mirror of
https://github.com/jeremytammik/RevitSdkSamples.git
synced 2026-08-14 08:44:18 +00:00
Jeremy Tammik
190 lines
8.8 KiB
C#
190 lines
8.8 KiB
C#
//
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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.CodeChecking.Concrete;
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namespace ConcreteCalculationsExample
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{
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partial class Example
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{
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/// <summary>
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/// Case 15: Calculation of capacity state in asymmetric section for bidirectional bending with axial force
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/// </summary>
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public void Case15()
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{
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// Case 15a
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// geometry definition
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Geometry geometry = new Geometry();
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geometry.Add(0.00, 0.00);
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geometry.Add(0.00, 0.60);
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geometry.Add(0.25, 0.60);
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geometry.Add(0.25, 0.25);
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geometry.Add(0.70, 0.25);
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geometry.Add(0.70, 0.00);
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// rebars definition
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List<Rebar> rebars = new List<Rebar>();
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double rebarArea = 0.020 * 0.020 * Math.PI / 4.0;
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rebars.Add(new Rebar(0.05, 0.05, rebarArea));
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rebars.Add(new Rebar(0.05, 0.55, rebarArea));
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rebars.Add(new Rebar(0.20, 0.55, rebarArea));
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rebars.Add(new Rebar(0.20, 0.05, rebarArea));
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rebars.Add(new Rebar(0.65, 0.05, rebarArea));
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rebars.Add(new Rebar(0.65, 0.20, rebarArea));
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rebars.Add(new Rebar(0.05, 0.20, rebarArea));
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// concrete parameters
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Concrete concrete = new Concrete();
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concrete.SetStrainStressModelRectangular(20e6, 0.0035, 35e9, 0.8);
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// steel parameters
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Steel steel = new Steel();
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steel.SetModelIdealElastoPlastic(310e6, 0.075, 200e9);
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// solver creation and parameterization
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RCSolver solver = RCSolver.CreateNewSolver(geometry);
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solver.SetRebars(rebars);
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solver.SetConcrete(concrete);
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solver.SetSteel(steel);
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//calulation
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solver.SolveResistance(72.4471E3, -28.9825E3, 2.5743E3);
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// result for rebars
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SetOfForces forcesRebar = solver.GetInternalForces(ResultType.Rebars);
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// result for concrete
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SetOfForces forcesConcrete = solver.GetInternalForces(ResultType.Concrete);
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Point2D Gcc = solver.GetStressGravityCenter(ResultType.Concrete);
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double Acc = solver.GetConcreteStressArea();
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// result for RC section
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SetOfForces forces = solver.GetInternalForces(ResultType.Section);
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double angle = solver.GetNeutralAxisAngle();
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double dist = solver.GetNeutralAxisDistance();
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// result presentation
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sb.AppendLine();
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sb.AppendLine(decoration);
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sb.AppendLine("Case 15a: Calculation of capacity state in asymmetric section for bidirectional bending with axial force ");
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sb.AppendLine(decoration);
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sb.AppendLine(FormatOutput("Ns",forcesRebar.AxialForce,6));
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sb.AppendLine(FormatOutput("Mxs" , forcesRebar.MomentX,6));
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sb.AppendLine(FormatOutput("Mys",forcesRebar.MomentY,6));
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sb.AppendLine(FormatOutput("Ac",Acc,6));
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sb.AppendLine(FormatOutput("Gcx",Gcc.X,6));
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sb.AppendLine(FormatOutput("Gcy",Gcc.Y,6));
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sb.AppendLine(FormatOutput("Nc",forcesConcrete.AxialForce,6));
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sb.AppendLine(FormatOutput("Mxc" , forcesConcrete.MomentX,6));
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sb.AppendLine(FormatOutput("Myc",forcesConcrete.MomentY,6));
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sb.AppendLine(FormatOutput("N",forces.AxialForce,6));
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sb.AppendLine(FormatOutput("Mx" , forces.MomentX,6));
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sb.AppendLine(FormatOutput("My",forces.MomentY,6));
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sb.AppendLine(FormatOutput("dist",dist,6));
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sb.AppendLine(FormatOutput("angle",angle,6));
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// Case 15b
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// concrete parameters (rectangular)
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concrete.SetStrainStressModelRectangular(20e6, 0.0035, 35e9, 0.8);
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// solver parameterization
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solver.SetConcrete(concrete);
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//calulation
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solver.SolveResistance(72.4471E3, -28.9825E3, 2.5743E3);
