internal WeldPoint(SteelGeometry.Point3d astPoint, IEnumerable <string> handlesToConnect, int connectionType)
{
lock (access_obj)
{
using (var ctx = new SteelServices.DocContext())
{
Autodesk.AdvanceSteel.Modelling.WeldPoint weld = null;
string handle = SteelServices.ElementBinder.GetHandleFromTrace();
if (string.IsNullOrEmpty(handle) || Utils.GetObject(handle) == null)
{
weld = new Autodesk.AdvanceSteel.Modelling.WeldPoint(astPoint, Vector3d.kXAxis, Vector3d.kYAxis);
weld.WriteToDb();
}
else
{
weld = Utils.GetObject(handle) as Autodesk.AdvanceSteel.Modelling.WeldPoint;
if (weld != null && weld.IsKindOf(FilerObject.eObjectType.kWeldPattern))
{
Matrix3d coordinateSystem = new Matrix3d();
coordinateSystem.SetCoordSystem(astPoint, Vector3d.kXAxis, Vector3d.kYAxis, Vector3d.kZAxis);
weld.SetCS(coordinateSystem);
}
else
{
throw new System.Exception("Not a weld point");
}
}
FilerObject[] filerObjects = Utils.GetFilerObjects(handlesToConnect);
weld.Connect(filerObjects, (AtomicElement.eAssemblyLocation)connectionType);
Handle = weld.Handle;
SteelServices.ElementBinder.CleanupAndSetElementForTrace(weld);
}
}
}
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);
}
}
}
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);
}
}
}
