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Jeremy Tammik
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SDK/Samples/SampleCommandsSteelElements/CS/CreateShearStudPattern.cs
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//
// (C) Copyright 2003-2019 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 Autodesk.Revit.UI.Selection;
using Autodesk.AdvanceSteel.CADAccess;
using Autodesk.AdvanceSteel.Geometry;
using Autodesk.SteelConnectionsDB;
using Autodesk.AdvanceSteel.Arrangement;
using Autodesk.Revit.DB;
using Autodesk.Revit.UI;
namespace Revit.SDK.Samples.SampleCommandsSteelElements.CreateShearStudPattern.CS
{
/// <summary>
/// Implements the Revit add-in interface IExternalCommand
/// </summary>
[Autodesk.Revit.Attributes.Transaction(Autodesk.Revit.Attributes.TransactionMode.Manual)]
[Autodesk.Revit.Attributes.Regeneration(Autodesk.Revit.Attributes.RegenerationOption.Manual)]
[Autodesk.Revit.Attributes.Journaling(Autodesk.Revit.Attributes.JournalingMode.NoCommandData)]
public class Command : IExternalCommand
{
/// <summary>
/// Implement this method as an external command for Revit.
/// </summary>
/// <param name="commandData">An object that is passed to the external application
/// which contains data related to the command,
/// such as the application object and active view.</param>
/// <param name="message">A message that can be set by the external application
/// which will be displayed if a failure or cancellation is returned by
/// the external command.</param>
/// <param name="elements">A set of elements to which the external application
/// can add elements that are to be highlighted in case of failure or cancellation.</param>
/// <returns>Return the status of the external command.
/// A result of Succeeded means that the API external method functioned as expected.
/// Cancelled can be used to signify that the user cancelled the external operation
/// at some point. Failure should be returned if the application is unable to proceed with
/// the operation.</returns>
public virtual Result Execute(ExternalCommandData commandData
, ref string message, ElementSet elements)
{
//Get the document from external command data.
UIDocument activeDoc = commandData.Application.ActiveUIDocument;
Autodesk.Revit.DB.Document doc = activeDoc.Document;
if (null == doc)
{
return Result.Failed;
}
try
{
// The list of elements to create the shear stud pattern on
Reference eRef = activeDoc.Selection.PickObject(ObjectType.Face, "Please pick an element to create the shear stud pattern on");
// Start detailed steel modeling transaction
using (FabricationTransaction trans = new FabricationTransaction(doc, false, "Create shear stud pattern"))
{
// Creating the shear stud pattern involves using AdvanceSteel classes and objects only.
// for more details, please consult http://www.autodesk.com/adv-steel-api-walkthroughs-2019-enu
FilerObject filerObj = Utilities.Functions.GetFilerObject(doc, eRef);
if (null == filerObj)
{
return Result.Failed;
}
Autodesk.AdvanceSteel.Modelling.Connector shearStud = new Autodesk.AdvanceSteel.Modelling.Connector();
shearStud.WriteToDb();
// Creating a rectangle for the shear stud pattern. A Polyline3d is required for the rectangle. We will use it for the Arranger and the Matrix3d objects.
Polyline3d polyLine = new Polyline3d();
Matrix3d matCS = new Matrix3d();
Arranger arranger = null;
double x = eRef.GlobalPoint.X * Utilities.Functions.FEET_TO_MM;
double y = eRef.GlobalPoint.Y * Utilities.Functions.FEET_TO_MM;
double z = eRef.GlobalPoint.Z * Utilities.Functions.FEET_TO_MM;
double w = 500; // width of the contour;
double h = 500; // height of the contour;
polyLine.Append(new Point3d(x, y, z));
polyLine.Append(new Point3d(x + w, y, z));
polyLine.Append(new Point3d(x + w, y + h, z));
polyLine.Append(new Point3d(x, y + h, z));
Point3d[] vertices = polyLine.Vertices;
if (vertices.Length == 4) //rectangular shear stud pattern
{
Vector3d xAxis1 = vertices[0].Subtract(vertices[1]);
Vector3d xAxis2 = vertices[0].Subtract(vertices[3]);
Vector3d zAxis = new Vector3d(0, 0, 1);
Vector3d vDiag = vertices[0].Subtract(vertices[2]);
Point3d orig = new Point3d(vertices[2]);
orig = orig.Add(vDiag * 0.5);
if (xAxis1.GetLength() > xAxis2.GetLength())
{
arranger = new BoundedRectArranger(xAxis1.GetLength(), xAxis2.GetLength());
matCS.SetCoordSystem(orig, xAxis1.Normalize(), zAxis.CrossProduct(xAxis1).Normalize(), zAxis.Normalize());
}
else
{
arranger = new BoundedRectArranger(xAxis2.GetLength(), xAxis1.GetLength());
matCS.SetCoordSystem(orig, xAxis2.Normalize(), zAxis.CrossProduct(xAxis2).Normalize(), zAxis.Normalize());
}
arranger.Nx = 2;
arranger.Ny = 2;
}
shearStud.Arranger = arranger;
shearStud.SetCS(matCS);
shearStud.Connect(filerObj, matCS);
shearStud.Material = "Mild Steel";
shearStud.Standard = "Nelson S3L-Inch";
shearStud.Diameter = 19.05;
shearStud.Length = 101.6;
trans.Commit();
}
}
catch (Autodesk.Revit.Exceptions.OperationCanceledException)
{
return Result.Cancelled;
}
return Result.Succeeded;
}
}
}