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// result for RC section
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forces = solver.GetInternalForces(ResultType.Section);
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// result presentation
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sb.AppendLine();
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sb.AppendLine(decoration);
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sb.AppendLine("Case 15b: Calculation of capacity state in asymmetric section for bidirectional bending with axial force (rectangular)");
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sb.AppendLine(decoration);
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sb.AppendLine(FormatOutput("N",forces.AxialForce,6));
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sb.AppendLine(FormatOutput("Mx" , forces.MomentX,6));
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sb.AppendLine(FormatOutput("My",forces.MomentY,6));
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// concrete parameters(linear)
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concrete.SetStrainStressModelLinear(25e6, 0.0035, 32e9);
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// solver parameterization
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solver.SetConcrete(concrete);
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//calulation
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solver.SolveResistance(72.4471E3, -28.9825E3, 2.5743E3);
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// result for RC section
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forces = solver.GetInternalForces(ResultType.Section);
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// result presentation
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sb.AppendLine();
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sb.AppendLine(decoration);
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sb.AppendLine("Case 15b: Calculation of capacity state in asymmetric section for bidirectional bending with axial force (linear)");
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sb.AppendLine(decoration);
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sb.AppendLine(FormatOutput("N",forces.AxialForce,6));
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sb.AppendLine(FormatOutput("Mx" , forces.MomentX,6));
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sb.AppendLine(FormatOutput("My",forces.MomentY,6));
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// concrete parameters (bilinear)
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concrete.SetStrainStressModelBiLinear(25e6, 0.0035, 32e9, 0.0020);
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// solver parameterization
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solver.SetConcrete(concrete);
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//calulation
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solver.SolveResistance(72.4471E3, -28.9825E3, 2.5743E3);
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// result for RC section
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forces = solver.GetInternalForces(ResultType.Section);
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// result presentation
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sb.AppendLine();
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sb.AppendLine(decoration);
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sb.AppendLine("Case 15b: Calculation of capacity state in asymmetric section for bidirectional bending with axial force (bilinear)");
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sb.AppendLine(decoration);
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sb.AppendLine(FormatOutput("N",forces.AxialForce,6));
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sb.AppendLine(FormatOutput("Mx" , forces.MomentX,6));
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sb.AppendLine(FormatOutput("My",forces.MomentY,6));
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// concrete parameters (parabolic-rectangular)
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concrete.SetStrainStressModelParabolicRectangular(25e6, 0.0035, 32e9, 0.0020);
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// solver parameterization
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solver.SetConcrete(concrete);
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//calulation
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solver.SolveResistance(72.4471E3, -28.9825E3, 2.5743E3);
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// result for RC section
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forces = solver.GetInternalForces(ResultType.Section);
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// result presentation
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sb.AppendLine();
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sb.AppendLine(decoration);
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sb.AppendLine("Case 15b: Calculation of capacity state in asymmetric section for bidirectional bending with axial force (parabolic-rectangular)");
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sb.AppendLine(decoration);
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sb.AppendLine(FormatOutput("N",forces.AxialForce,6));
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sb.AppendLine(FormatOutput("Mx" , forces.MomentX,6));
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sb.AppendLine(FormatOutput("My",forces.MomentY,6));
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// concrete parameters (power-rectangular)
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concrete.SetStrainStressModelPowerRectangular(25e6, 0.0035, 32e9,0.002, 1.5);
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// solver parameterization
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solver.SetConcrete(concrete);
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//calulation
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solver.SolveResistance(72.4471E3, -28.9825E3, 2.5743E3);
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// result for RC section
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forces = solver.GetInternalForces(ResultType.Section);
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// result presentation
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sb.AppendLine();
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sb.AppendLine(decoration);
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sb.AppendLine("Case 15b: Calculation of capacity state in asymmetric section for bidirectional bending with axial force (parabolic-rectangular)");
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sb.AppendLine(decoration);
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sb.AppendLine(FormatOutput("N",forces.AxialForce,6));
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sb.AppendLine(FormatOutput("Mx" , forces.MomentX,6));
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sb.AppendLine(FormatOutput("My",forces.MomentY,6));
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}
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}
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}
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