internal static void AdjustBeamEnd(Autodesk.AdvanceSteel.Modelling.Beam beam, Autodesk.AdvanceSteel.Geometry.Point3d newPtStart)
{
Autodesk.AdvanceSteel.Geometry.Point3d beamPtStart = beam.GetPointAtStart();
Autodesk.AdvanceSteel.Geometry.Point3d beamPtEnd = beam.GetPointAtEnd();
if (beamPtEnd.IsEqualTo(newPtStart))
{
Autodesk.AdvanceSteel.Geometry.Point3d newBeamEnd = beamPtEnd + (beamPtEnd - beamPtStart) * 0.5;
beam.SetSysEnd(newBeamEnd);
}
}
private void createBeam(CSVField row, Line line)
{
Autodesk.AdvanceSteel.Geometry.Point3d startPoint = new Autodesk.AdvanceSteel.Geometry.Point3d(line.StartPoint.X, line.StartPoint.Y, line.StartPoint.Z);
Autodesk.AdvanceSteel.Geometry.Point3d endPoint = new Autodesk.AdvanceSteel.Geometry.Point3d(line.EndPoint.X, line.EndPoint.Y, line.EndPoint.Z);
string beamFormat = String.Format("{0}#@§@#{1}", row.Table, row.Section);
// string beamFormat = "AS-NZS SHS - CF C350#@§@#SHS 100x100x3.0";
StraightBeam myBeam = new StraightBeam(beamFormat, startPoint, endPoint, Autodesk.AdvanceSteel.Geometry.Vector3d.kXAxis);
myBeam.WriteToDb();
}
static public Autodesk.DesignScript.Geometry.Point ToDynPoint(Autodesk.AdvanceSteel.Geometry.Point3d pt, bool bConvertFromAstUnits)
{
double factor = 1.0;
if (bConvertFromAstUnits)
{
var units = DocumentManager.getCurrentDocument().CurrentDatabase.Units;
factor = units.UnitOfDistance.Factor;
}
pt = pt * (1 / factor);
return(Autodesk.DesignScript.Geometry.Point.ByCoordinates(pt.x, pt.y, pt.z));
}
static public Autodesk.AdvanceSteel.Geometry.Point3d[] ToAstPoints(Autodesk.DesignScript.Geometry.Point[] pts, bool bConvertToAstUnits)
{
if (pts == null)
{
return(new Autodesk.AdvanceSteel.Geometry.Point3d[0]);
}
Autodesk.AdvanceSteel.Geometry.Point3d[] astPts = new Autodesk.AdvanceSteel.Geometry.Point3d[pts.Length];
for (int nIdx = 0; nIdx < pts.Length; nIdx++)
{
astPts[nIdx] = ToAstPoint(pts[nIdx], bConvertToAstUnits);
}
return(astPts);
}
