mirror of
https://github.com/jeremytammik/RevitSdkSamples.git
synced 2026-08-13 16:27:42 +00:00
Jeremy Tammik
109 lines
4.7 KiB
C#
109 lines
4.7 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 1: Cross section characteristics
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/// </summary>
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public void Case1()
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{
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// geometry definition
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Geometry geometry = new Geometry();
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geometry.Add(0.0, 0.0);
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geometry.Add(0.0, 0.2);
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geometry.Add(0.2, 0.2);
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geometry.Add(0.2, 0.6);
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geometry.Add(0.5, 0.6);
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geometry.Add(0.5, 0.3);
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geometry.Add(0.8, 0.3);
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geometry.Add(0.8, 0.0);
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// rebars definition
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List<Rebar> rebars = new List<Rebar>();
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// rebar area A = d*d*pi/4
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rebars.Add(new Rebar(0.05, 0.05, 0.010 * 0.010 * Math.PI / 4.0));
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rebars.Add(new Rebar(0.75, 0.05, 0.012 * 0.012 * Math.PI / 4.0));
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rebars.Add(new Rebar(0.75, 0.25, 0.020 * 0.020 * Math.PI / 4.0));
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rebars.Add(new Rebar(0.45, 0.55, 0.050 * 0.050 * Math.PI / 4.0));
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rebars.Add(new Rebar(0.25, 0.55, 0.020 * 0.020 * Math.PI / 4.0));
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rebars.Add(new Rebar(0.05, 0.15, 0.015 * 0.015 * Math.PI / 4.0));
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// concrete parameters
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Concrete concrete = new Concrete();
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concrete.ModulusOfElasticity = 30e9;
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// steel parameters
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Steel steel = new Steel();
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steel.ModulusOfElasticity = 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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// result for concrete
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double Ac = solver.GetArea(ResultType.Concrete);
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Point2D Cc = solver.GetCenterOfInertia(ResultType.Concrete);
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double Icx = solver.GetMomentOfInertiaX(ResultType.Concrete);
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double Icy = solver.GetMomentOfInertiaY(ResultType.Concrete);
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// result for rebars
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double As = solver.GetArea(ResultType.Rebars);
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Point2D Cs = solver.GetCenterOfInertia(ResultType.Rebars);
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double Isx = solver.GetMomentOfInertiaX(ResultType.Rebars);
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double Isy = solver.GetMomentOfInertiaY(ResultType.Rebars);
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// result for reduced
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double Aeff = solver.GetArea(ResultType.Section);
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Point2D Ceff = solver.GetCenterOfInertia(ResultType.Section);
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double Ieffx = solver.GetMomentOfInertiaX(ResultType.Section);
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double Ieffy = solver.GetMomentOfInertiaY(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 1: Cross section characteristics");
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sb.AppendLine(decoration);
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sb.AppendLine(FormatOutput("Ac", Ac, 6));
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sb.AppendLine(FormatOutput("Ccx", Cc.X, 6));
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sb.AppendLine(FormatOutput("Ccy", Cc.Y, 6));
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sb.AppendLine(FormatOutput("Icx", Icx, 6));
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sb.AppendLine(FormatOutput("Icy", Icy, 6));
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sb.AppendLine(FormatOutput("As", As, 6));
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sb.AppendLine(FormatOutput("Csx", Cs.X, 6));
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sb.AppendLine(FormatOutput("Csy", Cs.Y, 6));
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sb.AppendLine(FormatOutput("Isx", Isx, 6));
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sb.AppendLine(FormatOutput("Isy", Isy, 6));
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sb.AppendLine(FormatOutput("Aeff", Aeff, 6));
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sb.AppendLine(FormatOutput("Ceffx", Ceff.X, 6));
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sb.AppendLine(FormatOutput("Ceffy", Ceff.Y, 6));
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sb.AppendLine(FormatOutput("Ieffx", Ieffx, 6));
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sb.AppendLine(FormatOutput("Ieffy", Ieffy, 6));
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}
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}
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}
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