internal RectangularShearStudsPattern(SteelGeometry.Point3d astPoint1, SteelGeometry.Point3d astPoint2, string handleToConnect,
SteelGeometry.Vector3d vx, SteelGeometry.Vector3d vy,
SteelGeometry.Matrix3d coordSyst,
List <Property> shearStudData, int boltCon)
{
lock (access_obj)
{
List <Property> defaultShearStudData = shearStudData.Where(x => x.Level == ".").ToList <Property>();
List <Property> arrangerShearStudData = shearStudData.Where(x => x.Level == "Arranger").ToList <Property>();
List <Property> postWriteDBData = shearStudData.Where(x => x.Level == "Z_PostWriteDB").ToList <Property>();
int temp_nx = (int)arrangerShearStudData.FirstOrDefault <Property>(x => x.Name == "Nx").InternalValue;
int temp_ny = (int)arrangerShearStudData.FirstOrDefault <Property>(x => x.Name == "Ny").InternalValue;
var dx = Utils.GetRectangleLength(astPoint1, astPoint2, vx) / (temp_nx - 1);
Utils.CheckListUpdateOrAddValue(arrangerShearStudData, "Dx", dx, "Arranger");
var dy = Utils.GetRectangleHeight(astPoint1, astPoint2, vx) / (temp_ny - 1);
Utils.CheckListUpdateOrAddValue(arrangerShearStudData, "Dy", dy, "Arranger");
using (var ctx = new SteelServices.DocContext())
{
Autodesk.AdvanceSteel.Modelling.Connector shearStuds = null;
string handle = SteelServices.ElementBinder.GetHandleFromTrace();
if (string.IsNullOrEmpty(handle) || Utils.GetObject(handle) == null)
{
shearStuds = new Autodesk.AdvanceSteel.Modelling.Connector();
Autodesk.AdvanceSteel.Arrangement.Arranger arranger = new Autodesk.AdvanceSteel.Arrangement.RectangularArranger(Matrix2d.kIdentity, dx, dy, temp_nx, temp_ny);
shearStuds.Arranger = arranger;
if (defaultShearStudData != null)
{
Utils.SetParameters(shearStuds, defaultShearStudData);
}
Utils.SetParameters(shearStuds.Arranger, arrangerShearStudData);
shearStuds.WriteToDb();
if (postWriteDBData != null)
{
Utils.SetParameters(shearStuds, postWriteDBData);
}
}
else
{
shearStuds = Utils.GetObject(handle) as Autodesk.AdvanceSteel.Modelling.Connector;
if (shearStuds != null || shearStuds.IsKindOf(FilerObject.eObjectType.kConnector))
{
if (defaultShearStudData != null)
{
Utils.SetParameters(shearStuds, defaultShearStudData);
}
Utils.SetParameters(shearStuds.Arranger, arrangerShearStudData);
if (postWriteDBData != null)
{
Utils.SetParameters(shearStuds, postWriteDBData);
}
}
else
{
throw new System.Exception("Not a shear stud pattern");
}
}
FilerObject obj = Utils.GetObject(handleToConnect);
Autodesk.AdvanceSteel.Modelling.WeldPoint weld = shearStuds.Connect(obj, coordSyst);
weld.AssemblyLocation = (AtomicElement.eAssemblyLocation)boltCon;
Handle = shearStuds.Handle;
SteelServices.ElementBinder.CleanupAndSetElementForTrace(shearStuds);
}
}
}
/// <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);
}
internal CircularShearStudsPattern(string handleToConnect,
SteelGeometry.Matrix3d coordSyst,
List <Property> shearStudData,
int boltCon)
{
lock (access_obj)
{
using (var ctx = new SteelServices.DocContext())
{
List <Property> defaultShearStudData = shearStudData.Where(x => x.Level == ".").ToList <Property>();
List <Property> arrangerShearStudData = shearStudData.Where(x => x.Level == "Arranger").ToList <Property>();
List <Property> postWriteDBData = shearStudData.Where(x => x.Level == "Z_PostWriteDB").ToList <Property>();
Autodesk.AdvanceSteel.Modelling.Connector shearStuds = null;
string handle = SteelServices.ElementBinder.GetHandleFromTrace();
if (string.IsNullOrEmpty(handle) || Utils.GetObject(handle) == null)
{
var temp_radius = (double)arrangerShearStudData.FirstOrDefault <Property>(x => x.Name == "Radius").InternalValue;
var temp_noss = (int)arrangerShearStudData.FirstOrDefault <Property>(x => x.Name == "NumberOfElements").InternalValue;
shearStuds = new Autodesk.AdvanceSteel.Modelling.Connector();
shearStuds.Arranger = new Autodesk.AdvanceSteel.Arrangement.CircleArranger(Matrix2d.kIdentity, temp_radius, temp_noss);
if (defaultShearStudData != null)
{
Utils.SetParameters(shearStuds, defaultShearStudData);
}
Utils.SetParameters(shearStuds.Arranger, arrangerShearStudData);
shearStuds.WriteToDb();
if (postWriteDBData != null)
{
Utils.SetParameters(shearStuds, postWriteDBData);
}
}
else
{
shearStuds = Utils.GetObject(handle) as Autodesk.AdvanceSteel.Modelling.Connector;
if (shearStuds != null && shearStuds.IsKindOf(FilerObject.eObjectType.kConnector))
{
if (defaultShearStudData != null)
{
Utils.SetParameters(shearStuds, defaultShearStudData);
}
Utils.SetParameters(shearStuds.Arranger, arrangerShearStudData);
if (postWriteDBData != null)
{
Utils.SetParameters(shearStuds, postWriteDBData);
}
}
else
{
throw new System.Exception("Not a shear stud pattern");
}
}
FilerObject obj = Utils.GetObject(handleToConnect);
Autodesk.AdvanceSteel.Modelling.WeldPoint weld = shearStuds.Connect(obj, coordSyst);
weld.AssemblyLocation = (AtomicElement.eAssemblyLocation)boltCon;
Handle = shearStuds.Handle;
SteelServices.ElementBinder.CleanupAndSetElementForTrace(shearStuds);
}
}
}
