.5',125.0,125.0,4.5,16.62,21.17,505.83,505.83,4.89,4.89,80.93,80.93,94.54,94.54,'IS 4923:1997'); -INSERT INTO SHS VALUES(52,' SHS 125 x 125 x 5.0',125.0,125.0,5.0,18.33,23.36,552.62,552.62,4.86,4.86,88.42,88.42,104.1,104.1,'IS 4923:1997'); -INSERT INTO SHS VALUES(53,' SHS 125 x 125 x 6.0',125.0,125.0,6.0,21.69,27.63,640.89,640.89,4.82,4.82,102.54,102.54,121.87,121.87,'IS 4923:1997'); -INSERT INTO SHS VALUES(54,' SHS 132 x 132 x 4.8',132.0,132.0,4.8,18.71,23.83,634.39,634.39,5.16,5.16,96.12,96.12,112.69,112.69,'IS 4923:1997'); -INSERT INTO SHS VALUES(55,' SHS 132 x 132 x 5.4',132.0,132.0,5.4,20.88,26.59,700.11,700.11,5.13,5.13,106.08,106.08,125.02,125.02,'IS 4923:1997'); -INSERT INTO SHS VALUES(56,' SHS 132 x 132 x 6.0',132.0,132.0,6.0,23.01,29.31,762.98,762.98,5.1,5.1,115.6,115.6,136.98,136.98,'IS 4923:1997'); -INSERT INTO SHS VALUES(57,' SHS 150 x 150 x 5.0',150.0,150.0,5.0,22.26,28.36,982.12,982.12,5.89,5.89,130.95,130.95,152.98,152.98,'IS 4923:1997'); -INSERT INTO SHS VALUES(58,' SHS 150 x 150 x 6.0',150.0,150.0,6.0,26.4,33.63,1145.91,1145.91,5.84,5.84,152.79,152.79,179.88,179.88,'IS 4923:1997'); -INSERT INTO SHS VALUES(59,' SHS 180 x 180 x 4.0',180.0,180.0,4.0,21.9,27.9,1434.0,1434.0,7.17,7.17,159.0,159.0,184.0,184.0,'IS 4923:1997'); -INSERT INTO SHS VALUES(60,' SHS 180 x 180 x 5.0',180.0,180.0,5.0,27.2,34.6,1755.0,1755.0,7.12,7.12,195.0,195.0,226.0,226.0,'IS 4923:1997'); -INSERT INTO SHS VALUES(61,' SHS 180 x 180 x 6.0',180.0,180.0,6.0,32.05,40.83,2036.0,2036.0,7.06,7.06,226.0,226.0,280.0,280.0,'IS 4923:1997'); -INSERT INTO SHS VALUES(62,' SHS 180 x 180 x 8.0',180.0,180.0,8.0,41.91,53.39,2590.73,2590.73,6.97,6.97,287.86,287.86,340.68,340.68,'IS 4923:1997'); -CREATE TABLE IF NOT EXISTS "RHS" ( - "Id" INTEGER NOT NULL, - "Designation" VARCHAR, - "D" REAL(10 , 2), - "B" REAL(10 , 2), - "T" REAL(10 , 2), - "W" REAL(10 , 2), - "A" REAL(10 , 2), - "Izz" REAL(10 , 2), - "Iyy" REAL(10 , 2), - "Rzz" REAL(10 , 2), - "Ryy" REAL(10 , 2), - "Zzz" REAL(10 , 2), - "Zyy" REAL(10 , 2), - "Zpz" REAL(10 , 2), - "Zpy" REAL(10 , 2), - "Source" VARCHAR(50), - PRIMARY KEY("Id") -); -INSERT INTO RHS VALUES(1,' RHS 50 x 25 x 2.9',50.0,25.0,2.9,2.98,3.8,10.93,3.6,1.7,0.97,4.37,2.88,5.72,3.48,'IS 4923:1997'); -INSERT INTO RHS VALUES(2,' RHS 50 x 25 x 3.2',50.0,25.0,3.2,3.24,4.13,11.63,3.8,1.68,0.96,4.65,3.04,6.14,3.73,'IS 4923:1997'); -INSERT INTO RHS VALUES(3,' RHS 60 x 40 x 2.9',60.0,40.0,2.9,4.12,5.25,24.74,13.11,2.17,1.58,8.25,6.56,10.25,7.73,'IS 4923:1997'); -INSERT INTO RHS VALUES(4,' RHS 66 x 33 x 2.9',66.0,33.0,2.9,4.07,5.19,27.33,9.12,2.29,1.33,8.28,5.53,10.59,6.49,'IS 4923:1997'); -INSERT INTO RHS VALUES(5,' RHS 66 x 33 x 3.6',66.0,33.0,3.6,4.93,6.28,31.87,10.52,2.25,1.29,9.66,6.37,12.56,7.66,'IS 4923:1997'); -INSERT INTO RHS VALUES(6,' RHS 66 x 33 x 4.5',66.0,33.0,4.5,5.95,7.58,36.64,11.93,2.2,1.25,11.1,7.23,14.77,8.94,'IS 4923:1997'); -INSERT INTO RHS VALUES(7,' RHS 70 x 30 x 2.9',70.0,30.0,2.9,4.12,5.25,29.82,7.72,2.38,1.21,8.52,5.14,11.07,6.04,'IS 4923:1997'); -INSERT INTO RHS VALUES(8,' RHS 70 x 30 x 3.2',70.0,30.0,3.2,4.5,5.73,32.04,8.24,2.37,1.2,9.15,5.49,11.98,6.51,'IS 4923:1997'); -INSERT INTO RHS VALUES(9,' RHS 70 x 30 x 4.0',70.0,30.0,4.0,5.45,6.95,37.23,9.42,2.31,1.16,10.64,6.28,14.2,7.66,'IS 4923:1997'); -INSERT INTO RHS VALUES(10,' RHS 80 x 40 x 2.9',80.0,40.0,2.9,5.03,6.41,50.87,17.11,2.82,1.63,12.72,8.56,16.07,9.88,'IS 4923:1997'); -INSERT INTO RHS VALUES(11,' RHS 80 x 40 x 3.2',80.0,40.0,3.2,5.5,7.01,54.94,18.41,2.8,1.62,13.74,9.21,17.46,10.72,'IS 4923:1997'); -INSERT INTO RHS VALUES(12,' RHS 80 x 40 x 4.0',80.0,40.0,4.0,6.71,8.55,64.79,21.49,2.75,1.59,16.2,10.74,20.91,12.77,'IS 4923:1997'); -INSERT INTO RHS VALUES(13,' RHS 96 x 48 x 3.2',96.0,48.0,3.2,6.71,8.54,98.61,33.28,3.4,1.97,20.54,13.87,25.85,15.91,'IS 4923:1997'); -INSERT INTO RHS VALUES(14,' RHS 96 x 48 x 4.0',96.0,48.0,4.0,8.22,10.47,117.54,39.32,3.55,1.94,24.49,16.3,31.21,19.14,'IS 4923:1997'); -INSERT INTO RHS VALUES(15,' RHS 96 x 48 x 4.8',96.0,48.0,4.8,9.66,12.31,134.35,44.55,3.3,1.9,27.99,18.56,36.13,22.08,'IS 4923:1997'); -INSERT INTO RHS VALUES(16,' RHS 100 x 50 x 3.2',100.0,50.0,3.2,7.01,8.93,112.29,37.95,3.55,2.06,22.46,15.18,28.2,17.37,'IS 4923:1997'); -INSERT INTO RHS VALUES(17,' RHS 100 x 50 x 4.0',100.0,50.0,4.0,8.59,10.95,134.14,44.95,3.5,2.03,26.83,17.98,34.1,20.93,'IS 4923:1997'); -INSERT INTO RHS VALUES(18,' RHS 122 x 61 x 3.6',122.0,61.0,3.6,9.67,12.32,232.61,78.83,4.34,2.35,38.13,25.84,47.71,29.42,'IS 4923:1997'); -INSERT INTO RHS VALUES(19,' RHS 122 x 61 x 4.5',122.0,61.0,4.5,11.88,15.14,278.94,93.78,4.29,2.49,45.73,30.75,57.85,35.56,'IS 4923:1997'); -INSERT INTO RHS VALUES(20,' RHS 122 x 61 x 5.4',122.0,61.0,5.4,14.01,17.85,320.83,107.03,4.24,2.45,52.6,35.09,67.29,41.22,'IS 4923:1997'); -INSERT INTO RHS VALUES(21,' RHS 127 x 50 x 3.6',127.0,50.0,3.6,9.34,11.89,227.08,52.05,4.37,2.09,35.76,20.82,45.95,23.7,'IS 4923:1997'); -INSERT INTO RHS VALUES(22,' RHS 127 x 50 x 4.6',127.0,50.0,4.6,11.69,14.89,276.33,62.46,4.31,2.05,43.52,24.98,56.66,29.04,'IS 4923:1997'); -INSERT INTO RHS VALUES(23,' RHS 145 x 82 x 4.8',145.0,82.0,4.8,15.92,20.28,555.16,228.5,5.23,3.36,76.57,55.73,94.93,63.93,'IS 4923:1997'); -INSERT INTO RHS VALUES(24,' RHS 145 x 82 x 5.4',145.0,82.0,5.4,17.74,22.6,610.85,250.59,5.2,3.33,84.26,61.12,105.07,70.66,'IS 4923:1997'); -INSERT INTO RHS VALUES(25,' RHS 172 x 92 x 4.8',172.0,92.0,4.8,18.71,23.83,917.13,346.91,6.2,3.82,106.64,75.41,132.08,85.61,'IS 4923:1997'); -INSERT INTO RHS VALUES(26,' RHS 172 x 92 x 5.4',172.0,92.0,5.4,20.88,26.59,1012.47,381.74,6.17,3.79,117.73,82.99,146.55,94.86,'IS 4923:1997'); -CREATE TABLE IF NOT EXISTS "CHS" ( - "Id" INTEGER, - "Designation" VARCHAR, - "NB" VARCHAR, - "OD" REAL(10 , 2), - "T" REAL(10 , 2), - "W" REAL(10 , 2), - "A" REAL(10 , 2), - "V" REAL(10 , 2), - "Ves" REAL(10 , 2), - "Vis" REAL(10 , 2), - "I" REAL(10 , 2), - "Z" REAL(10 , 2), - "R" REAL(10 , 2), - "Rsq" REAL(10 , 2), - "Source" VARCHAR, - PRIMARY KEY("Id") -); -INSERT INTO CHS VALUES(1,' CHS 21.3 x 2','15',21.3,2.0,0.95,1.21,235.0,669.0,543.0,0.57,0.54,0.69,0.47,'IS 1161:2014'); -INSERT INTO CHS VALUES(2,' CHS 21.3 x 2.6','15',21.3,2.6,1.2,1.53,204.0,669.0,506.0,0.68,0.64,0.67,0.45,'IS 1161:2014'); -INSERT INTO CHS VALUES(3,' CHS 21.3 x 3.2','15',21.3,3.2,1.43,1.82,174.0,669.0,468.0,0.77,0.72,0.65,0.42,'IS 1161:2014'); -INSERT INTO CHS VALUES(4,' CHS 26.9 x 2.3','20',26.9,2.3,1.4,1.78,391.0,845.0,701.0,1.36,1.01,0.87,0.76,'IS 1161:2014'); -INSERT INTO CHS VALUES(5,' CHS 26.9 x 2.6','20',26.9,2.6,1.56,1.98,370.0,845.0,682.0,1.48,1.1,0.86,0.75,'IS 1161:2014'); -INSERT INTO CHS VALUES(6,' CHS 26.9 x 3.2','20',26.9,3.2,1.87,2.38,330.0,845.0,644.0,1.7,1.27,0.85,0.71,'IS 1161:2014'); -INSERT INTO CHS VALUES(7,' CHS 33.7 x 2.6','25',33.7,2.6,1.99,2.54,638.0,1059.0,895.0,3.09,1.84,1.1,1.22,'IS 1161:2014'); -INSERT INTO CHS VALUES(8,' CHS 33.7 x 3.2','25',33.7,3.2,2.41,3.07,585.0,1059.0,858.0,3.6,2.14,1.08,1.18,'IS 1161:2014'); -INSERT INTO CHS VALUES(9,' CHS 33.7 x 4','25',33.7,4.0,2.93,3.73,519.0,1059.0,807.0,4.19,2.49,1.06,1.12,'IS 1161:2014'); -INSERT INTO CHS VALUES(10,' CHS 42.4 x 2.6','32',42.4,2.6,2.55,3.25,1087.0,1332.0,1169.0,6.46,3.05,1.41,1.99,'IS 1161:2014'); -INSERT INTO CHS VALUES(11,' CHS 42.4 x 3.2','32',42.4,3.2,3.09,3.94,1018.0,1332.0,1131.0,7.62,3.59,1.39,1.93,'IS 1161:2014'); -INSERT INTO CHS VALUES(12,' CHS 42.4 x 4','32',42.4,4.0,3.79,4.83,929.0,1332.0,1081.0,8.99,4.24,1.36,1.86,'IS 1161:2014'); -INSERT INTO CHS VALUES(13,' CHS 48.3 x 2.9','40',48.3,2.9,3.25,4.14,1419.0,1517.0,1335.0,10.7,4.43,1.61,2.59,'IS 1161:2014'); -INSERT INTO CHS VALUES(14,' CHS 48.3 x 3.2','40',48.3,3.2,3.56,4.53,1379.0,1517.0,1316.0,11.59,4.8,1.6,2.56,'IS 1161:2014'); -INSERT INTO CHS VALUES(15,' CHS 48.3 x 4','40',48.3,4.0,4.37,5.57,1276.0,1517.0,1266.0,13.77,5.7,1.57,2.47,'IS 1161:2014'); -INSERT INTO CHS VALUES(16,' CHS 60.3 x 2.9','50',60.3,2.9,4.11,5.23,2333.0,1894.0,1712.0,21.59,7.15,2.03,4.13,'IS 1161:2014'); -INSERT INTO CHS VALUES(17,' CHS 60.3 x 3.6','50',60.3,3.6,5.03,6.41,2215.0,1894.0,1668.0,25.87,8.58,2.01,4.03,'IS 1161:2014'); -INSERT INTO CHS VALUES(18,' CHS 60.3 x 4.5','50',60.3,4.5,6.19,7.89,2067.0,1894.0,1612.0,30.9,10.25,1.98,3.92,'IS 1161:2014'); -INSERT INTO CHS VALUES(19,' CHS 76.1 x 2.9','65',76.1,2.9,5.24,0.67,3882.0,2391.0,2209.0,44.74,11.76,2.59,6.71,'IS 1161:2014'); -INSERT INTO CHS VALUES(20,' CHS 76.1 x 3.6','65',76.1,3.6,6.44,8.2,3728.0,2391.0,2165.0,54.01,14.19,2.57,6.59,'IS 1161:2014'); -INSERT INTO CHS VALUES(21,' CHS 76.1 x 4.5','65',76.1,4.5,7.95,10.12,3536.0,2391.0,2108.0,65.12,17.11,2.54,6.43,'IS 1161:2014'); -INSERT INTO CHS VALUES(22,' CHS 88.9 x 3.2','80',88.9,3.2,6.76,8.62,5346.0,2793.0,2592.0,79.21,17.82,3.03,9.19,'IS 1161:2014'); -INSERT INTO CHS VALUES(23,' CHS 88.9 x 4','80',88.9,4.0,8.38,10.67,5140.0,2793.0,2542.0,95.34,21.67,3.0,9.03,'IS 1161:2014'); -INSERT INTO CHS VALUES(24,' CHS 88.9 x 4.8','80',88.9,4.8,9.96,12.68,4939.0,2793.0,2491.0,112.49,25.31,2.98,8.87,'IS 1161:2014'); -INSERT INTO CHS VALUES(25,' CHS 101.6 x 3.6','90',101.6,3.6,8.7,11.08,6999.0,3192.0,2966.0,133.24,26.23,3.47,12.02,'IS 1161:2014'); -INSERT INTO CHS VALUES(26,' CHS 101.6 x 4','90',101.6,4.0,9.63,12.26,6881.0,3192.0,2941.0,146.28,18.8,3.45,11.93,'IS 1161:2014'); -INSERT INTO CHS VALUES(27,' CHS 101.6 x 4.8','90',101.6,4.8,11.46,14.6,6648.0,3192.0,2890.0,171.39,33.74,3.43,11.74,'IS 1161:2014'); -INSERT INTO CHS VALUES(28,' CHS 114.3 x 3.6','100',114.3,3.6,9.83,12.52,9009.0,3591.0,3365.0,191.98,33.59,3.92,15.33,'IS 1161:2014'); -INSERT INTO CHS VALUES(29,' CHS 114.3 x 4.5','100',114.3,4.5,12.19,15.52,8709.0,3591.0,3308.0,234.32,41.0,3.89,15.1,'IS 1161:2014'); -INSERT INTO CHS VALUES(30,' CHS 114.3 x 5.4','100',114.3,5.4,14.5,18.47,8413.0,3591.0,3252.0,274.54,48.04,3.85,14.86,'IS 1161:2014'); -INSERT INTO CHS VALUES(31,' CHS 127 x 4.5','110',127.0,4.5,13.59,17.32,10936.0,3990.0,3707.0,325.29,51.23,4.33,18.78,'IS 1161:2014'); -INSERT INTO CHS VALUES(32,' CHS 127 x 4.8','110',127.0,4.8,14.47,18.43,10825.0,3990.0,3688.0,344.5,54.25,4.32,18.69,'IS 1161:2014'); -INSERT INTO CHS VALUES(33,' CHS 127 x 5.4','110',127.0,5.4,16.19,20.63,10605.0,3990.0,3651.0,382.04,60.16,4.3,18.52,'IS 1161:2014'); -INSERT INTO CHS VALUES(34,' CHS 139.7 x 4.5','125',139.7,4.5,15.0,19.11,13417.0,4389.0,4106.0,437.2,62.59,4.78,22.87,'IS 1161:2014'); -INSERT INTO CHS VALUES(35,' CHS 139.7 x 4.8','125',139.7,4.8,15.97,20.34,13295.0,4389.0,4087.0,463.33,66.33,4.77,22.78,'IS 1161:2014'); -INSERT INTO CHS VALUES(36,' CHS 139.7 x 5.4','125',139.7,5.4,17.89,22.78,13050.0,4389.0,4050.0,514.5,73.66,4.75,22.58,'IS 1161:2014'); -INSERT INTO CHS VALUES(37,' CHS 152.4 x 4.5','135',152.4,4.5,16.41,20.91,16151.0,4788.0,4505.0,572.24,75.1,5.23,27.37,'IS 1161:2014'); -INSERT INTO CHS VALUES(38,' CHS 152.4 x 4.8','135',152.4,4.8,17.47,22.26,16016.0,4788.0,4486.0,606.76,79.63,5.22,27.26,'IS 1161:2014'); -INSERT INTO CHS VALUES(39,' CHS 152.4 x 5.4','135',152.4,5.4,19.58,24.94,15748.0,4788.0,4448.0,674.51,88.52,5.2,27.05,'IS 1161:2014'); -INSERT INTO CHS VALUES(40,' CHS 165.1 x 4.5','150',165.1,4.5,17.82,22.7,19138.0,5187.0,4904.0,732.57,88.74,5.68,32.27,'IS 1161:2014'); -INSERT INTO CHS VALUES(41,' CHS 165.1 x 4.8','150',165.1,4.8,18.98,24.17,18991.0,5187.0,4885.0,777.13,94.14,5.67,32.15,'IS 1161:2014'); -INSERT INTO CHS VALUES(42,' CHS 165.1 x 5.4','150',165.1,5.4,21.27,27.09,18699.0,5187.0,4847.0,864.7,104.75,5.65,31.92,'IS 1161:2014'); -INSERT INTO CHS VALUES(43,' CHS 165.1 x 5.9','150',165.1,5.9,23.2,29.5,18465.0,5189.0,4818.0,970.0,113.4,5.63,31.72,'IS 1161:2014'); -INSERT INTO CHS VALUES(44,' CHS 165.1 x 6.3','150',165.1,6.3,24.67,31.43,18265.0,5187.0,4791.0,992.28,120.2,5.62,31.57,'IS 1161:2014'); -INSERT INTO CHS VALUES(45,' CHS 165.1 x 8','150',165.1,8.0,30.99,39.48,17460.0,5187.0,4684.0,1221.25,147.94,5.56,30.93,'IS 1161:2014'); -INSERT INTO CHS VALUES(46,' CHS 168.3 x 4.5','150',168.3,4.5,18.18,23.16,19931.0,5287.0,5005.0,777.22,92.36,5.79,33.56,'IS 1161:2014'); -INSERT INTO CHS VALUES(47,' CHS 168.3 x 4.8','150',168.3,4.8,19.35,24.66,19781.0,5287.0,4986.0,824.57,97.99,5.78,33.44,'IS 1161:2014'); -INSERT INTO CHS VALUES(48,' CHS 168.3 x 5.4','150',168.3,5.4,21.69,27.64,19483.0,5287.0,4948.0,917.69,109.05,5.76,33.21,'IS 1161:2014'); -INSERT INTO CHS VALUES(49,' CHS 168.3 x 6.3','150',168.3,6.3,25.17,32.06,19040.0,5287.0,4891.0,1053.42,125.18,5.73,32.85,'IS 1161:2014'); -INSERT INTO CHS VALUES(50,' CHS 168.3 x 8','150',168.3,8.0,31.63,40.29,18218.0,5287.0,4785.0,1297.27,154.16,5.67,32.2,'IS 1161:2014'); -INSERT INTO CHS VALUES(51,' CHS 168.3 x 10','150',168.3,10.0,39.04,49.73,17273.0,5287.0,4659.0,1563.98,185.86,5.61,31.45,'IS 1161:2014'); -INSERT INTO CHS VALUES(52,' CHS 193.7 x 4.8','175',193.7,4.8,22.36,28.49,26619.0,6085.0,5784.0,1271.39,131.27,6.68,44.63,'IS 1161:2014'); -INSERT INTO CHS VALUES(53,' CHS 193.7 x 5.4','175',193.7,5.4,25.08,31.94,26273.0,6085.0,5746.0,1416.97,146.31,6.66,44.36,'IS 1161:2014'); -INSERT INTO CHS VALUES(54,' CHS 193.7 x 5.9','175',193.7,5.9,27.33,34.81,25987.0,6085.0,5715.0,1536.13,158.61,6.64,44.13,'IS 1161:2014'); -INSERT INTO CHS VALUES(55,' CHS 193.7 x 6.3','175',193.7,6.3,29.12,37.09,25759.0,6085.0,5689.0,1630.05,168.31,6.63,43.95,'IS 1161:2014'); -INSERT INTO CHS VALUES(56,' CHS 193.7 x 8','175',193.7,8.0,36.64,46.67,24801.0,6085.0,5583.0,2015.54,208.11,6.57,43.19,'IS 1161:2014'); -INSERT INTO CHS VALUES(57,' CHS 193.7 x 10','175',193.7,10.0,45.3,57.71,23697.0,6085.0,5457.0,2441.59,252.1,6.5,42.31,'IS 1161:2014'); -INSERT INTO CHS VALUES(58,' CHS 193.7 x 12','175',193.7,12.0,53.77,68.5,22618.0,6085.0,5331.0,2839.2,293.15,6.44,41.45,'IS 1161:2014'); -INSERT INTO CHS VALUES(59,' CHS 219.1 x 4.8','200',219.1,4.8,25.37,32.32,34471.0,6883.0,6582.0,1856.03,169.42,7.58,57.43,'IS 1161:2014'); -INSERT INTO CHS VALUES(60,' CHS 219.1 x 5.6','200',219.1,5.6,29.49,37.56,33947.0,6883.0,6531.0,2141.61,195.49,7.55,57.02,'IS 1161:2014'); -INSERT INTO CHS VALUES(61,' CHS 219.1 x 5.9','200',219.1,5.9,31.02,39.52,33751.0,6883.0,6513.0,2247.01,205.11,7.54,56.86,'IS 1161:2014'); -INSERT INTO CHS VALUES(62,' CHS 219.1 x 6.3','200',219.1,6.3,33.06,42.12,33491.0,6883.0,6487.0,2386.14,217.81,7.53,56.65,'IS 1161:2014'); -INSERT INTO CHS VALUES(63,' CHS 219.1 x 8','200',219.1,8.0,41.65,53.06,32397.0,6883.0,6381.0,2959.63,'270.I6',7.47,55.78,'IS 1161:2014'); -INSERT INTO CHS VALUES(64,' CHS 219.1 x 10','200',219.1,10.0,51.57,65.69,31134.0,6883.0,6255.0,3598.44,328.47,7.4,54.78,'IS 1161:2014'); -INSERT INTO CHS VALUES(65,' CHS 219.1 x 12','200',219.1,12.0,61.29,78.07,29895.0,6883.0,6129.0,4199.88,383.38,7.33,53.79,'IS 1161:2014'); -INSERT INTO CHS VALUES(66,' CHS 244.5 x 5.9','225',244.5,5.9,34.72,44.23,42529.0,7681.0,7310.0,3149.12,257.6,8.44,71.21,'IS 1161:2014'); -INSERT INTO CHS VALUES(67,' CHS 244.5 x 6.3','225',244.5,6.3,37.01,47.14,42237.0,7681.0,7285.0,3346.03,273.7,8.42,70.97,'IS 1161:2014'); -INSERT INTO CHS VALUES(68,' CHS 244.5 x 8','225',244.5,8.0,46.66,59.44,41007.0,7681.0,7179.0,4160.45,340.32,8.37,70.0,'IS 1161:2014'); -INSERT INTO CHS VALUES(69,' CHS 244.5 x 10','225',244.5,10.0,57.83,73.67,39584.0,7681.0,7053.0,5073.15,414.98,8.3,68.86,'IS 1161:2014'); -INSERT INTO CHS VALUES(70,' CHS 273 x 5.9','250',273.0,5.9,38.86,49.51,53584.0,8577.0,8206.0,4417.18,323.6,9.45,89.22,'IS 1161:2014'); -INSERT INTO CHS VALUES(71,' CHS 273 x 6.3','250',273.0,6.3,41.44,52.79,53256.0,8577.0,8181.0,4695.82,344.02,9.43,88.96,'IS 1161:2014'); -INSERT INTO CHS VALUES(72,' CHS 273 x 8','250',273.0,8.0,52.28,66.6,51875.0,8577.0,8074.0,5851.71,428.7,9.37,87.86,'IS 1161:2014'); -INSERT INTO CHS VALUES(73,' CHS 273 x 10','250',273.0,10.0,64.86,82.62,50273.0,8577.0,7948.0,7154.09,524.11,9.31,86.59,'IS 1161:2014'); -INSERT INTO CHS VALUES(74,' CHS 273 x 12','250',273.0,12.0,77.24,98.39,48695.0,8577.0,7823.0,8396.14,615.1,9.24,85.33,'IS 1161:2014'); -INSERT INTO CHS VALUES(75,' CHS 323.9 x 6.3','300',323.9,6.3,49.34,62.86,76111.0,10176.0,9780.0,7928.9,489.59,11.23,126.14,'IS 1161:2014'); -INSERT INTO CHS VALUES(76,' CHS 323.9 x 8','300',323.9,8.0,62.32,79.39,74458.0,10176.0,9673.0,9910.08,611.92,11.17,124.82,'IS 1161:2014'); -INSERT INTO CHS VALUES(77,' CHS 323.9 x 10','300',323.9,10.0,77.41,98.61,72536.0,10176.0,9547.0,12158.34,750.75,11.1,123.29,'IS 1161:2014'); -INSERT INTO CHS VALUES(78,' CHS 323.9 x 12','300',323.9,12.0,92.3,117.58,70639.0,10176.0,9422.0,14319.56,884.2,11.04,121.78,'IS 1161:2014'); -INSERT INTO CHS VALUES(79,' CHS 355.6 x 8','350',355.6,8.0,68.58,87.36,90579.0,11172.0,10669.0,13201.37,742.48,12.29,151.11,'IS 1161:2014'); -INSERT INTO CHS VALUES(80,' CHS 355.6 x 10','350',355.6,10.0,85.23,108.57,88457.0,11172.0,10543.0,16223.5,912.46,12.22,149.42,'IS 1161:2014'); -INSERT INTO CHS VALUES(81,' CHS 355.6 x 12','350',355.6,12.0,101.68,129.53,86361.0,11172.0,10418.0,19139.47,1076.46,12.16,147.76,'IS 1161:2014'); -CREATE TABLE IF NOT EXISTS "Angles" ( - "Id" INTEGER, - "Designation" VARCHAR(50), - "Mass" REAL(10 , 2), - "Area" REAL(10 , 2), - "a" REAL(10 , 2), - "b" REAL(10 , 2), - "t" REAL(10 , 2), - "R1" REAL(10 , 2), - "R2" REAL(10 , 2) DEFAULT (null), - "Cz" REAL(10 , 2), - "Cy" REAL(10 , 2), - "Iz" REAL(10 , 2), - "Iy" REAL(10 , 2), - "Alpha" REAL(10 , 2), - "Iumax" REAL(10 , 2), - "Ivmin" REAL(10 , 2), - "rz" REAL(10 , 2), - "ry" REAL(10 , 2), - "rumax" REAL(10 , 2), - "rvmin" REAL(10 , 2), - "Zz" REAL(10 , 2), - "Zy" REAL(10 , 2), - "Zpz" REAL(10 , 2), - "Zpy" REAL(10 , 2), - "It" REAL(10 , 2), - "Source" VARCHAR(100), - "Type" VARCHAR(100), - PRIMARY KEY("Id") -); -INSERT INTO Angles VALUES(1,'20 x 20 x 3',0.9,1.14,20.0,20.0,3.0,4.0,0.0,0.6,0.6,0.4,0.4,0.79,0.64,0.17,0.59,0.59,0.75,0.39,0.29,0.29,0.52,0.53,0.033000000000000007105,'IS808_Rev',NULL); -INSERT INTO Angles VALUES(2,'20 x 20 x 4',1.16,1.47,20.0,20.0,4.0,4.0,0.0,0.64,0.64,0.5,0.5,0.79,0.79,0.22,0.58,0.58,0.73,0.39,0.37,0.37,0.66,0.67,0.075999999999999996447,'IS808_Rev',NULL); -INSERT INTO Angles VALUES(3,'25 x 25 x 3',1.14,1.45,25.0,25.0,3.0,4.5,0.0,0.73,0.73,0.83,0.83,0.79,1.3,0.35,0.75,0.75,0.95,0.49,0.46,0.46,0.83,0.84,0.042000000000000001776,'IS808_Rev',NULL); -INSERT INTO Angles VALUES(4,'25 x 25 x 4',1.48,1.88,25.0,25.0,4.0,4.5,0.0,0.76,0.76,1.04,1.04,0.79,1.63,0.44,0.74,0.74,0.93,0.48,0.6,0.6,1.07,1.09,0.098000000000000024868,'IS808_Rev',NULL); -INSERT INTO Angles VALUES(5,'25 x 25 x 5',1.8,2.29,25.0,25.0,5.0,4.5,0.0,0.8,0.8,1.23,1.23,0.79,1.92,0.54,0.73,0.73,0.92,0.48,0.72,0.72,1.3,1.31,0.18700000000000001065,'IS808_Rev',NULL); -INSERT INTO Angles VALUES(6,'30 x 30 x 3',1.38,1.76,30.0,30.0,3.0,5.0,0.0,0.85,0.85,1.47,1.47,0.79,2.32,0.62,0.91,0.91,1.15,0.59,0.68,0.68,1.22,1.23,0.050999999999999996447,'IS808_Rev',NULL); -INSERT INTO Angles VALUES(7,'30 x 30 x 4',1.8,2.29,30.0,30.0,4.0,5.0,0.0,0.89,0.89,1.86,1.86,0.79,2.94,0.78,0.9,0.9,1.13,0.58,0.88,0.88,1.58,1.6,0.11899999999999999467,'IS808_Rev',NULL); -INSERT INTO Angles VALUES(8,'30 x 30 x 5',2.2,2.8,30.0,30.0,5.0,5.0,0.0,0.93,0.93,2.22,2.22,0.79,3.49,0.95,0.89,0.89,1.12,0.58,1.07,1.07,1.92,1.94,0.22900000000000000355,'IS808_Rev',NULL); -INSERT INTO Angles VALUES(9,'35 x 35 x 3',1.62,2.06,35.0,35.0,3.0,5.0,0.0,0.97,0.97,2.38,2.38,0.79,3.77,0.99,1.07,1.07,1.35,0.69,0.94,0.94,1.69,1.7,0.06,'IS808_Rev',NULL); -INSERT INTO Angles VALUES(10,'35 x 35 x 4',2.11,2.69,35.0,35.0,4.0,5.0,0.0,1.01,1.01,3.04,3.04,0.79,4.81,1.27,1.06,1.06,1.34,0.69,1.22,1.22,2.19,2.21,0.14,'IS808_Rev',NULL); -INSERT INTO Angles VALUES(11,'35 x 35 x 5',2.59,3.3,35.0,35.0,5.0,5.0,0.0,1.05,1.05,3.65,3.65,0.79,5.76,1.54,1.05,1.05,1.32,0.68,1.49,1.49,2.68,2.69,0.27,'IS808_Rev',NULL); -INSERT INTO Angles VALUES(12,'35 x 35 x 6',3.06,3.89,35.0,35.0,6.0,5.0,0.0,1.09,1.09,4.2,4.2,0.79,6.61,1.8,1.04,1.04,1.3,0.68,1.74,1.74,3.14,3.15,0.46,'IS808_Rev',NULL); -INSERT INTO Angles VALUES(13,'40 x 40 x 3',1.86,2.37,40.0,40.0,3.0,5.5,0.0,1.09,1.09,3.61,3.61,0.79,5.72,1.51,1.23,1.23,1.55,0.8,1.24,1.24,2.22,2.24,0.069000000000000003552,'IS808_Rev',NULL); -INSERT INTO Angles VALUES(14,'40 x 40 x 4',2.44,3.1,40.0,40.0,4.0,5.5,0.0,1.13,1.13,4.63,4.63,0.79,7.34,1.93,1.22,1.22,1.54,0.79,1.62,1.62,2.9,2.92,0.16200000000000001065,'IS808_Rev',NULL); -INSERT INTO Angles VALUES(15,'40 x 40 x 5',2.99,3.81,40.0,40.0,5.0,5.5,0.0,1.17,1.17,5.58,5.58,0.79,8.83,2.33,1.21,1.21,1.52,0.78,1.97,1.97,3.55,3.57,0.31200000000000001065,'IS808_Rev',NULL); -INSERT INTO Angles VALUES(16,'40 x 40 x 6',3.54,4.5,40.0,40.0,6.0,5.5,0.0,1.21,1.21,6.46,6.46,0.79,10.2,2.73,1.2,1.2,1.5,0.78,2.32,2.32,4.17,4.19,0.53200000000000002842,'IS808_Rev',NULL); -INSERT INTO Angles VALUES(17,'45 x 45 x 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12',17.91,22.8,120.0,80.0,12.0,11.0,0.0,4.02,2.04,327.0,116.0,0.41,375.0,68.1,3.79,2.26,4.06,1.73,41.0,19.6,73.7,35.7,10.8,'IS808_Rev',NULL); -INSERT INTO Angles VALUES(188,'125 x 75 x 12',17.91,22.8,125.0,75.0,12.0,11.0,0.0,4.32,1.85,358.0,97.5,0.34,396.0,59.8,3.97,2.07,4.17,1.62,43.9,17.3,78.1,31.8,10.8,'IS808_Rev',NULL); -INSERT INTO Angles VALUES(189,'135 x 65 x 8',12.18,15.5,135.0,65.0,8.0,11.0,4.8,4.79,1.35,292.0,45.5,0.24,308.0,29.7,4.34,1.71,4.46,1.38,33.6,8.8,59.0,16.4,3.27,'IS808_Rev',NULL); -INSERT INTO Angles VALUES(190,'135 x 65 x 10',15.04,19.1,135.0,65.0,10.0,11.0,4.8,4.88,1.43,357.0,55.0,0.24,376.0,36.1,4.32,1.69,4.43,1.37,41.4,10.8,72.5,20.5,6.33,'IS808_Rev',NULL); -INSERT INTO Angles VALUES(191,'135 x 65 x 12',17.84,22.7,135.0,65.0,12.0,11.0,4.8,4.97,1.51,418.0,63.9,0.24,440.0,42.3,4.29,1.68,4.4,1.36,49.0,12.8,85.4,24.6,10.8,'IS808_Rev',NULL); -INSERT INTO Angles VALUES(192,'150 x 75 x 9',15.39,19.6,150.0,75.0,9.0,11.0,4.8,5.28,1.58,457.0,78.8,0.26,485.0,50.7,4.83,2.01,4.98,1.61,47.1,13.3,82.8,24.5,5.24,'IS808_Rev',NULL); -INSERT INTO Angles VALUES(193,'150 x 75 x 15',24.85,31.6,150.0,75.0,15.0,11.0,4.8,5.53,1.81,715.0,120.0,0.25,755.0,79.1,4.75,1.95,4.89,1.58,75.5,21.1,131.0,40.7,23.6,'IS808_Rev',NULL); -INSERT INTO Angles VALUES(194,'150 x 90 x 10',18.22,23.2,150.0,90.0,10.0,12.0,4.8,5.0,2.04,536.0,147.0,0.35,594.0,89.1,4.81,2.52,5.06,1.96,53.6,21.2,96.2,38.4,7.66,'IS808_Rev',NULL); -INSERT INTO Angles VALUES(195,'150 x 90 x 12',21.64,27.5,150.0,90.0,12.0,12.0,4.8,5.09,2.12,630.0,172.0,0.34,698.0,104.0,4.78,2.5,5.03,1.95,63.6,25.0,113.0,45.8,13.1,'IS808_Rev',NULL); -INSERT INTO Angles VALUES(196,'150 x 90 x 15',26.66,33.9,150.0,90.0,15.0,12.0,4.8,5.21,2.24,764.0,206.0,0.34,843.0,126.0,4.74,2.47,4.98,1.93,78.0,30.6,139.0,56.7,25.3,'IS808_Rev',NULL); -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); -COMMIT; diff --git a/cad/ShearConnections/EndPlate/colWebBeamWebConnectivity.py b/cad/ShearConnections/EndPlate/colWebBeamWebConnectivity.py index 631c47648..2f3e2574f 100644 --- a/cad/ShearConnections/EndPlate/colWebBeamWebConnectivity.py +++ b/cad/ShearConnections/EndPlate/colWebBeamWebConnectivity.py @@ -11,6 +11,8 @@ class ColWebBeamWeb(object): + DEFAULT_CLEARANCE = 20.0 # Standard clearance distance between column and beam + def __init__(self, column, beam, Fweld, plate, nut_bolt_array): self.column = column self.beam = beam @@ -23,7 +25,7 @@ def __init__(self, column, beam, Fweld, plate, nut_bolt_array): self.weldModelLeft = None self.weldModelRight = None self.plateModel = None - self.clearDist = 0.0 # This distance between edge of the column web/flange and beam cross section + self.clearDist = self.DEFAULT_CLEARANCE # This distance between edge of the column web/flange and beam cross section def create_3dmodel(self): self.create_column_geometry() diff --git a/cad/common_logic.py b/cad/common_logic.py index 442d96309..92379fb05 100644 --- a/cad/common_logic.py +++ b/cad/common_logic.py @@ -1,3 +1,2462 @@ +# ''' +# Created on 18-Nov-2016 + +# @author: deepa, +# modified : Sourabh Das, Darshan Vishwakarma +# ''' + +# # from utils.common.component import Bolt,Beam,Section,Angle,Plate,Nut,Column,Weld +# from cad.items.notch import Notch +# from cad.items.bolt import Bolt +# from cad.items.nut import Nut +# from cad.items.plate import Plate +# from cad.items.washer import Washer +# from cad.items.ISection import ISection +# from cad.items.filletweld import FilletWeld +# from cad.items.groove_weld import GrooveWeld +# from cad.items.angle import Angle +# from cad.items.anchor_bolt import AnchorBolt_A, AnchorBolt_B, AnchorBolt_Endplate +# from cad.items.stiffener_plate import StiffenerPlate +# from cad.items.grout import Grout +# from cad.items.angle import Angle +# from cad.items.channel import Channel +# from cad.items.Gasset_plate import GassetPlate +# from cad.items.stiffener_flange import Stiffener_flange +# from cad.items.rect_hollow import RectHollow +# from cad.items.circular_hollow import CircularHollow + +# from cad.ShearConnections.FinPlate.beamWebBeamWebConnectivity import BeamWebBeamWeb as FinBeamWebBeamWeb +# from cad.ShearConnections.FinPlate.colFlangeBeamWebConnectivity import ColFlangeBeamWeb as FinColFlangeBeamWeb +# from cad.ShearConnections.FinPlate.colWebBeamWebConnectivity import ColWebBeamWeb as FinColWebBeamWeb +# from cad.ShearConnections.FinPlate.nutBoltPlacement import NutBoltArray as finNutBoltArray + +# from cad.ShearConnections.CleatAngle.beamWebBeamWebConnectivity import BeamWebBeamWeb as cleatBeamWebBeamWeb +# from cad.ShearConnections.CleatAngle.colFlangeBeamWebConnectivity import ColFlangeBeamWeb as cleatColFlangeBeamWeb +# from cad.ShearConnections.CleatAngle.colWebBeamWebConnectivity import ColWebBeamWeb as cleatColWebBeamWeb +# from cad.ShearConnections.CleatAngle.nutBoltPlacement import NutBoltArray as cleatNutBoltArray + +# from cad.ShearConnections.EndPlate.beamWebBeamWebConnectivity import BeamWebBeamWeb as EndBeamWebBeamWeb +# from cad.ShearConnections.EndPlate.colFlangeBeamWebConnectivity import ColFlangeBeamWeb as EndColFlangeBeamWeb +# from cad.ShearConnections.EndPlate.colWebBeamWebConnectivity import ColWebBeamWeb as EndColWebBeamWeb +# from cad.ShearConnections.EndPlate.nutBoltPlacement import NutBoltArray as endNutBoltArray + +# from cad.ShearConnections.SeatedAngle.CAD_col_web_beam_web_connectivity import ColWebBeamWeb as seatColWebBeamWeb +# from cad.ShearConnections.SeatedAngle.CAD_col_flange_beam_web_connectivity import ColFlangeBeamWeb as seatColFlangeBeamWeb +# from cad.ShearConnections.SeatedAngle.CAD_nut_bolt_placement import NutBoltArray as seatNutBoltArray +# # from cad.ShearConnections.SeatedAngle.seat_angle_calc import SeatAngleCalculation + +# from cad.BBCad.nutBoltPlacement_AF import NutBoltArray_AF +# from cad.BBCad.nutBoltPlacement_BF import NutBoltArray_BF +# from cad.BBCad.nutBoltPlacement_Web import NutBoltArray_Web +# from cad.BBCad.BBCoverPlateBoltedCAD import BBCoverPlateBoltedCAD + +# from cad.MomentConnections.BBSpliceCoverlateCAD.WeldedCAD import BBSpliceCoverPlateWeldedCAD +# from cad.MomentConnections.BBEndplate.BBEndplate_cadFile import CADFillet +# from cad.MomentConnections.BBEndplate.BBEndplate_cadFile import CADGroove +# from cad.MomentConnections.BCEndplate.BCEndplate_cadfile import CADGroove as BCECADGroove +# from cad.MomentConnections.BCEndplate.BCEndplate_cadfile import CADcolwebGroove + +# from cad.MomentConnections.CCSpliceCoverPlateCAD.WeldedCAD import CCSpliceCoverPlateWeldedCAD +# from cad.MomentConnections.CCSpliceCoverPlateCAD.BoltedCAD import CCSpliceCoverPlateBoltedCAD +# from cad.MomentConnections.CCSpliceCoverPlateCAD.nutBoltPlacement_AF import NutBoltArray_AF as CCSpliceNutBolt_AF +# from cad.MomentConnections.CCSpliceCoverPlateCAD.nutBoltPlacement_BF import NutBoltArray_BF as CCSpliceNutBolt_BF +# from cad.MomentConnections.CCSpliceCoverPlateCAD.nutBoltPlacement_Web import NutBoltArray_Web as CCSpliceNutBolt_Web + +# from cad.BasePlateCad.baseplateconnection import BasePlateCad, HollowBasePlateCad +# from cad.BasePlateCad.nutBoltPlacement import NutBoltArray as bpNutBoltArray + +# from cad.Tension.WeldedCAD import TensionAngleWeldCAD, TensionChannelWeldCAD +# from cad.Tension.BoltedCAD import TensionAngleBoltCAD, TensionChannelBoltCAD +# from cad.Tension.nutBoltPlacement import NutBoltArray as TNutBoltArray +# from cad.Tension.intermittentConnections import IntermittentNutBoltPlateArray, IntermittentWelds + +# from cad.MomentConnections.CCEndPlateCAD.CAD import CCEndPlateCAD +# from cad.MomentConnections.CCEndPlateCAD.nutBoltPlacement import NutBoltArray as CEPNutBoltArray + +# # from design_type.connection.fin_plate_connection import FinPlateConnection +# # from design_type.connection.cleat_angle_connection import CleatAngleConnection +# from design_type.connection.beam_cover_plate import BeamCoverPlate +# # from design_type.connection.base_plate_connection import BasePlateConnection +# from utilities import osdag_display_shape, DisplayMsg +# from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse +# import copy + +# from cad.BBCad.nutBoltPlacement_AF import NutBoltArray_AF +# from cad.BBCad.nutBoltPlacement_BF import NutBoltArray_BF +# from cad.BBCad.nutBoltPlacement_Web import NutBoltArray_Web +# from cad.BBCad.BBCoverPlateBoltedCAD import BBCoverPlateBoltedCAD +# from cad.MomentConnections.BBEndplate.BBE_nutBoltPlacement import BBENutBoltArray +# from cad.MomentConnections.BCEndplate.BCE_nutBoltPlacement import BCE_NutBoltArray +# from Common import * +# from math import * + +# # from Connections.Shear.Finplate.colWebBeamWebConnectivity import ColWebBeamWeb as finColWebBeamWeb +# # from Connections.Shear.Endplate.colWebBeamWebConnectivity import ColWebBeamWeb as endColWebBeamWeb +# # from Connections.Shear.cleatAngle.colWebBeamWebConnectivity import ColWebBeamWeb as cleatColWebBeamWeb +# # from Connections.Shear.SeatedAngle.CAD_col_web_beam_web_connectivity import ColWebBeamWeb as seatColWebBeamWeb +# # +# # from Connections.Shear.Finplate.beamWebBeamWebConnectivity import BeamWebBeamWeb as finBeamWebBeamWeb +# # from Connections.Shear.Endplate.beamWebBeamWebConnectivity import BeamWebBeamWeb as endBeamWebBeamWeb +# # from Connections.Shear.cleatAngle.beamWebBeamWebConnectivity import BeamWebBeamWeb as cleatBeamWebBeamWeb +# # +# # from Connections.Shear.Finplate.colFlangeBeamWebConnectivity import ColFlangeBeamWeb as finColFlangeBeamWeb +# # from Connections.Shear.Endplate.colFlangeBeamWebConnectivity import ColFlangeBeamWeb as endColFlangeBeamWeb +# # from Connections.Shear.cleatAngle.colFlangeBeamWebConnectivity import ColFlangeBeamWeb as cleatColFlangeBeamWeb +# # from Connections.Shear.SeatedAngle.CAD_col_flange_beam_web_connectivity import ColFlangeBeamWeb as seatColFlangeBeamWeb + +# # from Connections.Shear.Finplate.finPlateCalc import finConn +# # from Connections.Shear.Endplate.endPlateCalc import end_connection +# # from Connections.Shear.cleatAngle.cleatCalculation import cleat_connection +# # from Connections.Shear.SeatedAngle.seat_angle_calc import SeatAngleCalculation +# # from Connections.Component.filletweld import FilletWeld +# # from Connections.Component.plate import Plate +# # from Connections.Component.bolt import Bolt +# # from Connections.Component.nut import Nut +# # from Connections.Component.notch import Notch +# # from Connections.Component.ISection import ISection +# # from Connections.Component.angle import Angle +# # from Connections.Shear.Finplate.nutBoltPlacement import NutBoltArray as finNutBoltArray +# # from Connections.Shear.Endplate.nutBoltPlacement import NutBoltArray as endNutBoltArray +# # from Connections.Shear.cleatAngle.nutBoltPlacement import NutBoltArray as cleatNutBoltArray +# # from Connections.Shear.SeatedAngle.CAD_nut_bolt_placement import NutBoltArray as seatNutBoltArray +# # from utilities import osdag_display_shape + +from OCC.Core.gp import (gp_Vec, gp_Pnt, gp_Trsf, gp_OX, gp_OY, + gp_OZ, gp_XYZ, gp_Ax2, gp_Dir, gp_GTrsf, gp_Mat) +from OCC.Core.BRepBuilderAPI import (BRepBuilderAPI_MakeEdge, + BRepBuilderAPI_MakeVertex, + BRepBuilderAPI_MakeWire, + BRepBuilderAPI_MakeFace, BRepBuilderAPI_MakeEdge2d, + BRepBuilderAPI_Transform) +from OCC.Core.IFSelect import IFSelect_RetDone +from OCC.Core.STEPControl import STEPControl_AsIs + +# import OCC.Core.V3d +# from OCC.Core.Quantity import * +# from OCC.Core.Graphic3d import * +# from OCC.Core.Quantity import Quantity_NOC_GRAY25 as GRAY +# # from OCC.Core.AIS import Erase +# # from OCC.Display.OCCViewer import V3d_XposYnegZneg +# from OCC.Core.TNaming import tnaming +# import multiprocessing + +# # from Connections.Shear.Finplate.drawing_2D import FinCommonData +# # from Connections.Shear.Endplate.drawing_2D import EndCommonData +# # from Connections.Shear.cleatAngle.drawing2D import cleatCommonData +# # from Connections.Shear.SeatedAngle.drawing_2D import SeatCommonData +# # +# # from Connections.Shear.Finplate.reportGenerator import save_html as fin_save_html +# # from Connections.Shear.Endplate.reportGenerator import save_html as end_save_html +# # from Connections.Shear.cleatAngle.reportGenerator import save_html as cleat_save_html +# # from Connections.Shear.SeatedAngle.design_report_generator import ReportGenerator +# # ----------------------------------------- from reportGenerator import save_html + + +# class CommonDesignLogic(object): +# # --------------------------------------------- def __init__(self, **kwargs): +# # -------------------------------------------- self.uiObj = kwargs[uiObj] +# # ------------------------------ self.dictbeamdata = kwargs[dictbeamdata] +# # -------------------------------- self.dictcoldata = kwargs[dictcoldata] +# # ------------------------------------------------ self.loc = kwargs[loc] +# # ------------------------------------ self.component = kwargs[component] +# # ------------------------------------------ self.bolt_R = kwargs[bolt_R] +# # ------------------------------------------ self.bolt_T = kwargs[bolt_T] +# # ---------------------------------------- self.bolt_Ht = kwargs[bolt_Ht] +# # -------------------------------------------- self.nut_T = kwargs[nut_T] +# # ----------------------------------------- self.display =kwargs[display] +# # --------------------------- self.resultObj = self.call_finCalculation() +# # ------------------------------------------- self.connectivityObj = None + + +# def __init__(self, display, folder, connection, mainmodule): + +# self.display = display +# self.mainmodule = mainmodule +# self.connection = connection +# print(self.connection) + + +# self.connectivityObj = None +# self.folder = folder + + +# def get_notch_ht(self, PB_T, PB_R1, SB_T, SB_R1): +# """ +# Args: +# PB_T: (Float)Flange thickness of Primary beam +# PB_R1: (Float) Root radius of Primary beam +# SB_T: (Float) Flange thickness of Secondary beam +# SB_R1: (Float) Root radius of Secondary beam + +# Returns: (Float)Height of the coping based on maximum of sectional properties of Primary beam and Secondary beam + +# """ +# notch_ht = max([PB_T, SB_T]) + max([PB_R1, SB_R1]) + max([(PB_T/2), (SB_T/2),10]) + +# return notch_ht + +# def boltHeadThick_Calculation(self, boltDia): +# ''' +# This routine takes the bolt diameter and return bolt head thickness as per IS:3757(1989) and IS:1364 (PART-1) : 2002 + + +# bolt Head Dia +# <--------> +# __________ +# | | | T = Thickness +# |________| | +# | | +# | | +# | | + +# Note: The head thickness for diameter 72 has been assumed and not taken from the IS code + +# ''' +# boltHeadThick = {5: 3.5, 6: 4, 8: 5.3, 10: 6.4, 12: 7.5, 14: 8.8, 16: 10, 18: 11.5, 20: 12.5, 22: 14, 24: 15, +# 27: 17, 30: 18.7, 33: 21, 36: 22.5, 39: 25, 42: 26, 45: 28, 48: 30, 52: 33, 56: 35, 60: 38, 64: 40, 72: 45} +# return boltHeadThick[boltDia] + +# def boltHeadDia_Calculation(self, boltDia): +# ''' +# This routine takes the bolt diameter and return bolt head diameter as per IS:3757(1989) and IS:1364 (PART-1) : 2002 + +# bolt Head Dia +# <--------> +# __________ +# | | +# |________| +# | | +# | | +# | | + +# ''' +# boltHeadDia = {5: 8, 6: 10, 8: 13, 10: 16, 12: 18, 14: 21, 16: 24, 18: 27, 20: 30, 22: 34, 24: 36, 27: 41, +# 30: 46, 33: 50, 36: 55, 39: 60, 42: 65, 45: 70, 48: 75, 52: 80, 56: 85, 60: 90, 64: 95, 72: 110} +# return boltHeadDia[boltDia] + +# def boltLength_Calculation(self, boltDia): +# ''' +# This routine takes the bolt diameter and return bolt head diameter as per IS:3757(1985) + +# bolt Head Dia +# <--------> +# __________ ______ +# | | | +# |________| | +# | | | +# | | | +# | | | +# | | | +# | | | l= length +# | | | +# | | | +# | | | +# |__| ___|__ + +# ''' +# # boltHeadDia = {5: 40, 6: 40, 8: 40, 10: 40, 12: 40, 16: 50, 20: 50, 22: 50, 24: 50, 27: 60, 30: 65, 36: 75} + +# ''' +# This routine takes the bolt diameter and return bolt head diameter as per IS:1364 (PART-1) : 2002 + +# __________ +# | | +# |________| ______ +# | | | +# | | | +# | | | +# | | | +# | | | l= length +# | | | +# | | | +# | | | +# |__| ___|__ + +# ''' +# boltLength = {5: 25, 6: 30, 8: 40, 10: 45, 12: 50, 14: 60, 16: 65, 18: 70, 20: 80, 22: 90, 24: 90, 27: 100, +# 30: 110, 33: 130, 36: 140, 39: 150, 42: 180, 45: 200, 48: 220, 52: 240, 56: 260, 60: 280, 64: 300, 72: 320} + +# return boltLength[boltDia] + +# @staticmethod +# def nutThick_Calculation(boltDia): +# ''' +# Returns the thickness of the hexagon nut (Grade A and B) depending upon the nut diameter as per IS1364-3(2002) - Table 1 + +# Note: The nut thk for 72 diameter is not available in IS code, however an approximated value is assumed. +# 72 mm dia bolt is used in the base plate module. +# ''' + +# # nutDia = {5: 5, 6: 5.65, 8: 7.15, 10: 8.75, 12: 11.3, 16: 15, 20: 17.95, 22: 19.0, 24: 21.25, 27: 23, 30: 25.35, +# # 36: 30.65} + +# ''' +# Returns the thickness of the nut depending upon the nut diameter as per IS1364-3(2002) +# ''' +# nutDia = {5: 4.7, 6: 5.2, 8: 6.8, 10: 8.4, 12: 10.8, 14: 12.8, 16: 14.8, 18: 15.8, 20: 18.0, 22: 19.4, 24: 21.5, 27: 23.8, 30: 25.6, +# 33: 28.7, 36: 31, 39: 33.4, 42: 34.0, 45: 36, 48: 38.0, 52: 42, 56: 45.0, 60: 48, 64: 51.0, 72: 60.0} + +# return nutDia[boltDia] + + +# def create3DBeamWebBeamWeb(self): +# '''self,uiObj,resultObj,dictbeamdata,dictcoldata): +# creating 3d cad model with beam web beam web + +# ''' + +# A = self.module_class() + +# if self.connection == KEY_DISP_FINPLATE: +# # A = self.module_class() +# # A = FinPlateConnection() +# plate = Plate(L=A.plate.height, W=A.plate.length, T=A.plate.thickness_provided) +# Fweld1 = FilletWeld(L=A.weld.length, b=A.weld.size, h=A.weld.size) + +# elif self.connection == KEY_DISP_CLEATANGLE: +# # A = CleatAngleConnection() +# angle = Angle(L=A.cleat.height, A=A.cleat.leg_a_length, B=A.cleat.leg_b_length, T=A.cleat.thickness, +# R1=A.cleat.root_radius, R2=A.cleat.toe_radius) + +# elif self.connection == KEY_DISP_ENDPLATE: +# # A = self.module_class() +# plate = Plate(L=A.plate.height, W=A.plate.width, T=A.plate.thickness_provided) +# Fweld1 = FilletWeld(L=A.plate.height, b=A.weld.size, h=A.weld.size) + +# else: +# pass + +# bolt_dia = int(A.bolt.bolt_diameter_provided) +# bolt_r = bolt_dia / 2.0 +# bolt_R = self.boltHeadDia_Calculation(bolt_dia) / 2.0 +# bolt_T = self.boltHeadThick_Calculation(bolt_dia) +# bolt_Ht = self.boltLength_Calculation(bolt_dia) +# nut_T = self.nutThick_Calculation(bolt_dia) # bolt_dia = nut_dia +# nut_Ht = bolt_dia +# notch_height = A.supported_section.notch_ht +# notch_R1 = max([A.supporting_section.root_radius, A.supported_section.root_radius, 10]) + +# ##### SECONDARY BEAM PARAMETERS ###### + + +# # --Notch dimensions +# if self.connection == KEY_DISP_FINPLATE: +# gap = A.plate.gap +# notchObj = Notch(R1=notch_R1, +# height=notch_height, +# # width= (pBeam_B/2.0 - (pBeam_tw/2.0 ))+ gap, +# width=(A.supporting_section.flange_width / 2.0 - ( +# A.supporting_section.web_thickness / 2.0 + gap)) + gap, +# length=A.supported_section.flange_width) + +# elif self.connection == KEY_DISP_CLEATANGLE: +# gap = A.cleat.gap +# notchObj = Notch(R1=notch_R1, +# height=notch_height, +# width=(A.supporting_section.flange_width / 2.0 - ( +# A.supporting_section.web_thickness / 2.0 + gap)) + gap, +# length=A.supported_section.flange_width) +# # print(notch_R1,notch_height,(A.supporting_section.flange_width / 2.0 - +# # (A.supporting_section.web_thickness / 2.0 + gap)) + gap, A.supported_section.flange_width) + +# elif self.connection == KEY_DISP_ENDPLATE: +# notchObj = Notch(R1=notch_R1, height=notch_height, +# width=(A.supporting_section.flange_width / 2.0 - ( +# A.supporting_section.web_thickness / 2.0 + A.plate.thickness_provided)) + A.plate.gap, +# length=A.supported_section.flange_width) + +# else: +# pass +# # column = ISectionold(B = 83, T = 14.1, D = 250, t = 11, R1 = 12, R2 = 3.2, alpha = 98, length = 1000) +# # +# # beam = ISectionold(B = 140, T = 16,D = 400,t = 8.9, R1 = 14, R2 = 7, alpha = 98,length = 500) + +# supporting = ISection(B=A.supporting_section.flange_width, T=A.supporting_section.flange_thickness, +# D=A.supporting_section.depth, t=A.supporting_section.web_thickness, +# R1=A.supporting_section.root_radius, R2=A.supporting_section.toe_radius, +# alpha=A.supporting_section.flange_slope, +# length=1000, notchObj=None) + +# supported = ISection(B=A.supported_section.flange_width, T=A.supported_section.flange_thickness, +# D=A.supported_section.depth, +# t=A.supported_section.web_thickness, R1=A.supported_section.root_radius, +# R2=A.supported_section.toe_radius, +# alpha=A.supported_section.flange_slope, length=500, notchObj=notchObj) + +# # bolt = Bolt(R = bolt_R,T = bolt_T, H = 38.0, r = 4.0 ) +# bolt = Bolt(R=bolt_R, T=bolt_T, H=bolt_Ht, r=bolt_r) + +# # nut =Nut(R = bolt_R, T = 10.0, H = 11, innerR1 = 4.0, outerR2 = 8.3) +# nut = Nut(R=bolt_R, T=nut_T, H=nut_Ht, innerR1=bolt_r) + +# if self.connection == KEY_DISP_FINPLATE: # finBeamWebBeamWeb/endBeamWebBeamWeb +# nut_space = A.supported_section.web_thickness + A.plate.thickness_provided + nut_T +# nutBoltArray = finNutBoltArray(A.bolt, A.plate, nut, bolt, nut_space) +# beamwebconn = FinBeamWebBeamWeb(supporting, supported, notchObj, plate, Fweld1, nutBoltArray, gap) +# # column, beam, notch, plate, Fweld, nut_bolt_array + +# elif self.connection == KEY_DISP_ENDPLATE: +# nut_space = A.supporting_section.web_thickness + A.plate.thickness_provided + nut_T +# nutBoltArray = endNutBoltArray(A.bolt, A.plate, nut, bolt, nut_space) +# beamwebconn = EndBeamWebBeamWeb(supporting, supported, notchObj, Fweld1, plate, nutBoltArray) + +# elif self.connection == KEY_DISP_CLEATANGLE: +# # nut_space = sBeam_tw + 2 * cleat_thick + nut_T +# # cnut_space = pBeam_tw + cleat_thick + nut_T +# # nut_bolt_array = cleatNutBoltArray(self.resultObj, nut, bolt, nut_space, cnut_space) +# # beamwebconn = cleatBeamWebBeamWeb(column, beam, notchObj, angle, nut_bolt_array,gap) +# nut_space = A.supported_section.web_thickness + 2 * A.cleat.thickness + nut_T +# cnut_space = A.supporting_section.web_thickness + A.cleat.thickness + nut_T +# nut_bolt_array = cleatNutBoltArray(A.cleat, nut, bolt, nut_space, cnut_space) +# beamwebconn = cleatBeamWebBeamWeb(supporting, supported, notchObj, angle, nut_bolt_array,gap) + +# else: +# pass + +# beamwebconn.create_3dmodel() + +# return beamwebconn + +# def create3DColWebBeamWeb(self): +# ''' +# creating 3d cad model with column web beam web + +# ''' + +# A = self.module_class() + +# # if self.connection == KEY_DISP_FINPLATE: +# # A = self.module_class() +# # A = FinPlateConnection() +# if self.connection == KEY_DISP_CLEATANGLE: +# # A = CleatAngleConnection() +# angle = Angle(L=A.cleat.height, A=A.cleat.leg_a_length, B=A.cleat.leg_b_length, T=A.cleat.thickness, +# R1=A.cleat.root_radius, R2=A.cleat.toe_radius) + +# elif self.connection == KEY_DISP_SEATED_ANGLE: +# angle = Angle(L=A.seated_angle.width, A=A.seated.leg_a_length, B=A.seated.leg_b_length, +# T=A.seated.thickness, R1=A.seated.root_radius, R2=A.seated.toe_radius) +# else: +# pass +# #### PLATE,BOLT,ANGLE AND NUT PARAMETERS ##### + +# # if self.connection == "cleatAngle": +# # cleat_length = self.resultObj['cleat']['height'] +# # cleat_thick = float(self.dictangledata["t"]) +# # cleat_legsizes = str(self.dictangledata["AXB"]) +# # angle_A = int(cleat_legsizes.split('x')[0]) +# # angle_B = int(cleat_legsizes.split('x')[1]) +# # angle_r1 = float(str(self.dictangledata["R1"])) +# # angle_r2 = float(str(self.dictangledata["R2"])) +# # +# # elif self.connection == 'SeatedAngle': +# # seat_length = self.resultObj['SeatAngle']['Length (mm)'] +# # seat_thick = float(self.dictangledata["t"]) +# # seat_legsizes = str(self.dictangledata["AXB"]) +# # seatangle_A = int(seat_legsizes.split('x')[0]) +# # seatangle_B = int(seat_legsizes.split('x')[1]) +# # seatangle_r1 = float(str(self.dictangledata["R1"])) +# # seatangle_r2 = float(str(self.dictangledata["R2"])) +# # +# # topangle_length = self.resultObj['SeatAngle']['Length (mm)'] +# # topangle_thick = float(self.dicttopangledata["t"]) +# # top_legsizes = str(self.dicttopangledata["AXB"]) +# # topangle_A = int(top_legsizes.split('x')[0]) +# # topangle_B = int(top_legsizes.split('x')[1]) +# # topangle_r1 = float(str(self.dicttopangledata["R1"])) +# # topangle_r2 = float(str(self.dicttopangledata["R2"])) +# # else: +# # fillet_length = self.resultObj['Plate']['height'] +# # fillet_thickness = str(self.uiObj['Weld']['Size (mm)']) +# # plate_width = self.resultObj['Plate']['width'] +# # plate_thick = str(self.uiObj['Plate']['Thickness (mm)']) + +# bolt_dia = int(A.bolt.bolt_diameter_provided) +# bolt_r = bolt_dia / 2.0 +# bolt_R = self.boltHeadDia_Calculation(bolt_dia) / 2.0 +# bolt_T = self.boltHeadThick_Calculation(bolt_dia) +# bolt_Ht = self.boltLength_Calculation(bolt_dia) +# nut_T = self.nutThick_Calculation(bolt_dia) # bolt_dia = nut_dia +# nut_Ht = bolt_dia +# # notch_height = A.supported_section.notch_ht +# # notch_R1 = max([A.supporting_section.root_radius, A.supported_section.root_radius, 10]) + +# if self.connection == KEY_DISP_CLEATANGLE: +# gap = A.cleat.gap +# # notchObj = Notch(R1=notch_R1, +# # height=notch_height, +# # width=(A.supporting_section.flange_width / 2.0 - ( +# # A.supporting_section.web_thickness / 2.0 + gap)) + gap, +# # length=A.supported_section.flange_width) +# # print(notch_R1, notch_height, (A.supporting_section.flange_width / 2.0 - +# # (A.supporting_section.web_thickness / 2.0 + gap)) + gap, +# # A.supported_section.flange_width) +# elif self.connection == KEY_DISP_SEATED_ANGLE: +# gap = A.plate.gap +# seatangle = Angle(L=A.seated_angle.width, A=A.seated.leg_a_length, B=A.seated.leg_b_length, #TODO:Check leg b length +# T=A.seated.thickness, R1=A.seated.root_radius, R2=A.seated.toe_radius) +# topclipangle = Angle(L=A.top_angle.width, A=A.top_angle.leg_a_length, B=A.top_angle.leg_b_length, +# T=A.top_angle.thickness, R1=A.top_angle.root_radius, R2=A.top_angle.toe_radius) + +# elif self.connection == KEY_DISP_ENDPLATE: +# plate = Plate(L=A.plate.height, W=A.plate.width, T=A.plate.thickness_provided) +# Fweld1 = FilletWeld(L=A.weld.length, b=A.weld.size, h=A.weld.size) + +# else: +# plate = Plate(L=A.plate.height, W=A.plate.length, T=A.plate.thickness_provided) +# Fweld1 = FilletWeld(L=A.weld.length, b=A.weld.size, h=A.weld.size) + +# supporting = ISection(B=A.supporting_section.flange_width, T=A.supporting_section.flange_thickness, +# D=A.supporting_section.depth, t=A.supporting_section.web_thickness, +# R1=A.supporting_section.root_radius, R2=A.supporting_section.toe_radius, +# alpha=A.supporting_section.flange_slope, +# length=max(1000, (500 + A.supported_section.depth)), notchObj=None) +# supported = ISection(B=A.supported_section.flange_width, T=A.supported_section.flange_thickness, +# D=A.supported_section.depth, +# t=A.supported_section.web_thickness, R1=A.supported_section.root_radius, +# R2=A.supported_section.toe_radius, +# alpha=A.supported_section.flange_slope, length=500, notchObj=None) + +# bolt = Bolt(R=bolt_R, T=bolt_T, H=bolt_Ht, r=bolt_r) +# nut = Nut(R=bolt_R, T=nut_T, H=nut_Ht, innerR1=bolt_r) + +# if self.connection == KEY_DISP_FINPLATE: # finColWebBeamWeb +# gap = A.plate.gap +# nut_space = A.supported_section.web_thickness + int(A.plate.thickness_provided) + nut_T +# nutBoltArray = finNutBoltArray(A.bolt, A.plate, nut, bolt, nut_space) +# colwebconn = FinColWebBeamWeb(supporting, supported, Fweld1, plate, nutBoltArray,gap) + +# elif self.connection == KEY_DISP_ENDPLATE: +# nut_space = A.supporting_section.web_thickness + int(A.plate.thickness_provided) + nut_T +# nutBoltArray = endNutBoltArray(A.bolt, A.plate, nut, bolt, nut_space) +# colwebconn = EndColWebBeamWeb(supporting, supported, Fweld1, plate, nutBoltArray) + +# elif self.connection == KEY_DISP_CLEATANGLE: +# # nut_space = beam_tw + 2 * cleat_thick + nut_T +# # cnut_space = column_tw + cleat_thick + nut_T +# # nut_bolt_array = cleatNutBoltArray(self.resultObj, nut, bolt, nut_space, cnut_space) +# # colwebconn = cleatColWebBeamWeb(column, beam, angle, nut_bolt_array,gap) +# nut_space = A.supported_section.web_thickness + 2 * A.cleat.thickness + nut_T +# cnut_space = A.supporting_section.web_thickness + A.cleat.thickness + nut_T +# nut_bolt_array = cleatNutBoltArray(A.cleat, nut, bolt, nut_space, cnut_space) +# colwebconn = cleatColWebBeamWeb(supporting, supported, angle, nut_bolt_array, gap) + +# else: +# snut_space = A.supporting_section.web_thickness + A.seated.thickness + nut_T +# sbnut_space = A.supported_section.flange_thickness + A.seated.thickness + nut_T +# tnut_space = A.supported_section.flange_thickness + A.top_angle.thickness + nut_T +# tbnut_space = A.supporting_section.web_thickness + A.top_angle.thickness + nut_T + +# nutBoltArray = seatNutBoltArray(A.bolt, nut, bolt, snut_space, sbnut_space, tnut_space, tbnut_space) +# colwebconn = seatColWebBeamWeb(supporting, supported, seatangle, topclipangle, nutBoltArray, gap) + +# colwebconn.create_3dmodel() +# return colwebconn + +# def create3DColFlangeBeamWeb(self): +# ''' +# Creating 3d cad model with column flange beam web connection + +# ''' + +# A = self.module_class() + +# if self.connection == KEY_DISP_FINPLATE: +# # A = self.module_class() +# # A = FinPlateConnection() +# gap = A.plate.gap +# elif self.connection == KEY_DISP_CLEATANGLE: +# # A = CleatAngleConnection() +# angle = Angle(L=A.cleat.height, A=A.cleat.leg_a_length, B=A.cleat.leg_b_length, T=A.cleat.thickness, +# R1=A.cleat.root_radius, R2=A.cleat.toe_radius) +# elif self.connection == KEY_DISP_SEATED_ANGLE: +# angle = Angle(L=A.seated_angle.width, A=A.seated.leg_a_length, B=A.seated.leg_b_length, +# T=A.seated.thickness, R1=A.seated.root_radius, R2=A.seated.toe_radius) +# else: +# pass + +# bolt_dia = int(A.bolt.bolt_diameter_provided) +# bolt_r = bolt_dia / 2.0 +# bolt_R = self.boltHeadDia_Calculation(bolt_dia) / 2.0 +# bolt_T = self.boltHeadThick_Calculation(bolt_dia) +# bolt_Ht = self.boltLength_Calculation(bolt_dia) +# nut_T = self.nutThick_Calculation(bolt_dia) # bolt_dia = nut_dia +# nut_Ht = bolt_dia +# # gap = A.plate.gap +# # notch_height = A.supported_section.notch_ht +# # notch_R1 = max([A.supporting_section.root_radius, A.supported_section.root_radius, 10]) + +# if self.connection == KEY_DISP_CLEATANGLE: +# gap = A.cleat.gap +# # notchObj = Notch(R1=notch_R1, +# # height=notch_height, +# # width=(A.supporting_section.flange_width / 2.0 - ( +# # A.supporting_section.web_thickness / 2.0 + gap)) + gap, +# # length=A.supported_section.flange_width) +# # print(notch_R1, notch_height, (A.supporting_section.flange_width / 2.0 - +# # (A.supporting_section.web_thickness / 2.0 + gap)) + gap, +# # A.supported_section.flange_width) + +# elif self.connection == KEY_DISP_SEATED_ANGLE: +# gap = A.plate.gap +# seatangle = Angle(L=A.seated_angle.width, A=A.seated.leg_a_length, B=A.seated.leg_b_length, #TODO:Check leg b length +# T=A.seated.thickness, R1=A.seated.root_radius, R2=A.seated.toe_radius) +# topclipangle = Angle(L=A.top_angle.width, A=A.top_angle.leg_a_length, B=A.top_angle.leg_b_length, +# T=A.top_angle.thickness, R1=A.top_angle.root_radius, R2=A.top_angle.toe_radius) + +# elif self.connection == KEY_DISP_ENDPLATE: +# plate = Plate(L=A.plate.height, W=A.plate.width, T=A.plate.thickness_provided) +# Fweld1 = FilletWeld(L=A.weld.length, b=A.weld.size, h=A.weld.size) +# else: +# # plate = Plate(L= 300,W =100, T = 10) +# plate = Plate(L=A.plate.height, W=A.plate.length, T=A.plate.thickness_provided) + +# # Fweld1 = FilletWeld(L= 300,b = 6, h = 6) +# Fweld1 = FilletWeld(L=A.weld.length, b=A.weld.size, h=A.weld.size) + +# supported = ISection(B=A.supported_section.flange_width, T=A.supported_section.flange_thickness, +# D=A.supported_section.depth, +# t=A.supported_section.web_thickness, R1=A.supported_section.root_radius, +# R2=A.supported_section.toe_radius, +# alpha=A.supported_section.flange_slope, length=500, notchObj=None) + +# supporting = ISection(B=A.supporting_section.flange_width, T=A.supporting_section.flange_thickness, +# D=A.supporting_section.depth, t=A.supporting_section.web_thickness, +# R1=A.supporting_section.root_radius, R2=A.supporting_section.toe_radius, +# alpha=A.supporting_section.flange_slope, +# length=max(1000, (500 + A.supported_section.depth)), notchObj=None) + +# # bolt = Bolt(R = bolt_R,T = bolt_T, H = 38.0, r = 4.0 ) +# bolt = Bolt(R=bolt_R, T=bolt_T, H=bolt_Ht, r=bolt_r) + +# # nut =Nut(R = bolt_R, T = 10.0, H = 11, innerR1 = 4.0, outerR2 = 8.3) +# nut = Nut(R=bolt_R, T=nut_T, H=nut_Ht, innerR1=bolt_r) + +# if self.connection == KEY_DISP_FINPLATE: +# nut_space = A.supported_section.web_thickness+ int(A.plate.thickness_provided) + nut_T +# # nutBoltArray = finNutBoltArray(A, nut, bolt, nut_space) # finColFlangeBeamWeb +# # colflangeconn = finColFlangeBeamWeb(column, beam, Fweld1, plate, nutBoltArray, gap) + +# nutBoltArray = finNutBoltArray(A.bolt, A.plate, nut, bolt, nut_space) +# colflangeconn = FinColFlangeBeamWeb(supporting, supported, Fweld1, plate, nutBoltArray,gap) + +# elif self.connection == KEY_DISP_ENDPLATE: +# nut_space = A.supporting_section.flange_thickness + int(A.plate.thickness_provided) + nut_T +# nutBoltArray = endNutBoltArray(A.bolt, A.plate, nut, bolt, nut_space) +# colflangeconn = EndColFlangeBeamWeb(supporting, supported, Fweld1, plate, nutBoltArray) + +# elif self.connection == KEY_DISP_CLEATANGLE: + +# # nut_space = A.supported_section.web_thickness + 2 * + nut_T +# # cnut_space = column_T + cleat_thick + nut_T +# # nut_bolt_array = cleatNutBoltArray(self.resultObj, nut, bolt, nut_space, cnut_space) +# # colflangeconn = cleatColFlangeBeamWeb(column, beam, angle, nut_bolt_array,gap) +# nut_space = A.supported_section.web_thickness + 2 * A.cleat.thickness + nut_T +# cnut_space = A.supporting_section.flange_thickness + A.cleat.thickness + nut_T +# nut_bolt_array = cleatNutBoltArray(A.cleat, nut, bolt, nut_space, cnut_space) +# colflangeconn = cleatColFlangeBeamWeb(supporting, supported, angle, nut_bolt_array, gap) + +# else: +# # pass +# snut_space = A.supporting_section.flange_thickness + A.seated.thickness + nut_T +# sbnut_space = A.supported_section.flange_thickness + A.seated.thickness + nut_T +# tnut_space = A.supported_section.flange_thickness + A.top_angle.thickness + nut_T +# tbnut_space = A.supporting_section.flange_thickness + A.top_angle.thickness + nut_T + +# nutBoltArray = seatNutBoltArray(A.bolt, nut, bolt, snut_space, sbnut_space, tnut_space, tbnut_space, True) +# colflangeconn = seatColFlangeBeamWeb(supporting, supported, seatangle, topclipangle, nutBoltArray, gap) +# # + +# # else: +# # snut_space = column_T + seat_thick + nut_T +# # sbnut_space = beam_T + seat_thick + nut_T +# # tnut_space = beam_T + topangle_thick + nut_T +# # tbnut_space = column_T + topangle_thick + nut_T +# # +# # nutBoltArray = seatNutBoltArray(self.resultObj, nut, bolt, snut_space, sbnut_space, tnut_space, tbnut_space) +# # colflangeconn = seatColFlangeBeamWeb(column, beam, seatangle, topclipangle, nutBoltArray,gap) + +# colflangeconn.create_3dmodel() +# return colflangeconn + +# def createBBCoverPlateCAD(self): +# ''' +# :return: The calculated values/parameters to create 3D CAD model of individual components. +# ''' + +# if self.connection == KEY_DISP_BEAMCOVERPLATE: +# B = BeamCoverPlate() +# # beam_data = self.fetchBeamPara() # Fetches the beam dimensions + +# beam_tw = float(B.section.web_thickness) +# beam_T = float(B.section.flange_thickness) +# beam_d = float(B.section.depth) +# beam_B = float(B.section.flange_width) +# beam_R1 = float(B.section.root_radius) +# beam_R2 = float(B.section.toe_radius) +# beam_alpha = float(B.section.flange_slope) +# beam_length = B.flange_plate.length/2+300 + +# beam_Left = ISection(B=beam_B, T=beam_T, D=beam_d, t=beam_tw, +# R1=beam_R1, R2=beam_R2, alpha=beam_alpha, +# length=beam_length, notchObj=None) # Call to ISection in Component repository +# beam_Right = copy.copy(beam_Left) # Since both the beams are same + + +# plateAbvFlange = Plate(L=B.flange_plate.height, +# W=B.flange_plate.length, +# T=float(B.flange_plate.thickness_provided)) # Call to Plate in Component repository +# plateBelwFlange = copy.copy(plateAbvFlange) # Since both the flange plates are identical + +# innerplateAbvFlangeFront = Plate(L=B.flange_plate.Innerheight, +# W=B.flange_plate.Innerlength, +# T=float(B.flange_plate.thickness_provided)) +# innerplateAbvFlangeBack = copy.copy(innerplateAbvFlangeFront) +# innerplateBelwFlangeFront = copy.copy(innerplateAbvFlangeBack) +# innerplateBelwFlangeBack = copy.copy(innerplateBelwFlangeFront) + +# WebPlateLeft = Plate(L=B.web_plate.height, +# W=B.web_plate.length, +# T=float(B.web_plate.thickness_provided)) # Call to Plate in Component repository +# WebPlateRight = copy.copy(WebPlateLeft) # Since both the Web plates are identical + +# bolt_d = float(B.flange_bolt.bolt_diameter_provided) # Bolt diameter (shank part), entered by user +# bolt_r = bolt_d / 2 # Bolt radius (Shank part) +# bolt_T = self.boltHeadThick_Calculation(bolt_d) # Bolt head thickness +# bolt_R = self.boltHeadDia_Calculation(bolt_d) / 2 # Bolt head diameter (Hexagon) +# bolt_Ht = self.boltLength_Calculation(bolt_d) # Bolt head height + +# bolt = Bolt(R=bolt_R, T=bolt_T, H=bolt_Ht, r=bolt_r) # Call to create Bolt from Component directory +# nut_T = self.nutThick_Calculation(bolt_d) # Nut thickness, usually nut thickness = nut height +# nut_Ht = nut_T +# nut = Nut(R=bolt_R, T=nut_T, H=nut_Ht, innerR1=bolt_r) # Call to create Nut from Component directory + +# numOfBoltsF = int(B.flange_plate.bolts_required) # Number of flange bolts for both beams +# if B.preference == "Outside": +# nutSpaceF = float( +# B.flange_plate.thickness_provided) + beam_T # Space between bolt head and nut for flange bolts +# else: +# nutSpaceF = 2 * float(B.flange_plate.thickness_provided) + beam_T + +# # TODO : update nutSpace from Osdag test + +# numOfBoltsW = int(B.web_plate.bolts_required) # Number of web bolts for both beams +# nutSpaceW = 2 * float( +# B.web_plate.thickness_provided) + beam_tw # Space between bolt head and nut for web bolts + +# # Bolt placement for Above Flange bolts, call to nutBoltPlacement_AF.py +# bolting_AF = NutBoltArray_AF(BeamCoverPlate(), nut, bolt, numOfBoltsF, nutSpaceF) + +# # Bolt placement for Below Flange bolts, call to nutBoltPlacement_BF.py +# bolting_BF = NutBoltArray_BF(BeamCoverPlate(), nut, bolt, numOfBoltsF, nutSpaceF) + +# # Bolt placement for Web Plate bolts, call to nutBoltPlacement_Web.py +# bolting_Web = NutBoltArray_Web(BeamCoverPlate(), nut, bolt, numOfBoltsW, nutSpaceW) + +# # bbCoverPlate is an object which is passed BBCoverPlateBoltedCAD.py file, which initialized the parameters of each CAD component +# bbCoverPlate = BBCoverPlateBoltedCAD(beam_Left, beam_Right, plateAbvFlange, plateBelwFlange, +# innerplateAbvFlangeFront, +# innerplateAbvFlangeBack, innerplateBelwFlangeFront, +# innerplateBelwFlangeBack, +# WebPlateLeft, WebPlateRight, bolting_AF, bolting_BF, bolting_Web, +# BeamCoverPlate()) + +# # bbCoverPlate.create_3DModel() will create the CAD model of each component, debugging this line will give moe clarity +# bbCoverPlate.create_3DModel() + +# elif self.connection == KEY_DISP_BEAMCOVERPLATEWELD: +# B = self.module_class() +# beamLenght = (max(float(B.flange_plate.length), float(B.web_plate.length)) + 600) / 2 +# beam = ISection(B=float(B.section.flange_width), T=float(B.section.flange_thickness), +# D=float(B.section.depth), t=float(B.section.web_thickness), R1=float(B.section.root_radius), +# R2=float(B.section.toe_radius), alpha=float(B.section.flange_slope), length=beamLenght, +# notchObj=None) +# flangePlate = Plate(L=float(B.flange_plate.length), W=float(B.flange_plate.height), +# T=float(B.flange_plate.thickness_provided)) +# innerFlangePlate = Plate(L=float(B.flange_plate.Innerlength), W=float(B.flange_plate.Innerheight), +# T=float(B.flange_plate.thickness_provided)) +# webPlate = Plate(L=float(B.web_plate.length), W=float(B.web_plate.height), +# T=float(B.web_plate.thickness_provided)) + +# flangePlateWeldL = FilletWeld(h=float(B.flange_weld.size), b=float(B.flange_weld.size), L=flangePlate.L) +# flangePlateWeldW = FilletWeld(h=float(B.flange_weld.size), b=float(B.flange_weld.size), L=flangePlate.W) + +# innerflangePlateWeldL = FilletWeld(h=float(B.flange_weld.size), b=float(B.flange_weld.size), +# L=innerFlangePlate.L) +# innerflangePlateWeldW = FilletWeld(h=float(B.flange_weld.size), b=float(B.flange_weld.size), +# L=innerFlangePlate.W) + +# webPlateWeldL = FilletWeld(h=float(B.web_weld.size), b=float(B.web_weld.size), L=webPlate.L) +# webPlateWeldW = FilletWeld(h=float(B.web_weld.size), b=float(B.web_weld.size), L=webPlate.W) + +# bbCoverPlate = BBSpliceCoverPlateWeldedCAD(B, beam, flangePlate, innerFlangePlate, webPlate, +# flangePlateWeldL, flangePlateWeldW, +# innerflangePlateWeldL, +# innerflangePlateWeldW, webPlateWeldL, webPlateWeldW) + +# # bbCoverPlate.create_3DModel() will create the CAD model of each component, debugging this line will give moe clarity +# bbCoverPlate.create_3DModel() + +# return bbCoverPlate + +# def createBBEndPlateCAD(self): +# """ +# Calls the CAD components like beam, plate, stiffeners, fillet and grove weld, nut and bolt. Also calls CAD file +# :return: creates CAD model +# """ + +# BBE = self.module_class + +# beam_tw = float(BBE.beam_tw) +# beam_T = float(BBE.beam_tf) +# beam_d = float(BBE.beam_D) +# beam_B = float(BBE.beam_bf) +# beam_R1 = 0.0 +# beam_R2 = 0.0 +# beam_alpha = 0.0 +# beam_length = 500 + + + +# beam_Left = ISection(B=beam_B, T=beam_T, D=beam_d, t=beam_tw, +# R1=beam_R1, R2=beam_R2, alpha=beam_alpha, +# length=beam_length, notchObj=None) +# beam_Right = copy.copy(beam_Left) # Since both the beams are same + + +# plate_Left = Plate(W=BBE.ep_width_provided, +# L=BBE.ep_height_provided, +# T=BBE.plate_thickness) +# plate_Right = copy.copy(plate_Left) # Since both the end plates are identical + +# # Beam stiffeners 4 if extended both ways, only 1 and 3 if extended oneway and non for flus type +# beam_stiffeners = StiffenerPlate(W=BBE.stiffener_height, L=BBE.stiffener_length, +# T=BBE.stiffener_thickness, +# R11=BBE.stiffener_length - 25, +# R12=BBE.stiffener_height - 25, +# L21=5.0, L22=5.0) # TODO: given hard inputs to L21 and L22 +# # +# # # Beam stiffeners for the flush type endplate +# beam_stiffenerFlush = StiffenerPlate(W=BBE.stiffener_height, L=BBE.stiffener_length, +# T=BBE.stiffener_thickness, +# L21=5.0, L22=5.0) + + +# # alist = self.designParameters() # An object to save all input values entered by user + +# bolt_d = float(BBE.bolt_diameter_provided) # Bolt diameter, entered by user +# bolt_r = bolt_d / 2 +# print(bolt_d) +# bolt_T = self.boltHeadThick_Calculation(bolt_d) +# bolt_R = self.boltHeadDia_Calculation(bolt_d) / 2 +# bolt_Ht = self.boltLength_Calculation(bolt_d) + +# bolt = Bolt(R=bolt_R, T=bolt_T, H=bolt_Ht, r=bolt_r) # Call to create Bolt from Component repo +# nut_T = self.nutThick_Calculation(bolt_d) +# nut_Ht = nut_T +# nut = Nut(R=bolt_R, T=nut_T, H=nut_Ht, innerR1=bolt_r) + +# numberOfBolts = int(BBE.bolt_numbers) + +# nutSpace = 2 * float(BBE.plate_thickness) + nut_T # Space between bolt head and nut + +# bbNutBoltArray = BBENutBoltArray(BBE, nut, bolt, numberOfBolts, nutSpace) + +# # Following welds are for to weld stiffeners for extended bothways and ext4ended oneway +# # bbWeld for stiffener hight on left side +# bbWeldStiffHeight = FilletWeld(b=BBE.weld_size_stiffener, h=BBE.weld_size_stiffener, + +# L=BBE.stiffener_height - 5.0) # outputobj['Stiffener']['Length'] - 25 + +# # bbWeld for stiffener length on left side +# bbWeldStiffLength = FilletWeld(b=BBE.weld_size_stiffener, h=BBE.weld_size_stiffener, +# L=BBE.stiffener_length-5.0) +# # +# # # following welds are fillet welds for the flush endplate stiffeners +# bbWeldFlushstiffHeight = FilletWeld(b=BBE.weld_size_stiffener, h=BBE.weld_size_stiffener, +# L=BBE.stiffener_height-5.0) + +# bbWeldFlushstiffLength = FilletWeld(b=BBE.weld_size_stiffener, h=BBE.weld_size_stiffener, +# L=BBE.stiffener_length-5.0) +# # +# # # if BBE.weld.type == "Fillet Weld": +# # # +# # Fillet Weld for connecting end plate to beam + +# # # Followings welds are welds above beam flange, Qty = 4 +# # bbWeldAbvFlang = FilletWeld(b=float(BBE.flange_weld.size), h=float(BBE.flange_weld.size), +# # L=beam_B) +# # +# # # Followings welds are welds below beam flange, Qty = 8 +# # bbWeldBelwFlang = FilletWeld(b=float(BBE.flange_weld.size), h=float(BBE.flange_weld.size), +# # L=(beam_B - beam_tw) / 2 - +# # beam_R1 - beam_R2) +# # +# # # Followings welds are welds placed aside of beam web, Qty = 4 +# # bbWeldSideWeb = FilletWeld(b=float(BBE.web_weld.size), h=float(BBE.web_weld.size), +# # L=beam_d - 2 * (beam_T + beam_R1) - (2 * 5)) +# # # # +# # # extbothWays = BBEndplateCAD(beam_Left, beam_Right, plate_Left, plate_Right, bbNutBoltArray, +# # # bbWeldAbvFlang, bbWeldBelwFlang, bbWeldSideWeb, bbWeldFlushstiffHeight, +# # # bbWeldFlushstiffLength, +# # # bbWeldStiffHeight, bbWeldStiffLength, beam_stiffeners, beam_stiffenerFlush, alist, +# # # outputobj) +# # # extbothWays.create_3DModel() +# # # +# # # return extbothWays +# # # +# # # else: # Groove Weld +# # +# # # Grove Weld for connecting end plate to beam +# bbWeldFlang = GrooveWeld(b=float(beam_tw), h=float(beam_T), +# L=beam_B) # outputobj["Weld"]["Size"] +# # +# # # Followings welds are welds placed aside of beam web, Qty = 4 # edited length value by Anand Swaroop +# # bbWeldSideWeb = FilletWeld(b=float(BBE.web_weld.size), h=float(BBE.web_weld.size), +# # L=beam_d - 2 * (beam_T + beam_R1) - (2 * 5)) +# bbWeldWeb = GrooveWeld(b=float(beam_tw), h=float(beam_tw), +# L=beam_d - 2 * beam_T) # outputobj["Weld"]["Size"] + + + +# extbothWays = CADGroove(BBE,beam_Left, beam_Right, plate_Left, plate_Right, bbNutBoltArray,bbWeldFlang, +# bbWeldWeb,beam_stiffeners,beam_stiffenerFlush,bbWeldStiffHeight,bbWeldStiffLength,bbWeldFlushstiffHeight,bbWeldFlushstiffLength) +# extbothWays.create_3DModel() + +# return extbothWays + +# def createBCEndPlateCAD(self): +# """ +# Calls the CAD components like beam, plate, stiffeners, fillet and grove weld, nut and bolt. Also calls CAD file +# :return: creates CAD model +# """ +# BCE = self.module_class + +# column_tw = float(BCE.column_tw) +# column_T = float(BCE.column_tf) +# column_d = float(BCE.column_D) +# column_B = float(BCE.column_bf) +# column_R1 = float(BCE.column_r1) +# column_R2 = float(BCE.column_r2) +# column_alpha = 0.0 +# self.column_length = float(BCE.ep_height_provided + 1000) +# # print(column_T,column_B,column_d,column_tw,column_R1,column_R2) + +# beam_tw = float(BCE.beam_tw) +# beam_T = float(BCE.beam_tf) +# beam_d = float(BCE.beam_D) +# beam_B = float(BCE.beam_bf) +# beam_R1 = float(BCE.beam_r1) +# beam_R2 = float(BCE.beam_r2) +# beam_alpha = 0.0 +# self.beam_length = BCE.stiffener_length +500 + +# beam_Left = ISection(B=column_B, T=column_T, D=column_d, t=column_tw, +# R1=column_R1, R2=column_R2, alpha=column_alpha, +# length=self.column_length, notchObj=None) + +# beam_Right = ISection(B=beam_B, T=beam_T, D=beam_d, t=beam_tw, +# R1=beam_R1, R2=beam_R2, alpha=beam_alpha, +# length=self.beam_length, notchObj=None) # Since both the beams are same + +# # outputobj = self.outputs # Save all the claculated/displayed out in outputobj + +# plate_Right = Plate(W=BCE.ep_width_provided, +# L=BCE.ep_height_provided, +# T=BCE.plate_thickness) + + + +# # TODO adding enpplate type and check if code is working +# # TODO added connectivity type here + + + +# if BCE.connectivity == "Column Web-Beam Web": +# conn_type = 'col_web_connectivity' +# else: # "Column flange-Beam web" +# conn_type = 'col_flange_connectivity' + +# print(conn_type,"hfhfh") + +# # endplate_type = alist['Member']['EndPlate_type'] +# if BCE.endplate_type == 'Extended One Way - Irreversible Moment': +# endplate_type = "one_way" +# elif BCE.endplate_type == 'Flushed - Reversible Moment': +# endplate_type = "flush" +# else: # uiObj['Member']['EndPlate_type'] == "Extended both ways": +# endplate_type = "both_way" + +# if BCE.continuity_plate_tension_flange_status == True or BCE.continuity_plate_tension_flange_status == True: + +# if BCE.connectivity != "Column Web-Beam Web": +# contPlates = StiffenerPlate(W=(float(column_B) - float(column_tw)) / 2, +# L=float(column_d) - 2 * float(column_T), +# T=BCE.cont_plate_thk_provided, L21=BCE.notch_size, R22=BCE.notch_size, +# R21=BCE.notch_size, L22=BCE.notch_size) + +# contWeldD = FilletWeld(b=BCE.weld_size_continuity_plate, h=BCE.weld_size_continuity_plate, +# L=float(column_d) - 2 * float(column_T)-2*BCE.notch_size) +# contWeldB = FilletWeld(b=BCE.weld_size_continuity_plate, h=BCE.weld_size_continuity_plate, +# L=float(column_B) / 2 - float(column_tw) / 2-BCE.notch_size) +# else: +# contPlates = StiffenerPlate(W=(float(column_B) - float(column_tw)) / 2, +# L=float(column_d) - 2 * float(column_T), +# T=BCE.cont_plate_thk_provided, L11=BCE.notch_size, R11=BCE.notch_size, +# R12=BCE.notch_size, L12=BCE.notch_size) +# contWeldD = FilletWeld(b=BCE.weld_size_continuity_plate, h=BCE.weld_size_continuity_plate, +# L=float(column_d) - 2 * float(column_T)-2*BCE.notch_size) +# contWeldB = FilletWeld(b=BCE.weld_size_continuity_plate, h=BCE.weld_size_continuity_plate, +# L=float(column_B) / 2 - float(column_tw) / 2-BCE.notch_size) +# else: +# contPlates = None +# contWeldD = None +# contWeldB = None + +# if BCE.web_stiffener_status == True: + + +# webplate = StiffenerPlate(W=BCE.web_stiffener_width, +# L=BCE.web_stiffener_depth, +# T=BCE.web_stiffener_thk_provided) +# webWeldD = FilletWeld(b=BCE.weld_size_web_stiffener, h=BCE.weld_size_web_stiffener, +# L=BCE.web_stiffener_depth) +# webWeldB = FilletWeld(b=BCE.weld_size_web_stiffener, h=BCE.weld_size_web_stiffener, +# L=BCE.web_stiffener_width) +# else: +# webplate = None +# webWeldD = None +# webWeldB = None + + + + +# # if BCE.web_stiffener_status == True: +# # diagplate = StiffenerPlate(W=(float(column_B) - float(column_tw)) / 2, +# # L=BCE.diag_stiffener_length, +# # T=BCE.diag_stiffener_thk_provided) +# # diagWeldD = FilletWeld(b=BCE.weld_size_diag_stiffener, h=BCE.weld_size_diag_stiffener, +# # L=BCE.diag_stiffener_length) +# # diagWeldB = FilletWeld(b=BCE.diag_stiffener_thk_provided, h=BCE.diag_stiffener_thk_provided, +# # L=float(column_B) / 2 - float(column_tw) / 2) +# # else: +# ########## diagplate is omitted due to detailing issues ########### +# diagplate = None +# diagWeldD = None +# diagWeldB = None +# ########## diagplate is omitted due to detailing issues ########### + +# # contPlate_L2 = StiffenerPlate(W=(float(column_data["B"]) - float(column_data["tw"])) / 2, +# # L=float(column_data["D"]) - 2 * float(column_data["T"]), +# # T=outputobj['ContPlateTens']['Thickness']) +# # contPlate_R1 = copy.copy(contPlate_L1) +# # contPlate_R2 = copy.copy(contPlate_L2) + + + +# beam_stiffeners = StiffenerPlate(W=BCE.stiffener_height, L=BCE.stiffener_length, +# T=BCE.stiffener_thickness, +# R11=BCE.stiffener_length- 25, +# R12=BCE.stiffener_height - 25, +# L21=5.0, L22=5.0) # TODO: given hard inputs to L21 and L22 + +# beam_stiffenerFlush = StiffenerPlate(W=BCE.stiffener_height, L=BCE.stiffener_length, +# T=BCE.stiffener_thickness, +# L21=5.0, L22=5.0) + +# bcWeldFlushstiffHeight = FilletWeld(b=BCE.weld_size_stiffener, h=BCE.weld_size_stiffener, +# L=BCE.stiffener_height - 5.0) + +# bcWeldFlushstiffLength = FilletWeld(b=BCE.weld_size_stiffener, h=BCE.weld_size_stiffener, +# L=BCE.stiffener_length - 5.0) + +# # beam_stiffener_2 = copy.copy(beam_stiffener_1) + +# bolt_d = float(BCE.bolt.bolt_diameter_provided) # Bolt diameter, entered by user +# bolt_r = bolt_d / 2 +# bolt_T = self.boltHeadThick_Calculation(bolt_d) +# bolt_R = self.boltHeadDia_Calculation(bolt_d) / 2 +# bolt_Ht = self.boltLength_Calculation(bolt_d) + +# bolt = Bolt(R=bolt_R, T=bolt_T, H=bolt_Ht, r=bolt_r) # Call to create Bolt from Component repo +# nut_T = self.nutThick_Calculation(bolt_d) +# nut_Ht = nut_T +# nut = Nut(R=bolt_R, T=nut_T, H=nut_Ht, innerR1=bolt_r) + +# numberOfBolts = int(BCE.bolt_numbers) + + +# # TODO remove all the clutter later + +# # nutSpace = 2 * float(outputobj["Plate"]["Thickness"]) + nut_T # Space between bolt head and nut +# if conn_type == 'col_flange_connectivity': +# nutSpace = float(column_T) + float(BCE.plate_thickness) + nut_T # / 2 + bolt_T / 2 # Space between bolt head and nut + +# else: +# nutSpace = float(column_tw) + float(BCE.plate_thickness) + nut_T # / 2 + bolt_T / 2 # Space between bolt head and nut +# print(nutSpace,column_tw,BCE.plate_thickness,nut_T,"121") +# bbNutBoltArray = BCE_NutBoltArray(BCE, nut, bolt, numberOfBolts, nutSpace, endplate_type) + +# ########################### +# # WELD SECTIONS # +# ########################### +# ''' +# Following sections are for creating Fillet Welds and Groove Welds +# Welds are numbered from Top to Bottom in Z-axis, Front to Back in Y axis and Left to Right in X axis. +# ''' +# ############################### Weld for the beam stiffeners ################################################ + +# # bcWeld for stiffener hight on left side +# print(BCE.notch_size,BCE.stiffener_thickness,BCE.stiffener_height,BCE.stiffener_length, BCE.cont_plate_thk_provided,BCE.weld_size_continuity_plate,BCE.weld_size_continuity_plate,"jjjj") +# bcWeldStiffHeight = FilletWeld(b=BCE.weld_size_stiffener, h=BCE.weld_size_stiffener, +# L=BCE.stiffener_height-5.0) + +# # +# bcWeldStiffLength = FilletWeld(b=BCE.weld_size_stiffener, h=BCE.weld_size_stiffener, +# L=BCE.stiffener_length-5.0) + + + +# bcWeldFlang = GrooveWeld(b=float(beam_tw), h=float(beam_T), +# L=beam_B) +# # # # bcWeldFlang_2 = copy.copy(bcWeldFlang_1) +# # # +# # # # Followings welds are welds placed aside of beam web, Qty = 4 # edited length value by Anand Swaroop +# bcWeldWeb = GrooveWeld(b=float(beam_tw), h=float(beam_tw), +# L=beam_d - 2 * beam_T) + +# if conn_type == 'col_flange_connectivity': +# # +# # if alist["Weld"]["Method"] == "Fillet Weld": +# # +# # # # Followings welds are welds above beam flange, Qty = 4 +# # # bcWeldAbvFlang = FilletWeld(b=float(alist["Weld"]["Flange (mm)"]), +# # # h=float(alist["Weld"]["Flange (mm)"]), +# # # L=beam_B) +# # # # bcWeldAbvFlang_22 = copy.copy(bcWeldAbvFlang_21) +# # # +# # # # Followings welds are welds below beam flange, Qty = 8 +# # # bcWeldBelwFlang = FilletWeld(b=float(alist["Weld"]["Flange (mm)"]), +# # # h=float(alist["Weld"]["Flange (mm)"]), L=(beam_B - beam_tw) / 2) +# # # # bcWeldBelwFlang_22 = copy.copy(bcWeldBelwFlang_21) +# # # # bcWeldBelwFlang_23 = copy.copy(bcWeldBelwFlang_21) +# # # # bcWeldBelwFlang_24 = copy.copy(bcWeldBelwFlang_21) +# # # +# # # # Followings welds are welds placed aside of beam web, Qty = 4 # edited length value by Anand Swaroop +# # # bcWeldSideWeb = FilletWeld(b=float(alist["Weld"]["Web (mm)"]), h=float(alist["Weld"]["Web (mm)"]), +# # # L=beam_d - 2 * beam_T - 40) +# # # # bcWeldSideWeb_22 = copy.copy(bcWeldSideWeb_21) +# # +# # extbothWays = CADFillet(beam_Left, beam_Right, plate_Right, bbNutBoltArray, bolt, bcWeldAbvFlang, +# # bcWeldBelwFlang, +# # bcWeldSideWeb, contWeldD, contWeldB, +# # bcWeldStiffHeight, bcWeldStiffLength, +# # contPlates, beam_stiffeners, endplate_type, conn_type, +# # outputobj) +# # extbothWays.create_3DModel() +# # +# # return extbothWays +# # +# # else: # Groove Weld + +# # extbothWays = CADGroove(beam_Left, beam_Right, plate_Right, bbNutBoltArray, bolt, +# # bcWeldFlang, bcWeldWeb, +# # bcWeldStiffHeight, bcWeldStiffLength, contWeldD, contWeldB, +# # contPlates, beam_stiffeners, endplate_type, outputobj) +# extbothWays = BCECADGroove(BCE,beam_Left, beam_Right, plate_Right, bbNutBoltArray, bolt,bcWeldFlang, +# bcWeldWeb, contPlates,beam_stiffeners,bcWeldStiffHeight,bcWeldStiffLength,contWeldD,contWeldB,diagplate, diagWeldD, diagWeldB, webplate, webWeldB, webWeldD, beam_stiffenerFlush,bcWeldFlushstiffHeight, bcWeldFlushstiffLength,endplate_type) + + +# extbothWays.create_3DModel() + +# return extbothWays + +# else: # conn_type = 'col_web_connectivity' +# bcWeldFlang = GrooveWeld(b=float(beam_tw), h=float(beam_T), +# L=beam_B) +# # # # bcWeldFlang_2 = copy.copy(bcWeldFlang_1) +# # # +# # # # Followings welds are welds placed aside of beam web, Qty = 4 # edited length value by Anand Swaroop +# bcWeldWeb = GrooveWeld(b=float(beam_tw), h=float(beam_tw), +# L=beam_d - 2 * beam_T) + +# ########## diagplate is omitted due to detailing issues ########### +# diagplate = None +# diagWeldD = None +# diagWeldB = None +# ########## diagplate is omitted due to detailing issues ########### + +# webplate = None +# webWeldD = None +# webWeldB = None +# # if alist["Weld"]["Method"] == "Fillet Weld": +# # # # Followings welds are welds above beam flange, Qty = 4 +# # # bcWeldAbvFlang_21 = FilletWeld(b=float(alist["Weld"]["Flange (mm)"]), +# # # h=float(alist["Weld"]["Flange (mm)"]), +# # # L=beam_B) +# # # bcWeldAbvFlang_22 = copy.copy(bcWeldAbvFlang_21) +# # # +# # # # Followings welds are welds below beam flange, Qty = 8 +# # # bcWeldBelwFlang_21 = FilletWeld(b=float(alist["Weld"]["Flange (mm)"]), +# # # h=float(alist["Weld"]["Flange (mm)"]), L=(beam_B - beam_tw) / 2) +# # # bcWeldBelwFlang_22 = copy.copy(bcWeldBelwFlang_21) +# # # bcWeldBelwFlang_23 = copy.copy(bcWeldBelwFlang_21) +# # # bcWeldBelwFlang_24 = copy.copy(bcWeldBelwFlang_21) +# # # +# # # # Followings welds are welds placed aside of beam web, Qty = 4 # edited length value by Anand Swaroop +# # # bcWeldSideWeb_21 = FilletWeld(b=float(alist["Weld"]["Web (mm)"]), h=float(alist["Weld"]["Web (mm)"]), +# # # L=beam_d - 2 * beam_T - 40) +# # # bcWeldSideWeb_22 = copy.copy(bcWeldSideWeb_21) + +# # col_web_connectivity = CADColWebFillet(beam_Left, beam_Right, plate_Right, bbNutBoltArray, bolt, +# # bcWeldAbvFlang, +# # bcWeldBelwFlang, +# # bcWeldSideWeb, +# # contWeldD, contWeldB, +# # bcWeldStiffHeight, bcWeldStiffLength, +# # contPlates, beam_stiffeners, endplate_type, +# # conn_type, outputobj) +# # +# # col_web_connectivity.create_3DModel() +# # +# # return col_web_connectivity +# # +# # else: # Groove Weld + +# # else: + +# ####################################### +# # WELD SECTIONS QUARTER CONE # +# ####################################### + +# # col_web_connectivity = CADcolwebGroove(beam_Left, beam_Right, plate_Right, bbNutBoltArray, bolt, +# # bcWeldFlang, bcWeldWeb, +# # bcWeldStiffHeight, bcWeldStiffLength, +# # contWeldD, contWeldB, +# # contPlates, beam_stiffeners, endplate_type, +# # outputobj) + +# col_web_connectivity = CADcolwebGroove(BCE, beam_Left, beam_Right, plate_Right, bbNutBoltArray, bolt, +# bcWeldFlang,bcWeldWeb,contPlates,beam_stiffeners,bcWeldStiffHeight,bcWeldStiffLength,contWeldD,contWeldB, diagplate, diagWeldD, diagWeldB, webplate, webWeldB, webWeldD, beam_stiffenerFlush,bcWeldFlushstiffHeight, bcWeldFlushstiffLength,endplate_type) + + +# col_web_connectivity.create_3DModel() + +# return col_web_connectivity + + + +# def createCCCoverPlateCAD(self): + +# if self.connection == KEY_DISP_COLUMNCOVERPLATE: +# C = self.module_class() +# columnLenght = (max(float(C.flange_plate.length), float(C.web_plate.length)) + 600) / 2 +# # column = ISection(B=206.4, T=17.3, D=215.8, t=10, R1=15, R2=75, alpha=94, length=1000, notchObj=None) +# # flangePlate = Plate(L=240, W=203.6, T=10) +# # innerFlangePlate = Plate(L=240, W=85, T=10) +# # webPlate = Plate(L=600, W=120, T=8) +# # gap = 10 +# column = ISection(B=float(C.section.flange_width), T=float(C.section.flange_thickness), +# D=float(C.section.depth), t=float(C.section.web_thickness), +# R1=float(C.section.root_radius), +# R2=float(C.section.toe_radius), alpha=float(C.section.flange_slope), length=columnLenght, +# notchObj=None) +# flangePlate = Plate(L=float(C.flange_plate.length), W=float(C.flange_plate.height), +# T=float(C.flange_plate.thickness_provided)) +# innerFlangePlate = Plate(L=float(C.flange_plate.Innerlength), W=float(C.flange_plate.Innerheight), +# T=float(C.flange_plate.thickness_provided)) +# webPlate = Plate(L=float(C.web_plate.length), W=float(C.web_plate.height), +# T=float(C.web_plate.thickness_provided)) + +# bolt_d = float(C.bolt.bolt_diameter_provided) # Bolt diameter (shank part), entered by user +# bolt_r = bolt_d / 2 # Bolt radius (Shank part) +# bolt_T = self.boltHeadThick_Calculation(bolt_d) # Bolt head thickness +# bolt_R = self.boltHeadDia_Calculation(bolt_d) / 2 # Bolt head diameter (Hexagon) +# bolt_Ht = self.boltLength_Calculation(bolt_d) # Bolt head height + +# bolt = Bolt(R=bolt_R, T=bolt_T, H=bolt_Ht, r=bolt_r) # Call to create Bolt from Component directory +# nut_T = self.nutThick_Calculation(bolt_d) # Nut thickness, usually nut thickness = nut height +# nut_Ht = nut_T +# nut = Nut(R=bolt_R, T=nut_T, H=nut_Ht, innerR1=bolt_r) +# if C.preference != 'Outside': +# nut_space = 2 * flangePlate.T + column.T +# nut_spaceW = 2 * webPlate.T + column.t +# else: +# nut_space = flangePlate.T + column.T +# nut_spaceW = 2*webPlate.T + column.t + +# numOfboltsF = C.flange_plate.bolts_required +# numOfboltsW = C.web_plate.bolts_required + +# nut_bolt_array_AF = CCSpliceNutBolt_AF(C, nut, bolt, numOfboltsF, nut_space) +# nut_bolt_array_BF = CCSpliceNutBolt_BF(C, nut, bolt, numOfboltsF, nut_space) +# nut_bolt_array_Web = CCSpliceNutBolt_Web(C, nut, bolt, numOfboltsW, nut_spaceW) + +# ccCoverPlateCAD = CCSpliceCoverPlateBoltedCAD(C, column, flangePlate, innerFlangePlate, webPlate, +# nut_bolt_array_AF, nut_bolt_array_BF, +# nut_bolt_array_Web) + +# ccCoverPlateCAD.create_3DModel() + + +# elif self.connection == KEY_DISP_COLUMNCOVERPLATEWELD: + +# C = self.module_class() +# columnLenght = (max(float(C.flange_plate.length), float(C.web_plate.length)) + 600) / 2 +# column = ISection(B=float(C.section.flange_width), T=float(C.section.flange_thickness), +# D=float(C.section.depth), t=float(C.section.web_thickness), +# R1=float(C.section.root_radius), +# R2=float(C.section.toe_radius), alpha=float(C.section.flange_slope), length=columnLenght, +# notchObj=None) +# flangePlate = Plate(L=float(C.flange_plate.length), W=float(C.flange_plate.height), +# T=float(C.flange_plate.thickness_provided)) +# innerFlangePlate = Plate(L=float(C.flange_plate.Innerlength), W=float(C.flange_plate.Innerheight), +# T=float(C.flange_plate.thickness_provided)) +# webPlate = Plate(L=float(C.web_plate.length), W=float(C.web_plate.height), +# T=float(C.web_plate.thickness_provided)) + +# flangePlateWeldL = FilletWeld(h=float(C.flange_weld.size), b=float(C.flange_weld.size), L=flangePlate.L) +# flangePlateWeldW = FilletWeld(h=float(C.flange_weld.size), b=float(C.flange_weld.size), L=flangePlate.W) + +# innerflangePlateWeldL = FilletWeld(h=float(C.flange_weld.size), b=float(C.flange_weld.size), +# L=innerFlangePlate.L) +# innerflangePlateWeldW = FilletWeld(h=float(C.flange_weld.size), b=float(C.flange_weld.size), +# L=innerFlangePlate.W) + +# webPlateWeldL = FilletWeld(h=float(C.web_weld.size), b=float(C.web_weld.size), L=webPlate.L) +# webPlateWeldW = FilletWeld(h=float(C.web_weld.size), b=float(C.web_weld.size), L=webPlate.W) + +# ccCoverPlateCAD = CCSpliceCoverPlateWeldedCAD(C, column, flangePlate, innerFlangePlate, webPlate, +# flangePlateWeldL, flangePlateWeldW, +# innerflangePlateWeldL, +# innerflangePlateWeldW, webPlateWeldL, webPlateWeldW) + +# ccCoverPlateCAD.create_3DModel() + +# return ccCoverPlateCAD + +# def createCCEndPlateCAD(self): +# CEP = self.module_class + +# bolt_d = float(CEP.bolt_diam_provided) # Bolt diameter (shank part), entered by user +# bolt_r = bolt_d / 2 # Bolt radius (Shank part) +# bolt_T = self.boltHeadThick_Calculation(bolt_d) # Bolt head thickness +# bolt_R = self.boltHeadDia_Calculation(bolt_d) / 2 # Bolt head diameter (Hexagon) +# bolt_Ht = self.boltLength_Calculation(bolt_d) # Bolt head height + +# bolt = Bolt(R=bolt_R, T=bolt_T, H=bolt_Ht, r=bolt_r) # Call to create Bolt from Component directory +# nut_T = self.nutThick_Calculation(bolt_d) # Nut thickness, usually nut thickness = nut height +# nut_Ht = nut_T +# nut = Nut(R=bolt_R, T=nut_T, H=nut_Ht, innerR1=bolt_r) +# if CEP.weld_size <= 16: +# stiffener = StiffenerPlate(L=CEP.stiff_wt, W=CEP.stiff_ht, T=CEP.t_s, L11=CEP.stiff_wt / 2, +# L12=CEP.stiff_ht / 2, R21=10, R22=10) +# weld_stiff_h = GrooveWeld(b=stiffener.T, h= stiffener.T, L=stiffener.L - stiffener.R22) +# weld_stiff_v = FilletWeld(b= CEP.weld_size, h= CEP.weld_size, L=stiffener.W - stiffener.R21) +# else: +# stiffener = StiffenerPlate(L=CEP.stiff_wt - CEP.t_s, W=CEP.stiff_ht, T=CEP.t_s, L11=CEP.stiff_wt / 2, +# L12=CEP.stiff_ht / 2, R21=10, R22=10) +# weld_stiff_h = GrooveWeld(b=stiffener.T, h= stiffener.T, L=stiffener.L - stiffener.R22) +# weld_stiff_v = GrooveWeld(b=stiffener.T, h= stiffener.T, L=stiffener.W - stiffener.R21) + +# column = ISection(B=float(CEP.section.flange_width), T=float(CEP.section.flange_thickness), +# D=float(CEP.section.depth), t=float(CEP.section.web_thickness), +# R1=float(CEP.section.root_radius), R2=float(CEP.section.toe_radius), +# alpha=float(CEP.section.flange_slope), length=1000, notchObj=None) +# endPlate = Plate(L=float(CEP.plate_height), W=float(CEP.plate_width), T=float(CEP.plate_thickness_provided)) +# flangeWeld = GrooveWeld(b=column.T, h=float(10.0), L=column.B) +# webWeld = GrooveWeld(b=column.t, h=flangeWeld.h, L=column.D - 2 * column.T) + +# # bolt = Bolt(R=14, T=10, H=13, r=8) +# # nut = Nut(R=bolt.R, T=bolt.T, H=bolt.T + 1, innerR1=bolt.r) +# nut_space = 2 * endPlate.T + nut.T # member.T + plate.T + nut.T + +# nut_bolt_array = CEPNutBoltArray(CEP, column, nut, bolt, nut_space) + +# ccEndPlateCad = CCEndPlateCAD(CEP, column, endPlate, flangeWeld, webWeld, nut_bolt_array, stiffener, weld_stiff_h, weld_stiff_v) + +# ccEndPlateCad.create_3DModel() + +# return ccEndPlateCad + +def create_3d_model(design_output, save_path): + try: + # Create basic shapes based on design outputs + beam = BRepPrimAPI_MakeBox( + design_output['beam_length'], + design_output['beam_width'], + design_output['beam_height'] + ).Shape() + + # Use forward slashes and ensure directory exists + base_path = "file_storage/cad_models" + os.makedirs(base_path, exist_ok=True) + + # Create STEP file with proper path + filename = f"model_{uuid.uuid4()}.step" + full_path = os.path.join(base_path, filename).replace("\\", "/") + + # Write to STEP file + writer = STEPControl_Writer() + status = writer.Transfer(beam, STEPControl_AsIs) + if status == IFSelect_RetDone: + status = writer.Write(full_path) + + return os.path.join('cad_models', filename) + + except Exception as e: + print(f"Failed to generate 3D model: {str(e)}") + return None +# def createBasePlateCAD(self): +# """ +# :return: The calculated values/parameters to create 3D CAD model of individual components. +# """ + +# BP = self.module_class + +# if BP.connectivity == 'Hollow/Tubular Column Base': +# if BP.dp_column_designation[1:4] == 'SHS' or BP.dp_column_designation[1:4] == 'RHS': +# sec = RectHollow(L=float(BP.column_bf), W=float(BP.column_D), H=1000, T=float(BP.column_tf)) + +# BP.weld_size_stiffener = max(sec.T, BP.stiffener_plt_thk)/2 +# weld_sec = RectHollow(L=sec.L, W=sec.W, H=float(BP.weld_size_stiffener), T=sec.T) +# stiff_alg_l = StiffenerPlate(L=BP.stiffener_plt_len_along_D - BP.weld_size_stiffener, W=BP.stiffener_plt_height, T= BP.stiffener_plt_thk, +# L11= BP.stiffener_plt_len_along_D - BP.weld_size_stiffener - 50, L12=BP.stiffener_plt_height - 100, R21=15, R22=15) +# stiff_alg_b = StiffenerPlate(L= BP.stiffener_plt_len_along_B - BP.weld_size_stiffener, W=BP.stiffener_plt_height, T=BP.stiffener_plt_thk, +# L11= BP.stiffener_plt_len_along_B - BP.weld_size_stiffener - 50, L12=BP.stiffener_plt_height - 100, R21=15, R22=15) + +# weld_stiff_l_v = GrooveWeld(b=stiff_alg_l.T, h=BP.weld_size_stiffener, L=stiff_alg_l.W - stiff_alg_l.R22) +# weld_stiff_l_h = GrooveWeld(b=stiff_alg_l.T, h=BP.weld_size_stiffener, L=stiff_alg_l.L - stiff_alg_l.R22) +# weld_stiff_b_v = GrooveWeld(b=stiff_alg_b.T, h=BP.weld_size_stiffener, L=stiff_alg_b.W - stiff_alg_b.R22) +# weld_stiff_b_h = GrooveWeld(b=stiff_alg_b.T, h=BP.weld_size_stiffener, L=stiff_alg_b.L - stiff_alg_b.R22) + + +# else: #self.BP.dp_column_designation[1:4] == 'CHS': +# sec = CircularHollow(r=float(BP.column_D)/ 2, T=float(BP.column_tf), H=1500) + +# BP.weld_size_stiffener = max(sec.T, BP.stiffener_plt_thk)/2 + +# weld_sec = CircularHollow(r=sec.r, T=sec.T, H=float(BP.weld_size_stiffener)) +# stiff_alg_l = StiffenerPlate(L=BP.stiffener_plt_len_across_D - BP.weld_size_stiffener, W=BP.stiffener_plt_height, T=BP.stiffener_plt_thk, +# L11=BP.stiffener_plt_len_across_D - BP.weld_size_stiffener - 50, L12=BP.stiffener_plt_height - 100, R21=15, R22=15) +# stiff_alg_b = StiffenerPlate(L=BP.stiffener_plt_len_across_D - BP.weld_size_stiffener, W=BP.stiffener_plt_height, T=BP.stiffener_plt_thk, +# L11=BP.stiffener_plt_len_across_D - BP.weld_size_stiffener - 50, L12=BP.stiffener_plt_height - 100, R21=15, R22=15) + +# weld_stiff_l_v = GrooveWeld(b=stiff_alg_l.T, h=BP.weld_size_stiffener, L=stiff_alg_l.W - stiff_alg_l.R22) +# weld_stiff_l_h = GrooveWeld(b=stiff_alg_l.T, h=BP.weld_size_stiffener, L=stiff_alg_l.L - stiff_alg_l.R22) +# weld_stiff_b_v = GrooveWeld(b=stiff_alg_b.T, h=BP.weld_size_stiffener, L=stiff_alg_b.W - stiff_alg_b.R22) +# weld_stiff_b_h = GrooveWeld(b=stiff_alg_b.T, h=BP.weld_size_stiffener, L=stiff_alg_b.L - stiff_alg_b.R22) + +# baseplate = Plate(L=float(BP.bp_length_provided), W=float(BP.bp_width_provided), T=float(BP.plate_thk)) + +# bolt_d = float(BP.anchor_dia_outside_flange) +# bolt_r = bolt_d / 2 # Bolt radius (Shank part) +# bolt_R = self.boltHeadDia_Calculation(bolt_d) / 2 # Bolt head diameter (Hexagon) +# # bolt_T = self.boltHeadThick_Calculation(bolt_d) # Bolt head thickness +# nut_T = self.nutThick_Calculation(bolt_d) # Nut thickness, usually nut thickness = nut height +# nut_HT = nut_T + +# ex_length_out = BP.anchor_len_above_footing_out +# if BP.anchor_type == 'IS 5624-Type A': +# bolt = AnchorBolt_A(l=float(BP.anchor_len_below_footing_out), c=125, a=75, +# r=float(BP.anchor_dia_outside_flange) / 2, +# ex=ex_length_out) +# elif BP.anchor_type == 'IS 5624-Type B': +# bolt = AnchorBolt_B(l=float(BP.anchor_len_below_footing_out), r=float(BP.anchor_dia_outside_flange) / 2, +# ex=ex_length_out) +# else: # BP.anchor_type == 'End Plate Type': +# bolt = AnchorBolt_Endplate(l=float(BP.anchor_len_below_footing_out), r=float(BP.anchor_dia_outside_flange) / 2, a= BP.plate_washer_dim_out*1.5, +# ex=ex_length_out) + +# bolt_in = bolt + +# nut = Nut(R=bolt_R, T=nut_T, H=nut_HT, innerR1=bolt_r) +# nut_in = nut +# washer = Washer(a=BP.plate_washer_dim_out , d=BP.plate_washer_inner_dia_out , t=BP.plate_washer_thk_out) +# washer_in = washer +# nutSpace = bolt.c + baseplate.T +# bolthight = washer.T + nut.T + 50 + +# concrete = Plate(L=baseplate.L * 1.5, W=baseplate.W * 1.5, T=bolt.l * 1.2) +# grout = Grout(L=baseplate.L * 1.5, W=baseplate.W * 1.5, T=50) + +# if BP.shear_key_along_ColDepth == 'Yes': +# shearkey_1 = Plate(L=float(BP.shear_key_len_ColDepth), W=float(BP.shear_key_thk), T=float(BP.shear_key_depth_ColDepth)) +# else: +# shearkey_1 = Plate(L=float(0), W=float(0), T=float(0)) + +# if BP.shear_key_along_ColWidth == 'Yes': +# shearkey_2 = Plate(L=float(BP.shear_key_thk), W=float(BP.shear_key_len_ColWidth), T=float(BP.shear_key_depth_ColWidth)) +# else: +# shearkey_2 = Plate(L=float(0), W=float(0), T=float(0)) + +# nut_bolt_array = bpNutBoltArray(BP, nut, nut_in, bolt, bolt_in, nutSpace, washer, washer_in) + +# basePlate = HollowBasePlateCad(BP, sec, weld_sec, nut_bolt_array, bolthight, baseplate, concrete, grout, +# stiff_alg_l, stiff_alg_b, weld_stiff_l_v, weld_stiff_l_h, weld_stiff_b_v, +# weld_stiff_b_h, shearkey_1, shearkey_2) +# else: +# column_tw = float(BP.column_tw) +# column_T = float(BP.column_tf) +# column_d = float(BP.column_D) +# column_B = float(BP.column_bf) +# column_R1 = float(BP.column_r1) +# column_R2 = float(BP.column_r2) +# column_alpha = 94 # Todo: connect this. Waiting for danish to give variable +# column_length = 1500 + +# column = ISection(B=column_B, T=column_T, D=column_d, t=column_tw, R1=column_R1, R2=column_R2, +# alpha=column_alpha, length=column_length, notchObj=None) +# baseplate = Plate(L=float(BP.bp_length_provided), W=float(BP.bp_width_provided), T=float(BP.plate_thk)) + +# if BP.weld_type == 'Fillet Weld': +# weldAbvFlang = FilletWeld(b=float(BP.weld_size_flange), h=float(BP.weld_size_flange), L=column.B) +# weldBelwFlang = FilletWeld(b=float(BP.weld_size_flange), h=float(BP.weld_size_flange), +# L=(column.B - column.t - 2 * (column.R1 + column.R2)) / 2) +# weldSideWeb = FilletWeld(b=float(BP.weld_size_web), h=float(BP.weld_size_web), +# L=column.D - 2 * (column.t + column.R1)) +# else: +# BP.weld_size_flange = max(column.T/2, column.t/2) +# BP.weld_size_web = BP.weld_size_flange +# weldAbvFlang = GrooveWeld(b= column.T, h=float(BP.weld_size_flange), L=column.B) +# weldBelwFlang = GrooveWeld(b= column.T, h=float(BP.weld_size_flange), L=column.B) +# weldSideWeb = GrooveWeld(b=column.t, h=float(BP.weld_size_web), L=column.D) + + +# BP.weld_size_stiffener = max(BP.stiffener_plt_thick_along_web, BP.stiffener_plt_thick_across_web, column.T) / 2 +# stiffener = StiffenerPlate(L=float(BP.stiffener_plt_len_along_web) - float(BP.weld_size_stiffener), W=float(BP.stiffener_plt_height_along_web), +# T=float(BP.stiffener_plt_thick_along_web), +# L11=float(BP.stiffener_plt_len_along_web - 50), L12=float(BP.stiffener_plt_height_along_web - 100), R21=15, R22=15) + +# concrete = Plate(L=baseplate.L * 2, W=baseplate.W * 2, T=float(BP.anchor_len_below_footing_out) * 1.5) +# grout = Grout(L=concrete.L, W=concrete.W, T=50) + +# stiffener_acrsWeb = StiffenerPlate(L=float(BP.stiffener_plt_len_across_web) - float(BP.weld_size_stiffener), W=float(BP.stiffener_plt_height_across_web), T=float(BP.stiffener_plt_thick_across_web), +# L11=float(BP.stiffener_plt_len_across_web) - 50, L12=float(BP.stiffener_plt_height_across_web) - 100, +# R21=15, R22=15) # todo: add L21 and L22 as max(15, weldsize + 3) + +# stiffener_algflangeL = Stiffener_flange(H=float(BP.stiffener_plt_height_along_flange), L=BP.stiffener_plt_len_along_flange - float(BP.weld_size_stiffener), T=BP.stiffener_plt_thick_along_flange, +# t_f=column.T, L_h=50, L_v=100, to_left=True) +# stiffener_algflangeR = Stiffener_flange(H=float(BP.stiffener_plt_height_along_flange), L=BP.stiffener_plt_len_along_flange - float(BP.weld_size_stiffener), T= BP.stiffener_plt_thick_along_flange, +# t_f=column.T, L_h=50, L_v=100, to_left=False) +# stiffener_algflange_tapperLength = (stiffener_algflangeR.T - column.T) * 5 + +# stiffener_insideflange = StiffenerPlate(L= (column.D - 2*column.T - 2 * float(BP.weld_size_stiffener)), W= (column.B- column.t - 2*column.R1 - 2 * 5)/2, T =12, R21 = column.R1 + 5, R22= column.R1 + 5, L21 = column.R1 + 5, L22= column.R1 + 5) # self.extraspace=5 + + +# weld_stiffener_algflng_v = GrooveWeld(b=column.T, h=float(BP.weld_size_stiffener), L=stiffener_algflangeL.H) +# weld_stiffener_algflng_h = FilletWeld(b=float(BP.weld_size_stiffener), h=float(BP.weld_size_stiffener), +# L=stiffener_algflangeL.L) # Todo: create another weld for inner side of the stiffener +# weld_stiffener_algflag_gh = GrooveWeld(b=stiffener_algflangeR.T, h=float(BP.weld_size_stiffener), +# L=stiffener_algflangeL.L - stiffener_algflange_tapperLength) + +# weld_stiffener_acrsWeb_v = GrooveWeld(b=stiffener_acrsWeb.T, h=float(BP.weld_size_stiffener), +# L=stiffener_acrsWeb.W - stiffener_acrsWeb.R22) +# weld_stiffener_acrsWeb_h = FilletWeld(b=10, h=10, L=stiffener_acrsWeb.L - stiffener_acrsWeb.R22) +# weld_stiffener_acrsWeb_gh = GrooveWeld(b=stiffener_acrsWeb.T, h=float(BP.weld_size_stiffener), +# L=stiffener_acrsWeb.L - stiffener_acrsWeb.R22) + +# # gussetweld = GrooveWeld(b=gusset.T, h=float(BP.weld_size_stiffener), L=gusset.L) +# weld_stiffener_alongWeb_h = FilletWeld(b=float(BP.weld_size_stiffener), h=float(BP.weld_size_stiffener), L=stiffener.L - stiffener.R22) +# weld_stiffener_alongWeb_v = GrooveWeld(b=stiffener.T, h=float(BP.weld_size_stiffener), L=stiffener.W - stiffener.R22) +# weld_stiffener_alongWeb_gh = GrooveWeld(b=stiffener.T, h=float(BP.weld_size_stiffener), L=stiffener.L - stiffener.R22) + +# weld_stiffener_inflange = GrooveWeld(b=stiffener_insideflange.T, h=float(BP.weld_size_stiffener), L=stiffener_insideflange.W - stiffener_insideflange.R22) +# weld_stiffener_inflange_d = GrooveWeld(b=stiffener_insideflange.T, h=float(BP.weld_size_stiffener), +# L=stiffener_insideflange.L - stiffener_insideflange.R22 - 2 * weld_stiffener_inflange.h) + +# if BP.load_axial_tension > 0: +# BP.anchor_len_above_footing_in = BP.anchor_len_above_footing_in +# BP.anchor_len_below_footing_in = BP.anchor_len_below_footing_in +# BP.anchor_dia_inside_flange = BP.anchor_dia_inside_flange +# BP.plate_washer_dim_in = BP.plate_washer_dim_in +# BP.plate_washer_inner_dia_in = BP.plate_washer_inner_dia_in +# BP.plate_washer_thk_in = BP.plate_washer_thk_in +# else: +# BP.anchor_len_above_footing_in = BP.anchor_len_above_footing_out +# BP.anchor_len_below_footing_in = BP.anchor_len_below_footing_out +# BP.anchor_dia_inside_flange = BP.anchor_dia_outside_flange +# BP.plate_washer_dim_in = BP.plate_washer_dim_out +# BP.plate_washer_inner_dia_in = BP.plate_washer_inner_dia_out +# BP.plate_washer_thk_in = BP.plate_washer_thk_out + +# bolt_d = float(BP.anchor_dia_outside_flange) +# bolt_r = bolt_d / 2 # Bolt radius (Shank part) +# bolt_R = self.boltHeadDia_Calculation(bolt_d) / 2 # Bolt head diameter (Hexagon) +# # bolt_T = self.boltHeadThick_Calculation(bolt_d) # Bolt head thickness +# nut_T = self.nutThick_Calculation(bolt_d) # Nut thickness, usually nut thickness = nut height +# nut_HT = nut_T + +# bolt_d_in = float(BP.anchor_dia_inside_flange) +# bolt_r_in = bolt_d_in / 2 # Bolt radius (Shank part) +# bolt_R_in = self.boltHeadDia_Calculation(bolt_d_in) / 2 # Bolt head diameter (Hexagon) +# # bolt_T = self.boltHeadThick_Calculation(bolt_d) # Bolt head thickness +# nut_T_in = self.nutThick_Calculation(bolt_d_in) # Nut thickness, usually nut thickness = nut height +# nut_HT_in = nut_T_in + +# ex_length_out = BP.anchor_len_above_footing_out +# ex_length_in = BP.anchor_len_above_footing_in +# if BP.anchor_type == 'IS 5624-Type A': +# bolt = AnchorBolt_A(l=float(BP.anchor_len_below_footing_out), c=125, a=75, r=float(BP.anchor_dia_outside_flange) / 2, +# ex=ex_length_out) +# bolt_in = AnchorBolt_A(l=float(BP.anchor_len_below_footing_in), c=125, a=75, r=float(BP.anchor_dia_inside_flange) / 2, +# ex=ex_length_in) +# elif BP.anchor_type == 'IS 5624-Type B': +# bolt = AnchorBolt_B(l=float(BP.anchor_len_below_footing_out), r=float(BP.anchor_dia_outside_flange) / 2, ex=ex_length_out) +# bolt_in = AnchorBolt_B(l=float(BP.anchor_len_below_footing_in), r=float(BP.anchor_dia_inside_flange) / 2, +# ex=ex_length_in) +# else: #BP.anchor_type == 'End Plate Type': +# bolt = AnchorBolt_Endplate(l=float(BP.anchor_len_below_footing_out), r=float(BP.anchor_dia_outside_flange) / 2, a= BP.plate_washer_dim_out * 1.5, +# ex=ex_length_out) +# bolt_in = AnchorBolt_Endplate(l=float(BP.anchor_len_below_footing_in), +# r=float(BP.anchor_dia_inside_flange) / 2, a= BP.plate_washer_inner_dia_in * 1.5, +# ex=ex_length_in) + +# nut = Nut(R=bolt_R, T=nut_T, H=nut_HT, innerR1=bolt_r) +# nut_in = Nut(R=bolt_R_in, T=nut_T_in, H=nut_HT_in, innerR1=bolt_r_in) +# washer = Washer(a=BP.plate_washer_dim_out , d=BP.plate_washer_inner_dia_out , t=BP.plate_washer_thk_out) +# washer_in = Washer(a=BP.plate_washer_dim_in, d=BP.plate_washer_inner_dia_in, t=BP.plate_washer_thk_out) +# nutSpace = bolt.c + baseplate.T +# bolthight = washer.T + nut.T + 50 + +# if BP.shear_key_along_ColDepth == 'Yes': +# shearkey_1 = Plate(L=float(BP.shear_key_len_ColDepth), W=float(BP.shear_key_thk), T=float(BP.shear_key_depth_ColDepth)) +# else: +# shearkey_1 = Plate(L=float(0), W=float(0), T=float(0)) + +# if BP.shear_key_along_ColWidth == 'Yes': +# shearkey_2 = Plate(L=float(BP.shear_key_thk), W=float(BP.shear_key_len_ColWidth), T=float(BP.shear_key_depth_ColWidth)) +# else: +# shearkey_2 = Plate(L=float(0), W=float(0), T=float(0)) + +# nut_bolt_array = bpNutBoltArray(BP, nut, nut_in, bolt, bolt_in, nutSpace, washer, washer_in) + +# basePlate = BasePlateCad(BP, column, nut_bolt_array, bolthight, baseplate, shearkey_1, shearkey_2, weldAbvFlang, weldBelwFlang, weldSideWeb, +# concrete, stiffener, grout, weld_stiffener_alongWeb_h, weld_stiffener_alongWeb_gh, weld_stiffener_alongWeb_v, +# stiffener_algflangeL, stiffener_algflangeR, stiffener_acrsWeb, weld_stiffener_algflng_v, weld_stiffener_algflng_h, weld_stiffener_algflag_gh, +# weld_stiffener_acrsWeb_v, weld_stiffener_acrsWeb_h, weld_stiffener_acrsWeb_gh, stiffener_insideflange, weld_stiffener_inflange, weld_stiffener_inflange_d) + +# basePlate.create_3DModel() + +# return basePlate + +# def createTensionCAD(self): +# """ +# :return: The calculated values/parameters to create 3D CAD model of individual components. +# """ +# T = self.module_class + +# # Types of connections = #'Angles', 'Back to Back Angles', 'Star Angles', 'Channels', 'Back to Back Channels' +# if self.connection == KEY_DISP_TENSION_BOLTED: +# bolt_d = float(T.bolt.bolt_diameter_provided) # Bolt diameter (shank part), entered by user +# bolt_r = bolt_d / 2 # Bolt radius (Shank part) +# bolt_T = self.boltHeadThick_Calculation(bolt_d) # Bolt head thickness +# bolt_R = self.boltHeadDia_Calculation(bolt_d) / 2 # Bolt head diameter (Hexagon) +# bolt_Ht = self.boltLength_Calculation(bolt_d) # Bolt head height + +# bolt = Bolt(R=bolt_R, T=bolt_T, H=bolt_Ht, r=bolt_r) # Call to create Bolt from Component directory +# nut_T = self.nutThick_Calculation(bolt_d) # Nut thickness, usually nut thickness = nut height +# nut_Ht = nut_T +# nut = Nut(R=bolt_R, T=nut_T, H=nut_Ht, innerR1=bolt_r) # Call to create Nut from Component directory + +# plate = GassetPlate(L=float(T.plate.length + 50), H=float(T.plate.height), +# T=float(T.plate.thickness_provided), degree=30) +# intermittentPlates = Plate(L=float(T.inter_plate_height), W=float(T.inter_plate_length), T=float(plate.T)) + + +# if T.sec_profile == 'Channels' or T.sec_profile == 'Back to Back Channels': +# member = Channel(B=float(T.section_size_1.flange_width), T=float(T.section_size_1.flange_thickness), +# D=float(T.section_size_1.depth), t=float(T.section_size_1.web_thickness), +# R1=float(T.section_size_1.root_radius), R2=float(T.section_size_1.toe_radius), +# L=float(T.length)) +# if T.sec_profile == 'Channels': +# nut_space = member.t + plate.T + nut.T # member.T + plate.T + nut.T + +# else: +# nut_space = 2 * member.t + plate.T + nut.T # 2*member.T + plate.T + nut.T + +# intermittentConnection = IntermittentNutBoltPlateArray(T, nut, bolt, intermittentPlates, nut_space) +# nut_bolt_array = TNutBoltArray(T, nut, bolt, nut_space) +# tensionCAD = TensionChannelBoltCAD(T, member, plate, nut_bolt_array, intermittentConnection) + +# else: +# member = Angle(L=float(T.length), A=float(T.section_size_1.max_leg), B=float(T.section_size_1.min_leg), +# T=float(T.section_size_1.thickness), R1=float(T.section_size_1.root_radius), +# R2=float(T.section_size_1.toe_radius)) +# if T.sec_profile == 'Back to Back Angles': +# nut_space = 2 * member.T + plate.T + nut.T +# else: +# nut_space = member.T + plate.T + nut.T + +# intermittentConnection = IntermittentNutBoltPlateArray(T, nut, bolt, intermittentPlates, nut_space) +# nut_bolt_array = TNutBoltArray(T, nut, bolt, nut_space) +# tensionCAD = TensionAngleBoltCAD(T, member, plate, nut_bolt_array, intermittentConnection) + +# else: +# plate = GassetPlate(L=float(T.plate.length + 50), H=float(T.plate.height), +# T=float(T.plate.thickness_provided), degree=30) + +# intermittentPlates = Plate(L=float(T.inter_plate_height), W=float(T.inter_plate_length), T=plate.T) +# intermittentWelds = FilletWeld(h=float(T.inter_weld_size), b=float(T.inter_weld_size), L=intermittentPlates.W) +# weld_plate_array = IntermittentWelds(T, intermittentWelds, intermittentPlates) + +# s = max(15, float(T.weld.size)) +# plate_intercept = plate.L - s - 50 +# if T.sec_profile == 'Channels' or T.sec_profile == 'Back to Back Channels': +# member = Channel(B=float(T.section_size_1.flange_width), T=float(T.section_size_1.flange_thickness), +# D=float(T.section_size_1.depth), t=float(T.section_size_1.web_thickness), +# R1=float(T.section_size_1.root_radius), R2=float(T.section_size_1.toe_radius), +# L=float(T.length)) +# inline_weld = FilletWeld(b=float(T.weld.size), h=float(T.weld.size), L=float(plate_intercept)) +# opline_weld = FilletWeld(b=float(T.weld.size), h=float(T.weld.size), L=float(member.D)) + + +# tensionCAD = TensionChannelWeldCAD(T, member, plate, inline_weld, opline_weld, weld_plate_array) + +# else: +# member = Angle(L=float(T.length), A=float(T.section_size_1.max_leg), B=float(T.section_size_1.min_leg), +# T=float(T.section_size_1.thickness), R1=float(T.section_size_1.root_radius), +# R2=float(T.section_size_1.toe_radius)) +# inline_weld = FilletWeld(b=float(T.weld.size), h=float(T.weld.size), L=float(plate_intercept)) +# if T.loc == 'Long Leg': +# opline_weld = FilletWeld(b=float(T.weld.size), h=float(T.weld.size), L=float(member.A)) +# else: # 'Short Leg' +# opline_weld = FilletWeld(b=float(T.weld.size), h=float(T.weld.size), L=float(member.B)) + +# # weld_plate_array = IntermittentWelds(T, intermittentWelds, intermittentPlates) +# tensionCAD = TensionAngleWeldCAD(T, member, plate, inline_weld, opline_weld, weld_plate_array) + +# tensionCAD.create_3DModel() + +# return tensionCAD + +# def display_3DModel(self, component, bgcolor): + +# self.component = component + +# self.display.EraseAll() + +# self.display.View_Iso() + +# self.display.FitAll() + +# self.display.DisableAntiAliasing() + +# if bgcolor == "gradient_bg": + +# self.display.set_bg_gradient_color([51, 51, 102], [150, 150, 170]) +# else: +# self.display.set_bg_gradient_color([255, 255, 255], [255, 255, 255]) + +# if self.mainmodule == "Shear Connection": + +# A = self.module_class() + +# self.loc = A.connectivity + + +# if self.loc == "Column Flange-Beam Web" and self.connection == KEY_DISP_FINPLATE: +# # pass +# # print("hghghghg") +# self.display.View.SetProj(OCC.Core.V3d.V3d_XnegYnegZpos) +# elif self.loc == "Column Flange-Beam Web" and self.connection == KEY_DISP_SEATED_ANGLE: +# self.display.View.SetProj(OCC.Core.V3d.V3d_XnegYnegZpos) +# elif self.loc == "Column Flange-Beam Web" and self.connection == KEY_DISP_SEATED_ANGLE: +# self.display.View.SetProj(OCC.Core.V3d.V3d_XposYnegZpos) + +# if self.component == "Column": +# osdag_display_shape(self.display, self.connectivityObj.get_columnModel(), update=True) +# elif self.component == "Beam": +# osdag_display_shape(self.display, self.connectivityObj.get_beamModel(), material=Graphic3d_NOT_2D_ALUMINUM, +# update=True) +# elif component == "cleatAngle": + +# osdag_display_shape(self.display, self.connectivityObj.angleModel, color=Quantity_NOC_BLUE1, update=True) +# osdag_display_shape(self.display, self.connectivityObj.angleLeftModel, color=Quantity_NOC_BLUE1, +# update=True) +# nutboltlist = self.connectivityObj.nut_bolt_array.get_models() +# for nutbolt in nutboltlist: +# osdag_display_shape(self.display, nutbolt, color=Quantity_NOC_SADDLEBROWN, update=True) + +# elif component == "SeatAngle": +# osdag_display_shape(self.display, self.connectivityObj.topclipangleModel, color=Quantity_NOC_BLUE1, +# update=True) +# osdag_display_shape(self.display, self.connectivityObj.angleModel, color=Quantity_NOC_BLUE1, update=True) +# nutboltlist = self.connectivityObj.nut_bolt_array.get_models() +# for nutbolt in nutboltlist: +# osdag_display_shape(self.display, nutbolt, color=Quantity_NOC_SADDLEBROWN, update=True) + +# elif self.component == "Plate": +# osdag_display_shape(self.display, self.connectivityObj.weldModelLeft, color=Quantity_NOC_RED, update=True) +# osdag_display_shape(self.display, self.connectivityObj.weldModelRight, color=Quantity_NOC_RED, update=True) +# osdag_display_shape(self.display, self.connectivityObj.plateModel, color=Quantity_NOC_BLUE4, update=True) +# nutboltlist = self.connectivityObj.nut_bolt_array.get_models() +# for nutbolt in nutboltlist: +# osdag_display_shape(self.display, nutbolt, color=Quantity_NOC_SADDLEBROWN, update=True) + +# elif self.component == "Model": + +# osdag_display_shape(self.display, self.connectivityObj.columnModel, update=True) +# osdag_display_shape(self.display, self.connectivityObj.beamModel, material=Graphic3d_NOT_2D_ALUMINUM, +# update=True) +# if self.connection == KEY_DISP_FINPLATE or self.connection == KEY_DISP_ENDPLATE: +# osdag_display_shape(self.display, self.connectivityObj.weldModelLeft, color=Quantity_NOC_RED, update=True) +# osdag_display_shape(self.display, self.connectivityObj.weldModelRight, color=Quantity_NOC_RED, update=True) +# osdag_display_shape(self.display, self.connectivityObj.plateModel, color=Quantity_NOC_BLUE1, +# update=True) + +# elif self.connection == KEY_DISP_CLEATANGLE: +# osdag_display_shape(self.display, self.connectivityObj.angleModel, color=Quantity_NOC_BLUE1, +# update=True) +# osdag_display_shape(self.display, self.connectivityObj.angleLeftModel, color=Quantity_NOC_BLUE1, +# update=True) +# else: +# osdag_display_shape(self.display, self.connectivityObj.topclipangleModel, color=Quantity_NOC_BLUE1, +# update=True) +# osdag_display_shape(self.display, self.connectivityObj.angleModel, color=Quantity_NOC_BLUE1, +# update=True) +# nutboltlist = self.connectivityObj.nut_bolt_array.get_models() +# for nutbolt in nutboltlist: +# osdag_display_shape(self.display, nutbolt, color=Quantity_NOC_SADDLEBROWN, update=True) + +# if self.mainmodule == "Moment Connection": +# if self.connection == KEY_DISP_BEAMCOVERPLATE: + +# self.B = self.module_class() +# # else: +# # pass +# # +# # self.loc = A.connectivity +# self.CPObj = self.createBBCoverPlateCAD() # CPBoltedObj is an object which gets all the calculated values of CAD models +# if self.component == "Beam": +# # Displays both beams +# osdag_display_shape(self.display, self.CPObj.get_only_beams_Models(), update=True) + +# elif self.component == "Connector": +# osdag_display_shape(self.display, self.CPObj.get_flangewebplatesModel(), update=True, +# color=Quantity_NOC_BLUE1) +# if self.B.preference != 'Outside': +# osdag_display_shape(self.display, self.CPObj.get_innetplatesModels(), update=True, +# color=Quantity_NOC_BLUE1) + +# osdag_display_shape(self.display, self.CPObj.get_nut_bolt_arrayModels(), update=True, +# color=Quantity_NOC_YELLOW) + +# elif self.component == "Model": +# osdag_display_shape(self.display, self.CPObj.get_beamsModel(), update=True) +# osdag_display_shape(self.display, self.CPObj.get_flangewebplatesModel(), update=True, +# color=Quantity_NOC_BLUE1) + +# # Todo: remove velove commented lines + +# if self.B.preference != 'Outside': +# osdag_display_shape(self.display, self.CPObj.get_innetplatesModels(), update=True, +# color=Quantity_NOC_BLUE1) + +# osdag_display_shape(self.display, self.CPObj.get_nut_bolt_arrayModels(), update=True, +# color=Quantity_NOC_YELLOW) +# elif self.connection == KEY_DISP_BB_EP_SPLICE: +# self.B = self.module_class() + +# self.ExtObj = self.createBBEndPlateCAD() + +# if component == "Beam": +# osdag_display_shape(self.display, self.ExtObj.get_beam_models(), update=True) + +# elif component == "Connector": +# osdag_display_shape(self.display, self.ExtObj.get_plate_connector_models(), update=True, +# color='Blue') +# osdag_display_shape(self.display, self.ExtObj.get_welded_models(), update=True, color='Red') +# osdag_display_shape(self.display, self.ExtObj.get_nut_bolt_array_models(), update=True, +# color=Quantity_NOC_SADDLEBROWN) + +# elif component == "Model": + +# # osdag_display_shape(self.display, self.ExtObj.get_models(), update=True) +# osdag_display_shape(self.display, self.ExtObj.get_beam_models(), update=True) +# osdag_display_shape(self.display, self.ExtObj.get_plate_connector_models(), update=True, +# color='Blue') +# osdag_display_shape(self.display, self.ExtObj.get_welded_models(), update=True, color='Red') +# osdag_display_shape(self.display, self.ExtObj.get_nut_bolt_array_models(), update=True, +# color=Quantity_NOC_SADDLEBROWN) + + + +# elif self.connection == KEY_DISP_BEAMCOVERPLATEWELD: +# self.B = self.module_class() +# self.CPObj = self.createBBCoverPlateCAD() +# beams = self.CPObj.get_beam_models() +# plates = self.CPObj.get_plate_models() +# welds = self.CPObj.get_welded_modules() + +# if self.component == "Beam": +# # Displays both beams +# osdag_display_shape(self.display, beams, update=True) +# elif self.component == "Connector": +# osdag_display_shape(self.display, plates, update=True, color=Quantity_NOC_BLUE1) +# osdag_display_shape(self.display, welds, update=True, color=Quantity_NOC_RED) +# elif self.component == "Model": +# osdag_display_shape(self.display, beams, update=True) +# osdag_display_shape(self.display, plates, update=True, color=Quantity_NOC_BLUE1) +# osdag_display_shape(self.display, welds, update=True, color=Quantity_NOC_RED) + +# elif self.connection == KEY_DISP_COLUMNCOVERPLATE: +# self.C = self.module_class() +# self.CPObj = self.createCCCoverPlateCAD() +# columns = self.CPObj.get_column_models() +# plates = self.CPObj.get_plate_models() +# nutbolt = self.CPObj.get_nut_bolt_models() +# onlycolumn = self.CPObj.get_only_column_models() + +# if self.component == "Column": +# # Displays both beams +# osdag_display_shape(self.display, onlycolumn, update=True) +# elif self.component == "Cover Plate": +# osdag_display_shape(self.display, plates, update=True, color=Quantity_NOC_BLUE1) +# osdag_display_shape(self.display, nutbolt, update=True, color=Quantity_NOC_YELLOW) +# elif self.component == "Model": +# osdag_display_shape(self.display, columns, update=True) +# osdag_display_shape(self.display, plates, update=True, color=Quantity_NOC_BLUE1) +# osdag_display_shape(self.display, nutbolt, update=True, color=Quantity_NOC_YELLOW) + + +# elif self.connection == KEY_DISP_BCENDPLATE: +# self.Bc = self.module_class() +# self.ExtObj = self.createBCEndPlateCAD() + +# self.display.View.SetProj(OCC.Core.V3d.V3d_XnegYnegZpos) +# c_length = self.column_length +# # Point1 = gp_Pnt(0.0, 0.0, c_length) +# # DisplayMsg(self.display, Point1, self.Bc.supporting_section.designation) +# b_length = self.beam_length + self.Bc.supporting_section.depth/2+100 +# # Point2 = gp_Pnt(0.0,-b_length, c_length/2) +# # DisplayMsg(self.display, Point2, self.Bc.supported_section.designation) +# # Displays the beams #TODO ANAND +# if component == "Column": +# self.display.View_Iso() +# osdag_display_shape(self.display, self.ExtObj.columnModel, update=True) +# # Point1 = gp_Pnt(-self.Bc.supporting_section.flange_width/2, 0, c_length) +# # DisplayMsg(self.display, Point1, self.Bc.supporting_section.designation) +# # Point = gp_Pnt(0.0, 0.0, 10) +# # DisplayMsg(self.display,Point, "Column") + +# elif component == "Beam": +# self.display.View_Iso() +# osdag_display_shape(self.display, self.ExtObj.beamModel, update=True, +# material=Graphic3d_NOT_2D_ALUMINUM) +# # Point2 = gp_Pnt(0.0, -b_length, c_length / 2) +# # DisplayMsg(self.display, Point2, self.Bc.supported_section.designation) +# # , color = 'Dark Gray' + +# elif component == "Connector": +# osdag_display_shape(self.display, self.ExtObj.get_plate_connector_models(), update=True, +# color='Blue') +# osdag_display_shape(self.display, self.ExtObj.get_welded_models(), update=True, color='Red') +# osdag_display_shape(self.display, self.ExtObj.get_nut_bolt_array_models(), update=True, +# color=Quantity_NOC_SADDLEBROWN) + + +# elif component == "Model": + +# osdag_display_shape(self.display, self.ExtObj.get_column_models(), update=True) +# osdag_display_shape(self.display, self.ExtObj.get_beam_models(), update=True, +# material=Graphic3d_NOT_2D_ALUMINUM) +# osdag_display_shape(self.display, self.ExtObj.get_plate_connector_models(), update=True, +# color='Blue') +# osdag_display_shape(self.display, self.ExtObj.get_welded_models(), update=True, color='Red') +# osdag_display_shape(self.display, self.ExtObj.get_nut_bolt_array_models(), update=True, +# color=Quantity_NOC_SADDLEBROWN) +# # Point1 = gp_Pnt(self.Bc.supporting_section.flange_width/2, -self.Bc.supporting_section.depth/2, c_length*0.75) +# # DisplayMsg(self.display, Point1, self.Bc.supporting_section.designation) +# # Point2 = gp_Pnt(self.Bc.supporting_section.flange_width/2, -b_length, c_length / 2) +# # DisplayMsg(self.display, Point2, self.Bc.supported_section.designation) +# # Erase(DisplayMsg(self.display, Point2, self.Bc.supported_section.designation)) + + +# elif self.connection == KEY_DISP_COLUMNCOVERPLATEWELD: +# self.C = self.module_class() +# self.CPObj = self.createCCCoverPlateCAD() +# columns = self.CPObj.get_column_models() +# plates = self.CPObj.get_plate_models() +# welds = self.CPObj.get_welded_modules() + +# if self.component == "Column": +# # Displays both beams +# osdag_display_shape(self.display, columns, update=True) +# elif self.component == "Cover Plate": +# osdag_display_shape(self.display, plates, update=True, color=Quantity_NOC_BLUE1) +# osdag_display_shape(self.display, welds, update=True, color=Quantity_NOC_RED) +# elif self.component == "Model": +# osdag_display_shape(self.display, columns, update=True) +# osdag_display_shape(self.display, plates, update=True, color=Quantity_NOC_BLUE1) +# osdag_display_shape(self.display, welds, update=True, color=Quantity_NOC_RED) + +# elif self.connection == KEY_DISP_COLUMNENDPLATE: +# self.CEP = self.module_class() +# self.CEPObj = self.createCCEndPlateCAD() +# columns = self.CEPObj.get_column_models() +# plates = self.CEPObj.get_plate_models() +# welds = self.CEPObj.get_weld_models() +# nutBolts = self.CEPObj.get_nut_bolt_models() + +# if self.component == "Column": +# osdag_display_shape(self.display, columns, update=True) + +# elif self.component == "Connector": +# osdag_display_shape(self.display, plates, update=True, color=Quantity_NOC_BLUE1) +# osdag_display_shape(self.display, welds, update=True, color=Quantity_NOC_RED) +# osdag_display_shape(self.display, nutBolts, update=True, color=Quantity_NOC_YELLOW) + +# elif self.component == "Model": +# osdag_display_shape(self.display, columns, update=True) +# osdag_display_shape(self.display, plates, update=True, color=Quantity_NOC_BLUE1) +# osdag_display_shape(self.display, welds, update=True, color=Quantity_NOC_RED) +# osdag_display_shape(self.display, nutBolts, update=True, color=Quantity_NOC_YELLOW) + +# elif self.connection == KEY_DISP_BASE_PLATE: +# self.Bp = self.module_class + +# self.BPObj = self.createBasePlateCAD() + +# column = self.BPObj.get_column_model() +# plate = self.BPObj.get_plate_connector_models() +# weld = self.BPObj.get_welded_models() +# nut_bolt = self.BPObj.get_nut_bolt_array_models() +# conc = self.BPObj.get_concrete_models() +# grout = self.BPObj.get_grout_models() + +# if self.component == "Model": # Todo: change this into key +# osdag_display_shape(self.display, column, update=True) +# osdag_display_shape(self.display, plate, color=Quantity_NOC_BLUE1, update=True) +# osdag_display_shape(self.display, weld, color=Quantity_NOC_RED, update=True) +# osdag_display_shape(self.display, nut_bolt, color=Quantity_NOC_YELLOW, update=True) +# osdag_display_shape(self.display, conc, color=GRAY, transparency=0.5, update=True) +# osdag_display_shape(self.display, grout, color=GRAY, transparency=0.5, update=True) + +# elif self.component == "Column": +# osdag_display_shape(self.display, column, update=True) + +# elif self.component == "Connector": +# osdag_display_shape(self.display, plate, color=Quantity_NOC_BLUE1, update=True) +# osdag_display_shape(self.display, weld, color=Quantity_NOC_RED, update=True) +# osdag_display_shape(self.display, nut_bolt, color=Quantity_NOC_YELLOW, update=True) + +# else: +# if self.connection == KEY_DISP_TENSION_BOLTED: +# self.T = self.module_class() +# self.TObj = self.createTensionCAD() + +# member = self.TObj.get_members_models() +# plate = self.TObj.get_plates_models() + +# nutbolt = self.TObj.get_nut_bolt_array_models() + +# onlymember = self.TObj.get_only_members_models() +# # distance = self.T.length/2 - (2* self.T.plate.end_dist_provided + (self.T.plate.bolt_line - 1 ) * self.T.plate.pitch_provided) +# # Point = gp_Pnt(distance, 0.0, 300) +# # DisplayMsg(self.display, Point, self.T.section_size_1.designation) + + +# if self.component == "Member": # Todo: change this into key +# osdag_display_shape(self.display, onlymember, update=True) +# elif self.component == "Plate": +# osdag_display_shape(self.display, plate, color=Quantity_NOC_BLUE1, update=True) +# osdag_display_shape(self.display, nutbolt, color=Quantity_NOC_YELLOW, update=True) +# elif self.component == "Endplate": +# endplate = self.TObj.get_end_plates_models() +# end_nutbolt = self.TObj.get_end_nut_bolt_array_models() +# osdag_display_shape(self.display, endplate, color=Quantity_NOC_BLUE1, update=True) +# osdag_display_shape(self.display, end_nutbolt, color=Quantity_NOC_YELLOW, update=True) +# else: +# connector = BRepAlgoAPI_Fuse(nutbolt, plate).Shape() +# shape = BRepAlgoAPI_Fuse(connector, member).Shape() +# self.TObj.shape = shape +# osdag_display_shape(self.display, member, update=True) +# osdag_display_shape(self.display, plate, color=Quantity_NOC_BLUE1, update=True) +# osdag_display_shape(self.display, nutbolt, color=Quantity_NOC_YELLOW, update=True) + + +# elif self.connection == KEY_DISP_TENSION_WELDED: +# self.T = self.module_class() +# self.TObj = self.createTensionCAD() + +# member = self.TObj.get_members_models() +# plate = self.TObj.get_plates_models() +# welds = self.TObj.get_welded_models() +# if self.component == "Member": # Todo: change this into key +# osdag_display_shape(self.display, member, update=True) +# elif self.component == "Plate": +# osdag_display_shape(self.display, plate, color=Quantity_NOC_BLUE1, update=True) +# osdag_display_shape(self.display, welds, color=Quantity_NOC_RED, update=True) +# elif self.component == "Endplate": +# endplate = self.TObj.get_end_plates_models() +# osdag_display_shape(self.display, endplate, color=Quantity_NOC_BLUE1, update=True) +# else: +# connector = BRepAlgoAPI_Fuse(welds, plate).Shape() +# shape = BRepAlgoAPI_Fuse(connector, member).Shape() +# self.TObj.shape = shape +# osdag_display_shape(self.display, member, update=True) +# osdag_display_shape(self.display, plate, color=Quantity_NOC_BLUE1, update=True) +# osdag_display_shape(self.display, welds, color=Quantity_NOC_RED, update=True) +# # +# # def display_msg(self): +# # if self.connection == KEY_DISP_TENSION_BOLTED: +# # self.T = self.module_class() +# # # +# # # distance = self.T.length / 2 - ( +# # # 2 * self.T.plate.end_dist_provided + (self.T.plate.bolt_line - 1) * self.T.plate.pitch_provided) +# # # Point = gp_Pnt(distance, 0.0, 300) +# # self.display_msg() + + + +# def call_3DModel(self, flag, module_class): # Done + +# self.module_class = module_class + +# if self.mainmodule == "Shear Connection": + +# A = self.module_class() + +# self.loc = A.connectivity + +# if flag is True: + +# if self.loc == CONN_CWBW: +# self.connectivityObj = self.create3DColWebBeamWeb() + +# elif self.loc == CONN_CFBW: +# self.connectivityObj = self.create3DColFlangeBeamWeb() + +# else: +# self.connectivityObj = self.create3DBeamWebBeamWeb() +# self.display_3DModel("Model","gradient_bg") +# else: +# self.display.EraseAll() + +# elif self.mainmodule == "Moment Connection": + +# if self.connection == KEY_DISP_BEAMCOVERPLATE or self.connection == KEY_DISP_BEAMCOVERPLATEWELD: +# if flag is True: + +# self.CPObj = self.createBBCoverPlateCAD() + +# self.display_3DModel("Model", "gradient_bg") +# else: +# self.display.EraseAll() + +# elif self.connection == KEY_DISP_BB_EP_SPLICE: +# if flag is True: + +# self.CPObj = self.createBBEndPlateCAD() + +# self.display_3DModel("Model", "gradient_bg") + +# else: +# self.display.EraseAll() + +# elif self.connection == KEY_DISP_BCENDPLATE: +# if flag is True: + +# self.CPObj = self.createBCEndPlateCAD() + +# self.display_3DModel("Model", "gradient_bg") + +# else: +# self.display.EraseAll() + +# elif self.connection == KEY_DISP_COLUMNCOVERPLATE or self.connection == KEY_DISP_COLUMNCOVERPLATEWELD: +# if flag is True: + +# self.CPObj = self.createCCCoverPlateCAD() + +# self.display_3DModel("Model", "gradient_bg") + +# else: +# self.display.EraseAll() + +# elif self.connection == KEY_DISP_COLUMNENDPLATE: +# if flag is True: +# self.CEPObj = self.createCCEndPlateCAD() + +# self.display_3DModel("Model", "gradient_bg") +# else: +# self.display.EraseAll() + +# elif self.connection == KEY_DISP_BASE_PLATE: + +# if flag is True: +# self.BPObj = self.createBasePlateCAD() + +# self.display_3DModel("Model", "gradient_bg") + +# else: +# self.display.EraseAll() + +# else: +# if self.connection == KEY_DISP_TENSION_BOLTED or self.connection == KEY_DISP_TENSION_WELDED: + +# if flag is True: +# self.TObj = self.createTensionCAD() + +# self.display_3DModel("Model", "gradient_bg") + +# else: +# self.display.EraseAll() + +# # def call_saveOutputs(self): # Done +# # return self.call_calculation(self.uiObj) +# # +# # def call2D_Drawing(self, viKEY_DISP_BASE_PLATEew, fileName, folder): # Rename function with call_view_images() +# # ''' This routine saves the 2D SVG image as per the connectivity selected +# # SVG image created through svgwrite package which takes design INPUT and OUTPUT parameters from Finplate GUI. +# # ''' +# # if view == "All": +# # +# # self.callDesired_View(fileName, view, folder) +# # # self.display.set_bg_gradient_color(255, 255, 255, 255, 255, 255) +# # # +# # # data = os.path.join(str(folder), "images_html", "3D_Model.png") +# # # +# # # self.display.ExportToImage(data) +# # # +# # # # self.display.set_bg_gradient_color(51, 51, 102, 150, 150, 170) +# # # self.display.View_Iso() +# # # self.display.FitAll() +# # +# # else: +# # +# # f = open(fileName, 'w') +# # +# # self.callDesired_View(fileName, view, folder) +# # f.close() +# # +# # def callDesired_View(self, fileName, view, folder): +# # +# # if self.connection == "Fin Plate": +# # finCommonObj = FinCommonData(self.uiObj, self.resultObj, self.dictbeamdata, self.dictcoldata, folder) +# # finCommonObj.saveToSvg(str(fileName), view) +# # elif self.connection == "Endplate": +# # endCommonObj = EndCommonData(self.uiObj, self.resultObj, self.dictbeamdata, self.dictcoldata, folder) +# # endCommonObj.save_to_svg(str(fileName), view) +# # elif self.connection == "cleatAngle": +# # cleatCommonObj = cleatCommonData(self.uiObj, self.resultObj, self.dictbeamdata, self.dictcoldata, +# # self.dictangledata, folder) +# # cleatCommonObj.save_to_svg(str(fileName), view) +# # else: +# # seatCommonObj = SeatCommonData(self.uiObj, self.resultObj, self.dictbeamdata, self.dictcoldata, +# # self.dictangledata, self.dicttopangledata, folder) +# # seatCommonObj.save_to_svg(str(fileName), view) +# # +# # def call_saveMessages(self): # Done +# # +# # if self.connection == "Fin Plate": +# # fileName = os.path.join("Connections", "Shear", "Fin Plate", "fin.log") +# # +# # elif self.connection == "Endplate": +# # fileName = os.path.join("Connections", "Shear", "Endplate", "end.log") +# # +# # elif self.connection == "cleatAngle": +# # fileName = os.path.join("Connections", "Shear", "cleatAngle", "cleat.log") +# # +# # else: +# # fileName = os.path.join("Connections", "Shear", "SeatedAngle", "seatangle.log") +# # +# # return fileName +# # +# # def call_designReport(self, htmlfilename, profileSummary): +# # +# # fileName = str(htmlfilename) +# # +# # if self.connection == "Fin Plate": +# # fin_save_html(self.resultObj, self.uiObj, self.dictbeamdata, self.dictcoldata, profileSummary, +# # htmlfilename, self.folder) +# # elif self.connection == "Endplate": +# # end_save_html(self.resultObj, self.uiObj, self.dictbeamdata, self.dictcoldata, profileSummary, +# # htmlfilename, self.folder) +# # elif self.connection == "cleatAngle": +# # cleat_save_html(self.resultObj,self.uiObj,self.dictbeamdata,self.dictcoldata,self.dictangledata, +# # profileSummary,htmlfilename, self.folder) +# # else: +# # self.sa_report = ReportGenerator(self.sa_calc_obj) +# # self.sa_report.save_html(profileSummary,htmlfilename,self.folder) +# # +# # def load_userProfile(self): +# # # TODO load_userProfile - deepa +# # pass +# # +# # +# # def save_userProfile(self, profile_summary, fileName): +# # # TODO save_userProfile - deepa +# # filename = str(fileName) +# # +# # infile = open(filename, 'w') +# # json.dump(profile_summary, infile) +# # infile.close() +# # pass +# # +# # def save_CADimages(self): # png,jpg and tiff +# # # TODO save_CADimages - deepa +# # pass + +# def create2Dcad(self): +# ''' Returns the 3D model of finplate depending upon component +# ''' + +# final_model = None +# cadlist = [] + +# if self.mainmodule == "Shear Connection": +# if self.component == "Beam": +# final_model = self.connectivityObj.get_beamModel() +# elif self.component == "Column": +# final_model = self.connectivityObj.get_columnModel() +# elif self.component == "Plate": +# cadlist = [self.connectivityObj.weldModelLeft, self.connectivityObj.weldModelRight, +# self.connectivityObj.plateModel] + self.connectivityObj.nut_bolt_array.get_models() +# elif self.component == "cleatAngle": +# cadlist = [self.connectivityObj.angleModel, self.connectivityObj.angleLeftModel] + \ +# self.connectivityObj.nut_bolt_array.get_models() +# elif self.component == "SeatAngle": +# cadlist = [self.connectivityObj.topclipangleModel, self.connectivityObj.angleModel] + \ +# self.connectivityObj.nut_bolt_array.get_models() +# else: +# cadlist = self.connectivityObj.get_models() + +# elif self.mainmodule == "Moment Connection": +# if self.connection == KEY_DISP_BEAMCOVERPLATE or self.connection == KEY_DISP_BEAMCOVERPLATEWELD: +# if self.component == "Beam": +# if self.connection == KEY_DISP_BEAMCOVERPLATE: +# final_model = self.CPObj.get_only_beams_Models() +# else: +# final_model = self.CPObj.get_beam_models() +# elif self.component == "Connector": +# if self.connection == KEY_DISP_BEAMCOVERPLATE: +# cadlist = [self.CPObj.get_flangewebplatesModel(), self.CPObj.get_nut_bolt_arrayModels()] +# if self.B.preference != 'Outside': +# cadlist.insert(1, self.CPObj.get_innetplatesModels()) +# else: +# cadlist = [self.CPObj.get_plate_models(), self.CPObj.get_welded_modules()] +# else: +# cadlist = self.CPObj.get_models() + +# elif self.connection == KEY_DISP_BB_EP_SPLICE: + +# if self.component == "Beam": +# final_model = self.CPObj.get_beam_models() + +# elif self.component == "Connector": + +# final_model = self.CPObj.get_connector_models() + +# else: +# final_model = self.CPObj.get_models() + +# elif self.connection == KEY_DISP_BCENDPLATE: + +# # self.ExtObj = self.create_extended_both_ways() +# if self.component == "Column": +# final_model = self.CPObj.get_column_models() + +# elif self.component == "Beam": +# final_model = self.CPObj.get_beam_models() + +# elif self.component == "Connector": +# final_model = self.CPObj.get_connector_models() + +# else: +# final_model = self.CPObj.get_models() + + +# elif self.connection == KEY_DISP_COLUMNCOVERPLATE or self.connection == KEY_DISP_COLUMNCOVERPLATEWELD: +# if self.component == "Column": +# if self.connection == KEY_DISP_COLUMNCOVERPLATE: +# final_model = self.CPObj.get_only_column_models() +# else: +# final_model = self.CPObj.get_column_models() +# elif self.component == "Cover Plate": +# if self.connection == KEY_DISP_COLUMNCOVERPLATE: +# cadlist = [self.CPObj.get_plate_models(), self.CPObj.get_nut_bolt_models()] +# else: +# cadlist = [self.CPObj.get_plate_models(), self.CPObj.get_welded_modules()] +# else: +# cadlist = self.CPObj.get_models() + +# elif self.connection == KEY_DISP_COLUMNENDPLATE: +# if self.component == "Column": +# final_model = self.CEPObj.get_column_models() +# elif self.component == "Connector": +# plates = self.CEPObj.get_plate_models() +# welds = self.CEPObj.get_weld_models() +# nutBolts = self.CEPObj.get_nut_bolt_models() +# cadlist = [plates, welds, nutBolts] +# else: +# final_model = self.CEPObj.get_models() + +# elif self.connection == KEY_DISP_BASE_PLATE: +# if self.component == "Column": +# final_model = self.BPObj.get_column_model() +# elif self.component == "Connector": +# plate = self.BPObj.get_plate_connector_models() +# weld = self.BPObj.get_welded_models() +# nut_bolt = self.BPObj.get_nut_bolt_array_models() +# cadlist = [plate, weld, nut_bolt] +# else: +# final_model = self.BPObj.get_models() + +# elif self.mainmodule == "Member": +# if self.connection == KEY_DISP_TENSION_BOLTED or self.connection == KEY_DISP_TENSION_WELDED: +# if self.component == "Member": +# final_model = self.TObj.get_members_models() +# elif self.component == "Plate": +# if self.connection == KEY_DISP_TENSION_BOLTED: +# cadlist = [self.TObj.get_plates_models(), self.TObj.get_nut_bolt_array_models()] +# else: +# cadlist = [self.TObj.get_plates_models(), self.TObj.get_welded_models()] +# else: +# # print(type(self.TObj.shape)) +# final_model = self.TObj.shape +# # cadlist = self.TObj.get_models() #TODO: get_models() in BoltedCAD.py and WeldedCAD.py is not returning anything right now. + +# if cadlist and len(cadlist) > 1: +# final_model = cadlist[0] +# for model in cadlist[1:]: +# final_model = BRepAlgoAPI_Fuse(model, final_model).Shape() + +# return final_model + +# # if self.component == "Beam": +# # # final_model = self.connectivityObj.get_beamModel() +# # final_model = Obj.get_beamModel() +# # +# # elif self.component == "Column": +# # # final_model = self.connectivityObj.columnModel +# # final_model = Obj.columnModel +# # +# # elif self.component == "Plate": +# # # cadlist = [self.connectivityObj.weldModelLeft, +# # # self.connectivityObj.weldModelRight, +# # # self.connectivityObj.plateModel] + self.connectivityObj.nut_bolt_array.get_models() +# # cadlist = [Obj.weldModelLeft, +# # Obj.weldModelRight, +# # Obj.plateModel] + Obj.nut_bolt_array.get_models() +# # final_model = cadlist[0] +# # for model in cadlist[1:]: +# # final_model = BRepAlgoAPI_Fuse(model, final_model).Shape() +# # else: +# # # cadlist = self.connectivityObj.get_models() +# # cadlist = Obj.get_models() +# # if self.connection == KEY_DISP_BASE_PLATE: +# # return cadlist +# # final_model = cadlist[0] +# # for model in cadlist[1:]: +# # final_model = BRepAlgoAPI_Fuse(model, final_model).Shape() + +# # if __name__!