added Revit 2022 SDK minus except *rvt and *rfa

2026-09-19 10:45:56 +00:00 · 2021-04-20 11:36:21 +02:00
parent 1133a82dc5
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+//
+// (C) Copyright 2003-2013 by Autodesk, Inc.
+//
+// Permission to use, copy, modify, and distribute this software in
+// object code form for any purpose and without fee is hereby granted,
+// provided that the above copyright notice appears in all copies and
+// that both that copyright notice and the limited warranty and
+// restricted rights notice below appear in all supporting
+// documentation.
+//
+// AUTODESK PROVIDES THIS PROGRAM "AS IS" AND WITH ALL FAULTS.
+// AUTODESK SPECIFICALLY DISCLAIMS ANY IMPLIED WARRANTY OF
+// MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE. AUTODESK, INC.
+// DOES NOT WARRANT THAT THE OPERATION OF THE PROGRAM WILL BE
+// UNINTERRUPTED OR ERROR FREE.
+//
+// Use, duplication, or disclosure by the U.S. Government is subject to
+// restrictions set forth in FAR 52.227-19 (Commercial Computer
+// Software - Restricted Rights) and DFAR 252.227-7013(c)(1)(ii)
+// (Rights in Technical Data and Computer Software), as applicable.
+//
+
+using System;
+using System.Collections.Generic;
+using System.Linq;
+using System.Text;
+using Autodesk.CodeChecking.Concrete;
+
+namespace ConcreteCalculationsExample
+{
+   partial class Example
+   {
+         
+      /// <summary>
+      /// Case 7 Calculation of internal forces for given state of strain in the section and inclined branch model of steel
+      /// </summary>
+      public void Case7()
+      {
+         // geometry definition
+         Geometry geometry = new Geometry();
+         geometry.Add(0.0, 0.0);
+         geometry.Add(0.0, 0.6);
+         geometry.Add(0.3, 0.6);
+         geometry.Add(0.3, 0.0);
+         // rebars definition
+         List<Rebar> rebars = new List<Rebar>();
+         rebars.Add(new Rebar(0.05, 0.05, 0.032 * 0.032 * Math.PI / 4.0));
+         rebars.Add(new Rebar(0.15, 0.05, 0.032 * 0.032 * Math.PI / 4.0));
+         rebars.Add(new Rebar(0.25, 0.05, 0.032 * 0.032 * Math.PI / 4.0));
+         rebars.Add(new Rebar(0.05, 0.15, 0.020 * 0.020 * Math.PI / 4.0));
+         rebars.Add(new Rebar(0.25, 0.15, 0.020 * 0.020 * Math.PI / 4.0));
+         rebars.Add(new Rebar(0.05, 0.55, 0.012 * 0.012 * Math.PI / 4.0));
+         rebars.Add(new Rebar(0.25, 0.55, 0.012 * 0.012 * Math.PI / 4.0));
+         // concrete parameters
+         Concrete concrete = new Concrete();
+         concrete.SetStrainStressModelLinear(20e6, 0.0035, 30e9);
+         // steel parameters
+         Steel steel = new Steel();
+         steel.SetModelWithHardening(500e6, 0.075, 200e9, 1.05);
+         // solver creation and parameterization
+         RCSolver solver = RCSolver.CreateNewSolver(geometry);
+         solver.SetRebars(rebars);
+         solver.SetConcrete(concrete);
+         solver.SetSteel(steel);
+         //calulation
+         solver.SolveForces(ResultType.Section,0.0035,-0.0070);
+         // result for rebars
+         SetOfForces forcesRebar = solver.GetInternalForces(ResultType.Rebars);
+         // result for concrete
+         SetOfForces forcesConcrete = solver.GetInternalForces(ResultType.Concrete);
+         Point2D Gcc = solver.GetStressGravityCenter(ResultType.Concrete);
+         double Acc = solver.GetConcreteStressArea();
+         // result for RC section
+         SetOfForces forces = solver.GetInternalForces(ResultType.Section);
+         // result presentation
+         sb.AppendLine();
+         sb.AppendLine(decoration);
+         sb.AppendLine("Case 7 Calculation of internal forces for given state of strain in the section and inclined branch model of steel ");
+         sb.AppendLine(decoration);
+         sb.AppendLine(FormatOutput("Ns",forcesRebar.AxialForce,6));
+         sb.AppendLine(FormatOutput("Mxs" , forcesRebar.MomentX,6));
+         sb.AppendLine(FormatOutput("Mys",forcesRebar.MomentY,6));
+         sb.AppendLine(FormatOutput("Ac",Acc,6));
+         sb.AppendLine(FormatOutput("Gcx",Gcc.X,6));
+         sb.AppendLine(FormatOutput("Gcy",Gcc.Y,6));
+         sb.AppendLine(FormatOutput("Nc",forcesConcrete.AxialForce,6));
+         sb.AppendLine(FormatOutput("Mxc" , forcesConcrete.MomentX,6));
+         sb.AppendLine(FormatOutput("Myc",forcesConcrete.MomentY,6));
+         sb.AppendLine(FormatOutput("N",forces.AxialForce,6));
+         sb.AppendLine(FormatOutput("Mx" , forces.MomentX,6));
+         sb.AppendLine(FormatOutput("My",forces.MomentY,6));
+      }
+   }
+}