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integrate Revit 2025 SDK
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Jeremy Tammik
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@@ -1,356 +0,0 @@
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//
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// (C) Copyright 2003-2013 by Autodesk, Inc.
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//
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// Permission to use, copy, modify, and distribute this software in
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// object code form for any purpose and without fee is hereby granted,
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// provided that the above copyright notice appears in all copies and
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// that both that copyright notice and the limited warranty and
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// restricted rights notice below appear in all supporting
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// documentation.
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//
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// AUTODESK PROVIDES THIS PROGRAM "AS IS" AND WITH ALL FAULTS.
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// AUTODESK SPECIFICALLY DISCLAIMS ANY IMPLIED WARRANTY OF
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// MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE. AUTODESK, INC.
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// DOES NOT WARRANT THAT THE OPERATION OF THE PROGRAM WILL BE
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// UNINTERRUPTED OR ERROR FREE.
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//
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// Use, duplication, or disclosure by the U.S. Government is subject to
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// restrictions set forth in FAR 52.227-19 (Commercial Computer
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// Software - Restricted Rights) and DFAR 252.227-7013(c)(1)(ii)
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// (Rights in Technical Data and Computer Software), as applicable.
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//
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using System;
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using System.Collections.Generic;
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using System.Linq;
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using System.Text;
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using Autodesk.Revit.DB;
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/// <structural_toolkit_2015>
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namespace CodeCheckingConcreteExample.Utility
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{
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/// <summary>
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/// Type of results for rc section
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/// </summary>
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public enum ResultTypeSurface
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{
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/// <summary>
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/// X position (absolute)
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/// </summary>
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X,
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/// <summary>
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/// Y position (absolute)
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/// </summary>
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Y,
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/// <summary>
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/// Z position (absolute)
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/// </summary>
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Z,
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/// <summary>
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/// Bending moment , x-axis, min value [moment per unit length]
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/// </summary>
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MxxMin,
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/// <summary>
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/// Bending moment , x-axis, max value [moment per unit length]
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/// </summary>
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MxxMax,
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/// <summary>
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/// Bending moment , y-axis, min value [moment per unit length]
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/// </summary>
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MyyMin,
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/// <summary>
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/// Bending moment , x-axis, min value [moment per unit length]
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/// </summary>
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MyyMax,
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/// <summary>
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/// Twisting moments, , x-axis/y-axis, min value [moment per unit length]
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/// </summary>
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MxyMin,
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/// <summary>
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/// Twisting moments, , x-axis/y-axis, min value [moment per unit length]
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/// </summary>
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MxyMax,
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/// <summary>
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/// In-plane forces tension/compresion , x-direction, max value [moment per unit length]
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/// </summary>
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FxxMin,
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/// <summary>
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/// In-plane forces tension/compresion, x-direction, min value [force per unit length]
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/// </summary>
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FxxMax,
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/// <summary>
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/// In-plane forces tension/compresion, y-direction, max value [force per unit length]
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/// </summary>
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FyyMin,
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/// <summary>
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/// In-plane forces tension/compresion, y-direction, min value [force per unit length]
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/// </summary>
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FyyMax,
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/// <summary>
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/// In-plane shear forces , y-direction, max value [force per unit length]
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/// </summary>
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FxyMin,
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/// <summary>
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/// In-plane shear forces , y-direction, min value [force per unit length]
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/// </summary>
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FxyMax,
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/// <summary>
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/// Shear forces , x-direction, max value [force per unit length]
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/// </summary>
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QxxMin,
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/// <summary>
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/// Shear forces , x-direction, min value [force per unit length]
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/// </summary>
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QxxMax,
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/// <summary>
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/// Shear forces , y-direction, max value [force per unit length]
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/// </summary>
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QyyMin,
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/// <summary>
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/// Shear forces , y-direction, max value [force per unit length]
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/// </summary>
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QyyMax,
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/// <summary>
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/// Longitudinal reinforcement, bottom [area per unit length], according to Mxx
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/// </summary>
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AxxBottom,
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/// <summary>
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/// Longitudinal reinforcement, top [area per unit length], according to Mxx
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/// </summary>
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AxxTop,
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/// <summary>
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/// Longitudinal reinforcement, bottom [area per unit length], according to Myy
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/// </summary>
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AyyBottom,
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/// <summary>
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/// Longitudinal reinforcement, top [area per unit length], according to Myy
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/// </summary>
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AyyTop,
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/// <summary>
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/// Deflection, z-direction, max value
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/// </summary>
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UzMax,
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/// <summary>
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/// Deflection, z-direction, min value
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/// </summary>
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UzMin,
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/// <summary>
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/// Calculated deflection, z-direction, min value
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/// </summary>
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UzRealMax,
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/// <summary>
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/// Calculated deflection, z-direction, max value
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/// </summary>
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UzRealMin,
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}
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static class ResultTypeSurfaceHelper
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{
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/// <summary>
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/// Converts value from cref="ResultTypeSurface" into value from cref="ResultType".