= "__main__": +# # +# # CommonDesignLogic() + + ''' Created on 18-Nov-2016 @@ -80,8 +2539,11 @@ from utilities import osdag_display_shape, DisplayMsg from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse import copy +import uuid +import OCC.Core.V3d +import multiprocessing +import os -from cad.BBCad.nutBoltPlacement_AF import NutBoltArray_AF from cad.BBCad.nutBoltPlacement_BF import NutBoltArray_BF from cad.BBCad.nutBoltPlacement_Web import NutBoltArray_Web from cad.BBCad.BBCoverPlateBoltedCAD import BBCoverPlateBoltedCAD @@ -137,6 +2599,9 @@ # from OCC.Display.OCCViewer import V3d_XposYnegZneg from OCC.Core.TNaming import tnaming import multiprocessing +from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeBox +from OCC.Core.STEPControl import STEPControl_Writer +import os # from Connections.Shear.Finplate.drawing_2D import FinCommonData # from Connections.Shear.Endplate.drawing_2D import EndCommonData @@ -2428,3 +4893,5 @@ def create2Dcad(self): + + diff --git a/file_storage/cad_models/model_0204a90b-e5b5-438e-bc28-f1b8d5b8211e.step b/file_storage/cad_models/model_0204a90b-e5b5-438e-bc28-f1b8d5b8211e.step new file mode 100644 index 000000000..8182cb145 --- /dev/null +++ b/file_storage/cad_models/model_0204a90b-e5b5-438e-bc28-f1b8d5b8211e.step @@ -0,0 +1,416 @@ +ISO-10303-21; +HEADER; +FILE_DESCRIPTION(('Open CASCADE Model'),'2;1'); +FILE_NAME('Open CASCADE Shape Model','2025-04-10T06:42:44',('Author'),( + 'Open CASCADE'),'Open CASCADE STEP processor 7.8','Open CASCADE 7.8' + ,'Unknown'); +FILE_SCHEMA(('AUTOMOTIVE_DESIGN { 1 0 10303 214 1 1 1 1 }')); +ENDSEC; +DATA; +#1 = APPLICATION_PROTOCOL_DEFINITION('international standard', + 'automotive_design',2000,#2); +#2 = APPLICATION_CONTEXT( + 'core data for automotive mechanical design processes'); +#3 = SHAPE_DEFINITION_REPRESENTATION(#4,#10); +#4 = PRODUCT_DEFINITION_SHAPE('','',#5); +#5 = PRODUCT_DEFINITION('design','',#6,#9); +#6 = PRODUCT_DEFINITION_FORMATION('','',#7); +#7 = PRODUCT('Open CASCADE STEP translator 7.8 42', + 'Open CASCADE STEP translator 7.8 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+#334 = ORIENTED_EDGE('',*,*,#56,.F.); +#335 = ORIENTED_EDGE('',*,*,#241,.T.); +#336 = ORIENTED_EDGE('',*,*,#171,.T.); +#337 = ORIENTED_EDGE('',*,*,#288,.F.); +#338 = ADVANCED_FACE('',(#339),#126,.T.); +#339 = FACE_BOUND('',#340,.T.); +#340 = EDGE_LOOP('',(#341,#342,#343,#344)); +#341 = ORIENTED_EDGE('',*,*,#112,.F.); +#342 = ORIENTED_EDGE('',*,*,#263,.T.); +#343 = ORIENTED_EDGE('',*,*,#217,.T.); +#344 = ORIENTED_EDGE('',*,*,#310,.F.); +#345 = ( GEOMETRIC_REPRESENTATION_CONTEXT(3) +GLOBAL_UNCERTAINTY_ASSIGNED_CONTEXT((#349)) GLOBAL_UNIT_ASSIGNED_CONTEXT +((#346,#347,#348)) REPRESENTATION_CONTEXT('Context #1', + '3D Context with UNIT and UNCERTAINTY') ); +#346 = ( LENGTH_UNIT() NAMED_UNIT(*) SI_UNIT(.MILLI.,.METRE.) ); +#347 = ( NAMED_UNIT(*) PLANE_ANGLE_UNIT() SI_UNIT($,.RADIAN.) ); +#348 = ( NAMED_UNIT(*) SI_UNIT($,.STERADIAN.) SOLID_ANGLE_UNIT() ); +#349 = UNCERTAINTY_MEASURE_WITH_UNIT(LENGTH_MEASURE(1.E-07),#346, + 'distance_accuracy_value','confusion accuracy'); +#350 = PRODUCT_RELATED_PRODUCT_CATEGORY('part',$,(#7)); +ENDSEC; +END-ISO-10303-21; diff --git a/osdag/models.py b/osdag/models.py index 7be5d6d00..6696d8e36 100644 --- a/osdag/models.py +++ b/osdag/models.py @@ -333,3 +333,15 @@ class SHS(models.Model): class Meta: db_table = "SHS" + +class EndPlateDesign(models.Model): + session_id = models.UUIDField(unique=True) + status = models.CharField(max_length=20, default='initialized') + input_values = models.JSONField(null=True) + output_values = models.JSONField(null=True) + created_at = models.DateTimeField(auto_now_add=True) + updated_at = models.DateTimeField(auto_now=True) + cad_model = models.FileField(upload_to='cad_models/', null=True) + + class Meta: + db_table = "EndPlateDesign" \ No newline at end of file diff --git a/osdag/serializers.py b/osdag/serializers.py index 355ea302f..6870eefee 100644 --- a/osdag/serializers.py +++ b/osdag/serializers.py @@ -164,4 +164,25 @@ class Meta : model = SHS fields = '__all__' - \ No newline at end of file +from rest_framework import serializers +from .models import EndPlateDesign + +class EndPlateInputSerializer(serializers.Serializer): + connectivity = serializers.CharField() + endPlateType = serializers.CharField() + beamSection = serializers.CharField() + material = serializers.CharField() + bendingMoment = serializers.FloatField(allow_null=True) + shearForce = serializers.FloatField() + axialForce = serializers.FloatField(allow_null=True) + boltDiameter = serializers.ListField(child=serializers.FloatField()) + boltType = serializers.CharField() + propertyClass = serializers.ListField(child=serializers.CharField()) + endPlateThickness = serializers.ListField(child=serializers.FloatField()) + weldType = serializers.CharField() + +class EndPlateOutputSerializer(serializers.ModelSerializer): + class Meta: + model = EndPlateDesign + fields = ['output_values', 'status'] + diff --git a/osdag/settings.py b/osdag/settings.py new file mode 100644 index 000000000..a359e391d --- /dev/null +++ b/osdag/settings.py @@ -0,0 +1,95 @@ +import os +from pathlib import Path + +# Build paths inside the project +BASE_DIR = Path(__file__).resolve().parent.parent + +# SECURITY WARNING: keep the secret key used in production secret! +SECRET_KEY = 'your-secret-key-here' + +# SECURITY WARNING: don't run with debug turned on in production! +DEBUG = True + +ALLOWED_HOSTS = [] + +# Application definition +INSTALLED_APPS = [ + 'django.contrib.admin', + 'django.contrib.auth', + 'django.contrib.contenttypes', + 'django.contrib.sessions', + 'django.contrib.messages', + 'django.contrib.staticfiles', + 'corsheaders', + 'rest_framework', + 'osdag', # Add your app here +] + +MIDDLEWARE = [ + 'django.middleware.security.SecurityMiddleware', + 'django.contrib.sessions.middleware.SessionMiddleware', + 'corsheaders.middleware.CorsMiddleware', + 'django.middleware.common.CommonMiddleware', + 'django.middleware.csrf.CsrfViewMiddleware', + 'django.contrib.auth.middleware.AuthenticationMiddleware', + 'django.contrib.messages.middleware.MessageMiddleware', + 'django.middleware.clickjacking.XFrameOptionsMiddleware', +] + +ROOT_URLCONF = 'osdag.urls' + +TEMPLATES = [ + { + 'BACKEND': 'django.template.backends.django.DjangoTemplates', + 'DIRS': [], + 'APP_DIRS': True, + 'OPTIONS': { + 'context_processors': [ + 'django.template.context_processors.debug', + 'django.template.context_processors.request', + 'django.contrib.auth.context_processors.auth', + 'django.contrib.messages.context_processors.messages', + ], + }, + }, +] + +# Database +DATABASES = { + 'default': { + 'ENGINE': 'django.db.backends.postgresql', + 'NAME': 'your_db_name', + 'USER': 'your_db_user', + 'PASSWORD': 'your_db_password', + 'HOST': 'localhost', + 'PORT': '5432', + } +} + +# Media files configuration +MEDIA_URL = '/media/' +MEDIA_ROOT = os.path.join(BASE_DIR, 'media') + +# Create required directories +os.makedirs(os.path.join(MEDIA_ROOT, 'cad_models'), exist_ok=True) + +# CORS settings +CORS_ALLOWED_ORIGINS = [ + "http://localhost:3000", +] +CORS_ALLOW_CREDENTIALS = True + +# Static files +STATIC_URL = '/static/' +STATIC_ROOT = os.path.join(BASE_DIR, 'staticfiles') +STATICFILES_DIRS = [ + os.path.join(BASE_DIR, 'static'), +] + +# Add to urlpatterns in urls.py +from django.conf import settings +from django.conf.urls.static import static + +urlpatterns = [ + # ...existing urls +] + static(settings.MEDIA_URL, document_root=settings.MEDIA_ROOT) \ No newline at end of file diff --git a/osdag/urls.py b/osdag/urls.py index 1f4ade19e..da3e04f28 100644 --- a/osdag/urls.py +++ b/osdag/urls.py @@ -16,6 +16,7 @@ from osdag.web_api.endplate_outputView import EndPLateOutputData from osdag.web_api.cleatangle_outputView import CleatAngleOutputData from osdag.web_api.seatedangle_outputView import SeatedAngleOutputData +from .web_api.beam_to_beam_api import BeamToBeamDesignAPI # temporary app_name = 'osdag-web/' @@ -90,6 +91,12 @@ CleatAngleOutputData.as_view(),name="Cleat-Angle-Connection"), path('calculate-output/Seated-Angle-Connection', - SeatedAngleOutputData.as_view(),name="Seated-Angle-Connection") + SeatedAngleOutputData.as_view(),name="Seated-Angle-Connection"), + path('api/design/end-plate/', BeamToBeamDesignAPI.as_view(), name='end_plate_design'), + + + path('api/sessions/create/', BeamToBeamDesignAPI.as_view(), name='create_session'), + path('api/design/end-plate/session/', BeamToBeamDesignAPI.as_view(), name='create_session'), + path('api/design/end-plate/', BeamToBeamDesignAPI.as_view(), name='design_endpoint'), ] diff --git a/osdag/web_api/beam_to_beam_api.py b/osdag/web_api/beam_to_beam_api.py new file mode 100644 index 000000000..915abd99e --- /dev/null +++ b/osdag/web_api/beam_to_beam_api.py @@ -0,0 +1,288 @@ +import uuid +import os +from rest_framework import status +from rest_framework.views import APIView +from rest_framework.response import Response +from rest_framework.parsers import MultiPartParser, JSONParser +from django.views.decorators.csrf import csrf_exempt +from django.utils.decorators import method_decorator +from django.conf import settings +from ..models import EndPlateDesign +from ..serializers import EndPlateInputSerializer, EndPlateOutputSerializer +from osdag_api.modules.end_plate_connection import perform_design_calculations +from cad.common_logic import create_3d_model + + +@method_decorator(csrf_exempt, name='dispatch') +class BeamToBeamDesignAPI(APIView): + parser_classes = (MultiPartParser, JSONParser) + + def transform_input_data(self, raw_data): + """Transform raw request data into expected format""" + try: + # Ensure arrays are properly formatted + bolt_diameter = raw_data.get('boltDiameter', []) + property_class = raw_data.get('propertyClass', []) + end_plate_thickness = raw_data.get('endPlateThickness', []) + + # Ensure values are lists of strings that can be converted to integers + if isinstance(bolt_diameter, (str, int)): + bolt_diameter = [str(bolt_diameter)] + elif isinstance(bolt_diameter, list): + bolt_diameter = [str(x) for x in bolt_diameter] + else: + bolt_diameter = [] + + if not bolt_diameter or not all(str(x).replace('.', '').isdigit() for x in bolt_diameter): + raise ValueError("Bolt diameter must be a non-empty list of numeric values") + + transformed_data = { + "Connectivity": raw_data.get('connectivity', ''), + "EndPlate.Type": raw_data.get('endPlateType', ''), + "Member.Beam.Designation": raw_data.get('beamSection', ''), + "Material": raw_data.get('material', ''), + "Load.Moment": float(raw_data.get('bendingMoment', 0)), + "Load.Shear": float(raw_data.get('shearForce', 0)), + "Load.Axial": float(raw_data.get('axialForce', 0)), + "Bolt.Type": raw_data.get('boltType', ''), + "Bolt.Diameter": bolt_diameter, + "Bolt.Grade": property_class, + "EndPlate.Thickness": end_plate_thickness, + "Weld.Type": raw_data.get('weldType', ''), + "beam_length": 1000, + "beam_width": 200, + "beam_height": 300, + "Module": "Beam-Beam End Plate", + "Weld.Fab": "Shop Weld", + "Weld.Material_Grade_OverWrite": "410", + "Connector.Plate.Thickness_List": end_plate_thickness + } + return transformed_data + except (TypeError, ValueError) as e: + raise ValueError(f"Error transforming input data: {str(e)}") + + def post(self, request, *args, **kwargs): + try: + input_data = self.transform_input_data(request.data) + result = perform_design_calculations(input_data) + + # Generate unique session ID + session_id = str(uuid.uuid4()) + + # Create 3D model + model_path = create_3d_model(input_data, session_id) + + if not model_path: + return Response( + {"error": "Failed to generate 3D model"}, + status=status.HTTP_500_INTERNAL_SERVER_ERROR + ) + + # Store in database + EndPlateDesign.objects.create( + session_id=session_id, + input_values=input_data, + output_values=result.get("output", {}), + cad_model=model_path + ) + + return Response({ + "status": "success", + "session_id": session_id, + "model_path": model_path + }) + + except Exception as e: + return Response( + {"error": str(e)}, + status=status.HTTP_500_INTERNAL_SERVER_ERROR + ) + + def get(self, request, *args, **kwargs): + """Get design output values""" + session_id = request.COOKIES.get('design_session') + if not session_id: + return Response( + {"error": "No active design session"}, + status=status.HTTP_400_BAD_REQUEST + ) + + design = EndPlateDesign.objects.filter(session_id=session_id).first() + if not design: + return Response( + {"error": "Design session not found"}, + status=status.HTTP_404_NOT_FOUND + ) + + serializer = EndPlateOutputSerializer(design) + return Response(serializer.data) + + + + + + + + +# import uuid +# import os +# from rest_framework import status +# from rest_framework.views import APIView +# from rest_framework.response import Response +# from rest_framework.parsers import MultiPartParser, JSONParser +# from django.views.decorators.csrf import csrf_exempt +# from django.utils.decorators import method_decorator +# from django.conf import settings +# from ..models import EndPlateDesign +# from ..serializers import EndPlateInputSerializer, EndPlateOutputSerializer +# from osdag_api.modules.end_plate_connection import perform_design_calculations +# from cad.common_logic import create_3d_model, convert_step_to_stl + + +# @method_decorator(csrf_exempt, name='dispatch') +# class BeamToBeamDesignAPI(APIView): +# parser_classes = (MultiPartParser, JSONParser) + +# def transform_input_data(self, raw_data): +# """Transform raw request data into expected format""" +# try: +# # Ensure arrays are properly formatted with proper validation +# bolt_diameter = raw_data.get('boltDiameter', []) +# property_class = raw_data.get('propertyClass', []) +# end_plate_thickness = raw_data.get('endPlateThickness', []) + +# # Convert bolt_diameter to list of strings +# if isinstance(bolt_diameter, (str, int, float)): +# bolt_diameter = [str(int(float(bolt_diameter)))] +# elif isinstance(bolt_diameter, list): +# bolt_diameter = [str(int(float(x))) for x in bolt_diameter if str(x).replace('.', '').isdigit()] + +# # Validate bolt diameter +# if not bolt_diameter: +# raise ValueError("Bolt diameter must be a non-empty list of numeric values") + +# # Convert property_class to list if it's not +# if isinstance(property_class, str): +# property_class = [property_class] + +# # Convert end_plate_thickness to list if it's not +# if isinstance(end_plate_thickness, (str, int, float)): +# end_plate_thickness = [str(float(end_plate_thickness))] +# elif isinstance(end_plate_thickness, list): +# end_plate_thickness = [str(float(x)) for x in end_plate_thickness if str(x).replace('.', '').isdigit()] + +# transformed_data = { +# "Connectivity": raw_data.get('connectivity', 'Column Flange-Beam'), # Set default value +# "EndPlate.Type": raw_data.get('endPlateType', 'Extended Both Ways'), # Set default value +# "Member.Beam.Designation": raw_data.get('beamSection', ''), +# "Member.Supporting_Section.Material": raw_data.get('material', 'E 250'), # Add missing field +# "Material": raw_data.get('material', 'E 250'), +# "Load.Moment": float(raw_data.get('bendingMoment', 0)), +# "Load.Shear": float(raw_data.get('shearForce', 0)), +# "Load.Axial": float(raw_data.get('axialForce', 0)), +# "Bolt.Type": raw_data.get('boltType', 'Pretensioned'), # Set default value +# "Bolt.Diameter": bolt_diameter, +# "Bolt.Grade": property_class, +# "EndPlate.Thickness": end_plate_thickness, +# "Weld.Type": raw_data.get('weldType', 'Fillet'), # Set default value +# "beam_length": 1000, +# "beam_width": 200, +# "beam_height": 300, +# "Module": "Beam-Beam End Plate", +# "Weld.Fab": "Shop Weld", +# "Weld.Material_Grade_OverWrite": "410", +# "Connector.Plate.Thickness_List": end_plate_thickness +# } +# return transformed_data +# except (TypeError, ValueError) as e: +# raise ValueError(f"Error transforming input data: {str(e)}") + +# def post(self, request, *args, **kwargs): +# try: +# # Transform input data +# input_data = self.transform_input_data(request.data) + +# # Perform calculations +# result = perform_design_calculations(input_data) + +# # Generate unique session ID +# session_id = str(uuid.uuid4()) + +# # Create model with error handling +# model_path = None +# try: +# # Generate STEP file +# step_path = create_3d_model(input_data, session_id) + +# if step_path and step_path.endswith('.step'): +# # Convert to STL +# stl_path = step_path.replace('.step', '.stl') +# if convert_step_to_stl(step_path, stl_path): +# model_path = stl_path +# print(f"Model converted successfully: {model_path}") +# else: +# model_path = step_path +# print("STL conversion failed, using STEP file") +# else: +# model_path = step_path + +# except Exception as model_error: +# print(f"Model generation error: {str(model_error)}") +# model_path = None + +# # Store in database +# design_output = result.get("output", {}) +# EndPlateDesign.objects.create( +# session_id=session_id, +# input_values=input_data, +# output_values=design_output, +# cad_model=model_path +# ) + +# # Set cookie in response +# response = Response({ +# "status": "success", +# "session_id": session_id, +# "data": { +# "input": input_data, +# "output": design_output, +# "model_path": model_path +# } +# }) +# response.set_cookie('design_session', session_id) + +# return response + +# except ValueError as ve: +# return Response( +# {"error": str(ve)}, +# status=status.HTTP_400_BAD_REQUEST +# ) +# except Exception as e: +# return Response( +# {"error": f"Unexpected error: {str(e)}"}, +# status=status.HTTP_500_INTERNAL_SERVER_ERROR +# ) + +# def get(self, request, *args, **kwargs): +# """Get design output values""" +# session_id = request.COOKIES.get('design_session') +# if not session_id: +# return Response( +# {"error": "No active design session"}, +# status=status.HTTP_400_BAD_REQUEST +# ) + +# design = EndPlateDesign.objects.filter(session_id=session_id).first() +# if not design: +# return Response( +# {"error": "Design session not found"}, +# status=status.HTTP_404_NOT_FOUND +# ) + +# serializer = EndPlateOutputSerializer(design) +# return Response(serializer.data) + + + + diff --git a/osdag/web_api/tempCodeRunnerFile.py b/osdag/web_api/tempCodeRunnerFile.py new file mode 100644 index 000000000..72f52140f --- /dev/null +++ b/osdag/web_api/tempCodeRunnerFile.py @@ -0,0 +1 @@ +from osdag.design_calc import perform_design_calculations # Import your calculation module \ No newline at end of file diff --git a/osdag_api/module_finder.py b/osdag_api/module_finder.py index 63e4b95cd..bb23cb278 100644 --- a/osdag_api/module_finder.py +++ b/osdag_api/module_finder.py @@ -1,7 +1,9 @@ from osdag_api.modules import fin_plate_connection,end_plate_connection,cleat_angle_connection,seated_angle_connection from types import ModuleType import typing -from typing import Dict, Any, List, _Protocol +from typing import Dict, Any, List +from typing_extensions import Protocol as _Protocol + class ModuleApiType(_Protocol): def validate_input(self, input_values: Dict[str, Any]) -> None: diff --git a/osdag_api/modules/end_plate_connection.py b/osdag_api/modules/end_plate_connection.py index e17e54d82..f69e53bbc 100644 --- a/osdag_api/modules/end_plate_connection.py +++ b/osdag_api/modules/end_plate_connection.py @@ -1,4 +1,454 @@ + + +# from osdag_api.validation_utils import validate_arr, validate_num, validate_string +# from osdag_api.errors import MissingKeyError, InvalidInputTypeError +# from osdag_api.utils import contains_keys, custom_list_validation, float_able, int_able, is_yes_or_no, validate_list_type +# import osdag_api.modules.shear_connection_common as scc +# from OCC.Core import BRepTools +# from cad.common_logic import CommonDesignLogic +# # Will log a lot of unnessecary data. +# from design_type.connection.fin_plate_connection import FinPlateConnection +# from design_type.connection.end_plate_connection import EndPlateConnection +# import sys +# import os +# import typing +# from typing import Dict, Any, List +# old_stdout = sys.stdout # Backup log +# sys.stdout = open(os.devnull, "w") # redirect stdout +# sys.stdout = old_stdout # Reset log + + +# def get_required_keys() -> List[str]: +# return [ +# "Bolt.Bolt_Hole_Type", +# "Bolt.Diameter", +# "Bolt.Grade", +# "Bolt.Slip_Factor", +# "Bolt.TensionType", +# "Bolt.Type", +# "Connectivity", +# "Connector.Material", +# "Design.Design_Method", +# "Detailing.Corrosive_Influences", +# "Detailing.Edge_type", +# "Detailing.Gap", +# "Load.Axial", +# "Load.Shear", +# "Material", +# "Member.Supported_Section.Designation", +# "Member.Supported_Section.Material", +# "Member.Supporting_Section.Designation", +# "Member.Supporting_Section.Material", +# "Module", +# "Weld.Fab", +# "Weld.Material_Grade_OverWrite", +# "Connector.Plate.Thickness_List", +# ] + + +# def validate_input(input_values: Dict[str, Any]) -> None: +# """Validate type for all values in design dict. Raise error when invalid""" + +# # Check if all required keys exist +# required_keys = get_required_keys() +# # Check if input_values contains all required keys. +# missing_keys = contains_keys(input_values, required_keys) +# if missing_keys != None: # If keys are missing. +# # Raise error for the first missing key. +# raise MissingKeyError(missing_keys[0]) + +# # Validate key types one by one: + +# # Validate Bolt.Bolt_Hole_Type. +# # Check if Bolt.Bolt_Hole_Type is a string. +# if