/// <summary>
/// Return True or False depending if the UnfoldedBeam is Closed or not.
/// </summary>
/// <param name="unFoldedBeam">Input beam</param>
/// <returns name="isClosed">True or False depending if the UnfoldedBeam is Closed or not</returns>
public static bool IsClosed(UnFoldedBeam unFoldedBeam)
{
bool ret;
using (var ctx = new SteelServices.DocContext())
{
if (unFoldedBeam != null)
{
FilerObject filerObj = Utils.GetObject(unFoldedBeam.Handle);
if (filerObj != null)
{
if (filerObj.IsKindOf(FilerObject.eObjectType.kUnfoldedStraightBeam))
{
Autodesk.AdvanceSteel.Modelling.UnfoldedStraightBeam selectedObj = filerObj as Autodesk.AdvanceSteel.Modelling.UnfoldedStraightBeam;
ret = (bool)selectedObj.IsClosed();
}
else
{
throw new System.Exception("Not an Unfolded Beam Object");
}
}
else
{
throw new System.Exception("AS Object is null");
}
}
else
{
throw new System.Exception("Steel Object or Point is null");
}
}
return(ret);
}
internal UnFoldedBeam(Polyline3d poly,
Autodesk.DesignScript.Geometry.Point ptStart,
Autodesk.DesignScript.Geometry.Point ptEnd,
Autodesk.DesignScript.Geometry.Vector vOrientation,
List <Property> beamProperties)
{
lock (access_obj)
{
using (var ctx = new SteelServices.DocContext())
{
List <Property> defaultData = beamProperties.Where(x => x.Level == ".").ToList <Property>();
List <Property> postWriteDBData = beamProperties.Where(x => x.Level == "Z_PostWriteDB").ToList <Property>();
Property foundThickness = beamProperties.FirstOrDefault <Property>(x => x.Name == "Thickness");
double thickness = (double)foundThickness.InternalValue;
string handle = SteelServices.ElementBinder.GetHandleFromTrace();
Point3d beamStart = Utils.ToAstPoint(ptStart, true);
Point3d beamEnd = Utils.ToAstPoint(ptEnd, true);
Vector3d refVect = Utils.ToAstVector3d(vOrientation, true);
Autodesk.AdvanceSteel.Modelling.UnfoldedStraightBeam beam = null;
if (string.IsNullOrEmpty(handle) || Utils.GetObject(handle) == null)
{
beam = new Autodesk.AdvanceSteel.Modelling.UnfoldedStraightBeam(poly, beamStart, beamEnd, refVect, thickness);
if (defaultData != null)
{
Utils.SetParameters(beam, defaultData);
}
beam.WriteToDb();
if (postWriteDBData != null)
{
Utils.SetParameters(beam, postWriteDBData);
}
}
else
{
beam = Utils.GetObject(handle) as Autodesk.AdvanceSteel.Modelling.UnfoldedStraightBeam;
if (beam != null && beam.IsKindOf(FilerObject.eObjectType.kUnfoldedStraightBeam))
{
Utils.AdjustBeamEnd(beam, beamStart);
beam.SetSysStart(beamStart);
beam.SetSysEnd(beamEnd);
if (defaultData != null)
{
Utils.SetParameters(beam, defaultData);
}
Utils.SetOrientation(beam, refVect);
if (postWriteDBData != null)
{
Utils.SetParameters(beam, postWriteDBData);
}
}
else
{
throw new System.Exception("Not an UnFolded Straight Beam");
}
}
Handle = beam.Handle;
SteelServices.ElementBinder.CleanupAndSetElementForTrace(beam);
}
}
}