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/// </summary>
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/// <param name="forceType">Type of force.</param>
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/// <returns>Type of result.</returns>
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static public Autodesk.Revit.DB.CodeChecking.Engineering.ResultType GetResultType(this ResultTypeSurface forceType)
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{
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Autodesk.Revit.DB.CodeChecking.Engineering.ResultType resultType = Autodesk.Revit.DB.CodeChecking.Engineering.ResultType.Unknown;
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switch (forceType)
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{
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// reinforcement
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case ResultTypeSurface.AxxBottom: resultType = Autodesk.Revit.DB.CodeChecking.Engineering.ResultType.AxxBottom; break;
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case ResultTypeSurface.AxxTop: resultType = Autodesk.Revit.DB.CodeChecking.Engineering.ResultType.AxxTop; break;
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case ResultTypeSurface.AyyBottom: resultType = Autodesk.Revit.DB.CodeChecking.Engineering.ResultType.AyyBottom; break;
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case ResultTypeSurface.AyyTop: resultType = Autodesk.Revit.DB.CodeChecking.Engineering.ResultType.AyyTop; break;
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// deflection
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///TMP
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///
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/*
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case ResultTypeSurface.UxRealMax: resultType = Autodesk.Revit.DB.CodeChecking.Engineering.ResultType.UxMax; break;
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case ResultTypeSurface.UxRealMin: resultType = Autodesk.Revit.DB.CodeChecking.Engineering.ResultType.UxMin; break;
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case ResultTypeSurface.UyRealMax: resultType = Autodesk.Revit.DB.CodeChecking.Engineering.ResultType.UyMax; break;
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case ResultTypeSurface.UyRealMin: resultType = Autodesk.Revit.DB.CodeChecking.Engineering.ResultType.UyMin; break;
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case ResultTypeSurface.UzRealMax: resultType = Autodesk.Revit.DB.CodeChecking.Engineering.ResultType.UzMax; break;
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case ResultTypeSurface.UzRealMin: resultType = Autodesk.Revit.DB.CodeChecking.Engineering.ResultType.UzMin; break;
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* */
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}
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return resultType;
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}
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/// <summary>
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/// Gets unit for a specific Result type
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/// </summary>
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/// <param name="forceType"></param>
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/// <returns></returns>
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static public UnitType GetUnitType(this ResultTypeSurface forceType)
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{
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return ResultInPointSurface.ValueType[(int)forceType];
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}
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/// <summary>
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/// Gets reinforcement result types
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/// </summary>
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static public List<ResultTypeSurface> ReinforcementResults
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{
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get { return new List<ResultTypeSurface> { ResultTypeSurface.AxxBottom, ResultTypeSurface.AxxTop, ResultTypeSurface.AyyBottom, ResultTypeSurface.AxxTop}; }
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}
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/// <summary>
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/// Gets displacement result types
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/// </summary>
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static public List<ResultTypeSurface> DisplacementResults
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{
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get
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{
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return new List<ResultTypeSurface>
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{
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ResultTypeSurface.UzMax, ResultTypeSurface.UzMin,
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};
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}
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}
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/// <summary>
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/// Gets real deflection result types
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/// </summary>
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static public List<ResultTypeSurface> RealDeflectionResults
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{
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get
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{
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return new List<ResultTypeSurface>
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{
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ResultTypeSurface.UzRealMax, ResultTypeSurface.UzRealMin,
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};
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}
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}
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/// <summary>
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/// Gets base internal forces result types
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/// </summary>
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static public List<ResultTypeSurface> InternalForcesResults
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{
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get
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{
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return new List<ResultTypeSurface>
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{
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ResultTypeSurface.FxxMin, ResultTypeSurface.FxxMax, ResultTypeSurface.FyyMin, ResultTypeSurface.FyyMax,
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};
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}
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}
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/// <summary>
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/// Gets all internal forces result types
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/// </summary>
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static public List<ResultTypeSurface> InternalForcesResultsAll
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{
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get
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{
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return new List<ResultTypeSurface>
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{
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ResultTypeSurface.FxxMin, ResultTypeSurface.FxxMax, ResultTypeSurface.FyyMin, ResultTypeSurface.FyyMax, ResultTypeSurface.FxyMin, ResultTypeSurface.FxyMax,
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};
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}
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}
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/// <summary>
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/// Gets base internal moments result types