not isinstance(input_values["Bolt.Bolt_Hole_Type"], str): +# # If not, raise error. +# raise InvalidInputTypeError("Bolt.Bolt_Hole_Type", "str") + +# # Validate Bolt.Diameter. +# bolt_diameter = input_values["Bolt.Diameter"] +# if (not isinstance(bolt_diameter, list) # Check if Bolt.Diameter is a list. +# # Check if all items in Bolt.Diameter are str. +# or not validate_list_type(bolt_diameter, str) +# or not custom_list_validation(bolt_diameter, int_able)): # Check if all items in Bolt.Diameter can be converted to int. +# # If any of these conditions fail, raise error. +# raise InvalidInputTypeError( +# "Bolt.Diameter", "non empty List[str] where all items can be converted to int") + +# # Validate Bolt.Grade +# bolt_grade = input_values["Bolt.Grade"] +# if (not isinstance(bolt_grade, list) # Check if Bolt.Grade is a list. +# # Check if all items in Bolt.Grade are str. +# or not validate_list_type(bolt_grade, str) +# or not custom_list_validation(bolt_grade, float_able)): # Check if all items in Bolt.Grade can be converted to float. +# # If any of these conditions fail, raise error. +# raise InvalidInputTypeError( +# "Bolt.Grade", "non empty List[str] where all items can be converted to float") + +# # Validate Bolt.Slip_Factor +# bolt_slipfactor = input_values["Bolt.Slip_Factor"] +# if (not isinstance(bolt_slipfactor, str) # Check if Bolt.Slip_Factor is a string. +# or not float_able(bolt_slipfactor)): # Check if Bolt.Slip_Factor can be converted to float. +# # If any of these conditions fail, raise error. +# raise InvalidInputTypeError( +# "Bolt.Slip_Factor", "str where str can be converted to float") + +# # Validate Bolt.TensionType +# # Check if Bolt.TensionType is a string. +# if not isinstance(input_values["Bolt.TensionType"], str): +# # If not, raise error. +# raise InvalidInputTypeError("Bolt.TensionType", "str") + +# # Validate Bolt.Type +# # Check if Bolt.Type is a string. +# if not isinstance(input_values["Bolt.Type"], str): +# raise InvalidInputTypeError("Bolt.Type", "str") # If not, raise error. + +# # Validate Connectivity +# # Check if Connectivity is a string. +# if not isinstance(input_values["Connectivity"], str): +# # If not, raise error. +# raise InvalidInputTypeError("Connectivity", "str") + +# # Validate Connector.Material +# # Check if Connector.Material is a string. +# if not isinstance(input_values["Connector.Material"], str): +# # If not, raise error. +# raise InvalidInputTypeError("Connector.Material", "str") + +# # Validate Design.Design_Method +# # Check if Design.Design_Method is a string. +# if not isinstance(input_values["Design.Design_Method"], str): +# # If not, raise error. +# raise InvalidInputTypeError("Design.Design_Method", "str") + +# # Validate Detailing.Corrosive_Influences +# # Check if Detailing.Corrosive_Influences is 'Yes' or 'No'. +# if not is_yes_or_no(input_values["Detailing.Corrosive_Influences"]): +# # If not, raise error. +# raise InvalidInputTypeError( +# "Detailing.Corrosive_Influences", "'Yes' or 'No'") + +# # Validate Detailing.Edge_type +# # Check if Detailing.Edge_type is a string. +# if not isinstance(input_values["Detailing.Edge_type"], str): +# # If not, raise error. +# raise InvalidInputTypeError("Detailing.Edge_type", "str") + +# # Validate Detailing.Gap +# detailing_gap = input_values["Detailing.Gap"] +# if (not isinstance(detailing_gap, str) # Check if Detailing.Gap is a string. +# or not int_able(detailing_gap)): # Check if Detailing.Gap can be converted to int. +# # If any of these conditions fail, raise error. +# raise InvalidInputTypeError( +# "Detailing.Gap", "str where str can be converted to int") + +# # Validate Load.Axial +# load_axial = input_values["Load.Axial"] +# if (not isinstance(load_axial, str) # Check if Load.Axial is a string. +# or not int_able(load_axial)): # Check if Load.Axial can be converted to int. +# # If any of these conditions fail, raise error. +# raise InvalidInputTypeError( +# "Load.Axial", "str where str can be converted to int") + +# # Validate Load.Shear +# load_shear = input_values["Load.Shear"] +# if (not isinstance(load_shear, str) # Check if Load.Shear is a string. +# or not int_able(load_shear)): # Check if Load.Shear can be converted to int. +# # If any of these conditions fail, raise error. +# raise InvalidInputTypeError( +# "Load.Shear", "str where str can be converted to int") + +# # Validate Material +# # Check if Material is a string. +# if not isinstance(input_values["Material"], str): +# raise InvalidInputTypeError("Material", "str") # If not, raise error. + +# # Validate Member.Supported_Section.Designation +# # Check if Member.Supported_Section.Designation is a string. +# if not isinstance(input_values["Member.Supported_Section.Designation"], str): +# # If not, raise error. +# raise InvalidInputTypeError( +# "Member.Supported_Section.Designation", "str") + +# # Validate Member.Supported_Section.Material +# # Check if Member.Supported_Section.Material is a string. +# if not isinstance(input_values["Member.Supported_Section.Material"], str): +# # If not, raise error. +# raise InvalidInputTypeError("Member.Supported_Section.Material", "str") + +# # Validate Member.Supporting_Section.Designation +# # Check if Member.Supporting_Section.Designation is a string. +# if not isinstance(input_values["Member.Supporting_Section.Designation"], str): +# # If not, raise error. +# raise InvalidInputTypeError( +# "Member.Supporting_Section.Designation", "str") + +# # Validate Member.Supporting_Section.Material +# # Check if Member.Supporting_Section.Material is a string. +# if not isinstance(input_values["Member.Supporting_Section.Material"], str): +# # If not, raise error. +# raise InvalidInputTypeError( +# "Member.Supporting_Section.Material", "str") + +# # Validate Module +# # Check if Module is a string. +# if not isinstance(input_values["Module"], str): +# raise InvalidInputTypeError("Module", "str") # If not, raise error. + +# # Validate Weld.Fab +# # Check if Weld.Fab is a string. +# if not isinstance(input_values["Weld.Fab"], str): +# raise InvalidInputTypeError("Weld.Fab", "str") # If not, raise error. + +# # Validate Weld.Material_Grade_OverWrite +# weld_materialgradeoverwrite = input_values["Weld.Material_Grade_OverWrite"] +# if (not isinstance(weld_materialgradeoverwrite, str) # Check if Weld.Material_Grade_OverwWite is a string. +# or not int_able(weld_materialgradeoverwrite)): # Check if Weld.Material_Grade_OverWrite can be converted to int. +# # If any of these conditions fail, raise error. +# raise InvalidInputTypeError( +# "Weld.Material_Grade_OverWrite", "str where str can be converted to int.") + +# # Validate Connector.Plate.Thickness_List +# connector_plate_thicknesslist = input_values["Connector.Plate.Thickness_List"] +# if (not isinstance(connector_plate_thicknesslist, list) # Check if Connector.Plate.Thickness_List is a list. +# # Check if all items in Connector.Plate.Thickness_List are str. +# or not validate_list_type(connector_plate_thicknesslist, str) +# or not custom_list_validation(connector_plate_thicknesslist, int_able)): # Check if all items in Connector.Plate.Thickness_List can be converted to int. +# raise InvalidInputTypeError( +# "Connector.Plate.Thickness_List", "List[str] where all items can be converted to int") + + +# def validate_input_new(input_values: Dict[str, Any]) -> None: +# """Validate type for all values in design dict. Raise error when invalid""" + +# # Check if all required keys exist +# required_keys = get_required_keys() +# print('required_keys : ' , required_keys) +# # Check if input_values contains all required keys. +# missing_keys = contains_keys(input_values, required_keys) +# print('missing keys : ' , missing_keys) +# if missing_keys != None: # If keys are missing. +# # Raise error for the first missing key. +# print("missing keys is not None") +# raise MissingKeyError(missing_keys[0]) + +# # Validate key types using loops. + +# # Validate all strings. +# str_keys = ["Bolt.Bolt_Hole_Type", # List of all parameters that are strings +# "Bolt.TensionType", +# "Bolt.Type", +# "Bolt.Connectivity", +# "Bolt.Connector_Material", +# "Design.Design_Method", +# "Detailing.Edge_type", +# "Material", +# "Member.Supported_Section.Designation", +# "Member.Supported_Section.Material", +# "Member.Supporting_Section.Designation", +# "Member.Supporting_Section.Material", +# "Module", +# "Weld.Fab"] +# for key in str_keys: # Loop through all keys. +# print('validating string key') + +# try : +# validate_string(key) # Check if key is a string. If not, raise error. +# except : +# print('error in validating string keys') +# print('string key passed : ' , key ) + +# # Validate for keys that are numbers +# num_keys = [("Bolt.Slip_Factor", True) # List of all parameters that are numbers (key, is_float) +# ("Detailing.Gap", False), +# ("Load.Axial", False), +# ("Load.Shear", False), +# ("Weld.Material_Grade_OverWrite", False)] +# for key in num_keys: # Loop through all keys. +# # Check if key is a number. If not, raise error. +# print('validating num keys') +# validate_num(key[0], key[1]) + +# # Validate for keys that are arrays +# arr_keys = [("Bolt.Diameter", False), # List of all parameters that can be converted to numbers (key, is_float) +# ("Bolt.Grade", True), +# ("Connector.Plate.Thickness_List", False)] +# for key in arr_keys: +# print('validating arr key') +# # Check if key is a list where all items can be converted to numbers. If not, raise error. +# validate_arr(key[0], key[1]) + + +# def create_module() -> EndPlateConnection: +# """Create an instance of the End plate connection module design class and set it up for use""" +# module = EndPlateConnection() # Create an instance of the FinPlateConnection +# module.set_osdaglogger(None) +# return module + + +# def create_from_input(input_values: Dict[str, Any]) -> EndPlateConnection: +# """Create an instance of the End plate connection module design class from input values.""" +# # validate_input(input_values) +# try : +# module = create_module() # Create module instance. +# except Exception as e : +# print('e in create_module : ' , e) +# print('error in creating module') + +# # Set the input values on the module instance. +# try : +# module.set_input_values(input_values) +# except Exception as e : +# print('e in set_input_values : ' , e) +# print('error in setting the input values') + +# return module + + +# def generate_output(input_values: Dict[str, Any]) -> Dict[str, Any]: +# """ +# Generate, format and return the input values from the given output values. +# Output format (json): { +# "Bolt.Pitch": +# "key": "Bolt.Pitch", +# "label": "Pitch Distance (mm)" +# "value": 40 +# } +# } +# """ +# output = {} # Dictionary for formatted values +# module = create_from_input(input_values) # Create module from input. +# print('module : ' , module) +# print('type of module : ' , type(module)) + +# # Generate output values in unformatted form. +# raw_output_text = module.output_values(True) +# raw_output_spacing = module.spacing(True) # Generate output val +# raw_output_capacities = module.capacities(True) +# raw_output_bolt_capacity = module.bolt_capacity_details(True) +# logs = module.logs +# print("LOGSS AREE ",module.logs) +# raw_output = raw_output_capacities + raw_output_spacing + raw_output_text + raw_output_bolt_capacity +# # os.system("clear") +# # Loop over all the text values and add them to ouptut dict. +# for param in raw_output: +# if param[2] == "TextBox": # If the parameter is a text output, +# key = param[0] # id/key +# label = param[1] # label text. +# value = param[3] # Value as string. +# output[key] = { +# "key": key, +# "label": label, +# "value": value +# } # Set label, key and value in output +# return output, logs + + +# def create_cad_model(input_values: Dict[str, Any], section: str, session: str) -> str: +# """Generate the CAD model from input values as a BREP file. Return file path.""" +# if section not in ("Model", "Beam", "Column", "Plate"): # Error checking: If section is valid. +# raise InvalidInputTypeError( +# "section", "'Model', 'Beam', 'Column' or 'Plate'") +# module = create_from_input(input_values) # Create module from input. +# print('module from input values : ' , module) +# # Object that will create the CAD model. +# try : +# cld = CommonDesignLogic(None, '', module.module , module.mainmodule) +# except Exception as e : +# print('error in cld e : ' , e) + +# try : +# # Setup the calculations object for generating CAD model. +# scc.setup_for_cad(cld, module) +# except Exception as e : +# print('Error in setting up cad e : ' , e) + +# # The section of the module that will be generated. +# cld.component = section + +# try : +# model = cld.create2Dcad() # Generate CAD Model. +# except Exception as e : +# print('Error in cld.create2Dcad() e : ' , e) +# return False + +# # check if the cad_models folder exists or not +# # if no, then create one +# if(not os.path.exists(os.path.join(os.getcwd() , "file_storage/cad_models/"))) : +# print('path does not exists cad_models , creating one') +# os.mkdir(os.path.join(os.getcwd() , "file_storage/cad_models/")) + +# print('2d model : ' , model) +# # os.system("clear") # clear the terminal +# file_name = session + "_" + section + ".brep" +# file_path = "file_storage/cad_models/" + file_name +# print('brep file path in create_cad_model : ' , file_path) + +# try : +# BRepTools.breptools.Write(model, file_path) # Generate CAD Model +# except Exception as e : +# print('Writing to BREP file failed e : ' , e) + +# return file_path + + +# def perform_design_calculations(input_data): +# """ +# Perform design calculations using input data from frontend +# """ +# try: +# # Transform frontend data to required format +# transformed_input = { +# "Bolt.Bolt_Hole_Type": "Standard", +# "Bolt.Diameter": input_data["boltDiameter"], +# "Bolt.Grade": input_data["propertyClass"], +# "Bolt.Slip_Factor": "0.3", +# "Bolt.TensionType": "Pretensioned", +# "Bolt.Type": input_data["boltType"], +# "Connectivity": input_data["connectivity"], +# "Connector.Material": input_data["material"], +# "Design.Design_Method": "Limit State Design", +# "Detailing.Corrosive_Influences": "No", +# "Detailing.Edge_type": "Sheared or hand flame cut", +# "Detailing.Gap": "2", +# "Load.Axial": str(input_data["Load.Axial"]), +# "Load.Shear": str(input_data["Load.Shear"]), +# "Load.Moment": str(input_data["Load.Moment"]), +# "Material": input_data["material"], +# "Member.Supported_Section.Designation": input_data["beamSection"], +# "Member.Supported_Section.Material": input_data["material"], +# "Member.Supporting_Section.Designation": input_data["beamSection"], +# "Member.Supporting_Section.Material": input_data["material"], +# "Module": "Beam-Beam End Plate", +# "Weld.Fab": "Shop Weld", +# "Weld.Material_Grade_OverWrite": "410", +# "Connector.Plate.Thickness_List": input_data["endPlateThickness"] +# } + +# # Validate input data +# validate_input(transformed_input) + +# # Create module and generate output +# output_values, logs = generate_output(transformed_input) + +# return { +# "status": "success", +# "output": output_values, +# "logs": logs +# } + +# except Exception as e: +# return { +# "status": "error", +# "message": str(e) +# } + + + + + from osdag_api.validation_utils import validate_arr, validate_num, validate_string from osdag_api.errors import MissingKeyError, InvalidInputTypeError from osdag_api.utils import contains_keys, custom_list_validation, float_able, int_able, is_yes_or_no, validate_list_type @@ -392,3 +842,71 @@ def create_cad_model(input_values: Dict[str, Any], section: str, session: str) - return file_path +def perform_design_calculations(input_data): + """Perform design calculations with improved input validation""" + try: + # Better bolt diameter handling with validation + def validate_bolt_diameter(value): + if isinstance(value, (list, tuple)): + return [str(int(float(x))) for x in value if str(x).replace('.', '').isdigit()] + elif isinstance(value, (int, float, str)): + return [str(int(float(value)))] + return [] + + # Transform frontend data with validated bolt diameter + bolt_diameter = validate_bolt_diameter(input_data.get("boltDiameter", [])) + + # Validate bolt diameter list is not empty + if not bolt_diameter: + raise ValueError("Bolt diameter must be a non-empty list of numeric values") + + transformed_input = { + "Bolt.Bolt_Hole_Type": "Standard", + "Bolt.Diameter": bolt_diameter, # Now properly formatted as List[str] + "Bolt.Grade": [str(g) for g in input_data.get("propertyClass", [])], + "Bolt.Slip_Factor": "0.3", + "Bolt.TensionType": "Pretensioned", + "Bolt.Type": input_data.get("boltType", ""), + "Connectivity": input_data.get("connectivity", ""), + "Connector.Material": input_data.get("material", ""), + "Design.Design_Method": "Limit State Design", + "Detailing.Corrosive_Influences": "No", + "Detailing.Edge_type": "Sheared or hand flame cut", + "Detailing.Gap": "2", + "Load.Axial": str(input_data.get("axialForce", "0")), + "Load.Shear": str(input_data.get("shearForce", "0")), + "Material": input_data.get("material", ""), + "Member.Supported_Section.Designation": input_data.get("beamSection", ""), + "Member.Supported_Section.Material": input_data.get("material", ""), + "Member.Supporting_Section.Designation": input_data.get("beamSection", ""), + "Member.Supporting_Section.Material": input_data.get("material", ""), + "Module": "Beam-Beam End Plate", + "Weld.Fab": "Shop Weld", + "Weld.Material_Grade_OverWrite": "410", + "Connector.Plate.Thickness_List": [str(t) for t in input_data.get("endPlateThickness", [])] + } + + # Validate transformed input + validate_input(transformed_input) + + # Generate output + output_values, logs = generate_output(transformed_input) + + return { + "status": "success", + "output": output_values, + "logs": logs + } + + except ValueError as ve: + return { + "status": "error", + "message": f"Input validation error: {str(ve)}" + } + except Exception as e: + return { + "status": "error", + "message": f"Calculation error: {str(e)}" + } + + diff --git a/osdag_web/settings.py b/osdag_web/settings.py index c586d74f4..bd84ae1f6 100644 --- a/osdag_web/settings.py +++ b/osdag_web/settings.py @@ -15,6 +15,8 @@ from osdag_web.postgres_credentials import get_database_name, get_host, get_password, get_port, get_username import os from datetime import timedelta +from django.conf import settings +from django.conf.urls.static import static # Build paths inside the project like this: BASE_DIR / 'subdir'. BASE_DIR = Path(__file__).resolve().parent.parent @@ -131,7 +133,7 @@ "TOKEN_OBTAIN_SERIALIZER": "osdag.serializers.MyTokenObtainPairSerializer", "TOKEN_REFRESH_SERIALIZER": "rest_framework_simplejwt.serializers.TokenRefreshSerializer", "TOKEN_VERIFY_SERIALIZER": "rest_framework_simplejwt.serializers.TokenVerifySerializer", - "TOKEN_BLACKLIST_SERIALIZER": "rest_framework_simplejwt.serializers.TokenBlacklistSerializer", + "TOKEN_BLACKLIST_SERIALIZER": "rest_framework.simplejwt.serializers.TokenBlacklistSerializer", "SLIDING_TOKEN_OBTAIN_SERIALIZER": "rest_framework_simplejwt.serializers.TokenObtainSlidingSerializer", } @@ -162,10 +164,10 @@ DATABASES = { 'default': { 'ENGINE': 'django.db.backends.postgresql_psycopg2', - 'NAME': 'mydb', - 'USER': 'myuser', - 'PASSWORD': 'mypassword', - 'HOST': 'db', # This should be the name of the service + 'NAME': 'postgres', # Changed from 'postgres' to 'osdag_db' + 'USER': 'db_osdag', + 'PASSWORD': 'Vinay@404', + 'HOST': 'localhost', # This should be the name of the service 'PORT': '5432', } } @@ -216,13 +218,18 @@ STATIC_URL = '/static/' STATICFILES_DIRS = [ - BASE_DIR / "static" + os.path.join(BASE_DIR, 'static') ] + # Default primary key field type # https://docs.djangoproject.com/en/3.2/ref/settings/#default-auto-field DEFAULT_AUTO_FIELD = 'django.db.models.BigAutoField' -MEDIA_ROOT = os.path.join(BASE_DIR, 'file_storage/') +MEDIA_ROOT = os.path.join(BASE_DIR, 'file_storage') +MEDIA_URL = '/file_storage/' + +SECRET_ROOT = os.path.join(BASE_DIR , 'secret/') -SECRET_ROOT = os.path.join(BASE_DIR , 'secret/') \ No newline at end of file +# Make sure the directory exists +os.makedirs(MEDIA_ROOT, exist_ok=True) \ No newline at end of file diff --git a/osdag_web/urls.py b/osdag_web/urls.py index aba57fabb..5faa6a845 100644 --- a/osdag_web/urls.py +++ b/osdag_web/urls.py @@ -1,7 +1,6 @@ # django imports from django.contrib import admin -from django.urls import path -from django.urls import include +from django.urls import path, include from django.conf import settings from django.conf.urls.static import static @@ -12,10 +11,16 @@ TokenRefreshView, ) +from osdag.web_api.beam_to_beam_api import BeamToBeamDesignAPI + urlpatterns = [ path('admin/', admin.site.urls), path('', include('osdag.urls')), path('api/token/verify/', TokenVerifyView.as_view(), name='token_verify'), path('api/token/', TokenObtainPairView.as_view(), name='token_obtain_pair'), path('api/token/refresh/', TokenRefreshView.as_view(), name='token_refresh'), + path('api/design/beam-to-beam/', BeamToBeamDesignAPI.as_view(), name='beam_to_beam_design'), ] + static(settings.STATIC_URL, document_root=settings.STATIC_ROOT) + +if settings.DEBUG: + urlpatterns += static(settings.MEDIA_URL, document_root=settings.MEDIA_ROOT) diff --git a/populate_database.py b/populate_database.py index cca1b2572..41f9811a4 100644 --- a/populate_database.py +++ b/populate_database.py @@ -6,8 +6,8 @@ ######################################################### -conn = psycopg2.connect(database='mydb', host='db', - user='myuser', password='mypassword', port='5432') +conn = psycopg2.connect(database='postgres', host='localhost', + user='postgres', password='Vinay@404', port='5432') cursor = conn.cursor() file = open("ResourceFiles/Database/postgres_Intg_osdag.sql", "r+") diff --git a/update_sequences.py b/update_sequences.py index 504f6344a..5bbfd83db 100644 --- a/update_sequences.py +++ b/update_sequences.py @@ -6,8 +6,8 @@ ######################################################### -conn = psycopg2.connect(database='mydb', host='db', - user='myuser', password='mypassword', port='5432') +conn = psycopg2.connect(database='postgres', host='localhost', + user='postgres', password='Vinay@404', port='5432') cursor = conn.cursor() file = open("ResourceFiles/Database/update_sequences.sql", "r+")