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/// </summary>
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static public List<ResultTypeSurface> InternalMomentsResults
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{
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get
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{
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return new List<ResultTypeSurface>
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{
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ResultTypeSurface.MxxMin, ResultTypeSurface.MxxMax, ResultTypeSurface.MyyMin, ResultTypeSurface.MyyMax
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};
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}
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}
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/// <summary>
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/// Gets all internal moments result types
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/// </summary>
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static public List<ResultTypeSurface> InternalMomentsResultsAll
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{
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get
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{
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return new List<ResultTypeSurface>
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{
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ResultTypeSurface.MxxMin, ResultTypeSurface.MxxMax, ResultTypeSurface.MyyMin, ResultTypeSurface.MyyMax, ResultTypeSurface.MxyMin, ResultTypeSurface.MxyMax,
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};
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}
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}
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}
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/// <summary>
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/// Container representing analitical results in RC surface section
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/// Results are represented as numbers along with their respective units
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/// </summary>
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public class ResultInPointSurface
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{
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private double[] data = new double[] { 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0 };
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static internal UnitType[] ValueType = new UnitType[] { UnitType.UT_Length,
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UnitType.UT_Length,
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UnitType.UT_Length,
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UnitType.UT_LinearMoment,
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UnitType.UT_LinearMoment,
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UnitType.UT_LinearMoment,
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UnitType.UT_LinearMoment,
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UnitType.UT_LinearMoment,
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UnitType.UT_LinearMoment,
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UnitType.UT_LinearForce,
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UnitType.UT_LinearForce,
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UnitType.UT_LinearForce,
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UnitType.UT_LinearForce,
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UnitType.UT_LinearForce,
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UnitType.UT_LinearForce,
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UnitType.UT_LinearForce,
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UnitType.UT_LinearForce,
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UnitType.UT_LinearForce,
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UnitType.UT_LinearForce,
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UnitType.UT_Reinforcement_Area_per_Unit_Length,
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UnitType.UT_Reinforcement_Area_per_Unit_Length,
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UnitType.UT_Reinforcement_Area_per_Unit_Length,
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UnitType.UT_Reinforcement_Area_per_Unit_Length,
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UnitType.UT_Displacement_Deflection,
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UnitType.UT_Displacement_Deflection,
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UnitType.UT_Displacement_Deflection,
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UnitType.UT_Displacement_Deflection};
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/// <summary>
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/// Creates default ResultInPointSurface
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/// </summary>
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public ResultInPointSurface() { }
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/// <summary>
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/// Creates default ResultInPointLinear
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/// </summary>
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/// <param name="data">List of result according to ResultTypeSurface order</param>
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public ResultInPointSurface(IEnumerable<double> data) { DataRaw = data.ToArray(); }
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/// <summary>
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/// Access to the raw format of surface section results
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/// </summary>
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public double[] DataRaw {
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get { return data; }
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set {
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int reqSize = Enum.GetValues(typeof(ResultTypeSurface)).Length;
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if (value.Count() != reqSize)
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{
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throw new ArgumentException("Value list lenght should be equal to " + reqSize);
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}
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else
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{
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data = value;
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}
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}
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}
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/// <summary>
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/// Access to a specific result
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/// </summary>
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/// <param name="type">Result type</param>
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/// <returns>Formatted result value</returns>
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public double this[ResultTypeSurface type]
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{
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get { return data[(int)type]; }
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set
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{
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if (Double.IsNaN(value))
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{
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throw new ArgumentOutOfRangeException(type.ToString() + "Cannot be NAN");
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}
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data[(int)type] = value;
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}
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}
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}
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}
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/// </structural_toolkit_2015>
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