internal IfcBoundaryEdgeCondition(DatabaseIfc db, IfcBoundaryEdgeCondition b) : base(db, b)
{
mLinearStiffnessByLengthX = b.mLinearStiffnessByLengthX; mLinearStiffnessByLengthY = b.mLinearStiffnessByLengthY; mLinearStiffnessByLengthZ = b.mLinearStiffnessByLengthZ; mRotationalStiffnessByLengthX = b.mRotationalStiffnessByLengthX; mRotationalStiffnessByLengthY = b.mRotationalStiffnessByLengthY; mRotationalStiffnessByLengthZ = b.mRotationalStiffnessByLengthZ;
}
internal static void parseFields(IfcBoundaryEdgeCondition b, List<string> arrFields, ref int ipos)
{
IfcBoundaryCondition.parseFields(b, arrFields, ref ipos);
b.mLinearStiffnessByLengthX = ParserSTEP.ParseDouble(arrFields[ipos++]);
b.mLinearStiffnessByLengthY = ParserSTEP.ParseDouble(arrFields[ipos++]);
b.mLinearStiffnessByLengthZ = ParserSTEP.ParseDouble(arrFields[ipos++]);
b.mRotationalStiffnessByLengthX = ParserSTEP.ParseDouble(arrFields[ipos++]);
b.mRotationalStiffnessByLengthY = ParserSTEP.ParseDouble(arrFields[ipos++]);
b.mRotationalStiffnessByLengthZ = ParserSTEP.ParseDouble(arrFields[ipos++]);
}
internal IfcBoundaryEdgeCondition(IfcBoundaryEdgeCondition i) : base(i) { mLinearStiffnessByLengthX = i.mLinearStiffnessByLengthX; mLinearStiffnessByLengthY = i.mLinearStiffnessByLengthY; mLinearStiffnessByLengthZ = i.mLinearStiffnessByLengthZ; mRotationalStiffnessByLengthX = i.mRotationalStiffnessByLengthX; mRotationalStiffnessByLengthY = i.mRotationalStiffnessByLengthY; mRotationalStiffnessByLengthZ = i.mRotationalStiffnessByLengthZ; }
internal static IfcBoundaryEdgeCondition Parse(string strDef) { IfcBoundaryEdgeCondition b = new IfcBoundaryEdgeCondition(); int ipos = 0; parseFields(b, ParserSTEP.SplitLineFields(strDef), ref ipos); return b; }
internal IfcBoundaryEdgeCondition(DatabaseIfc db, IfcBoundaryEdgeCondition b)
: base(db,b)
{
mLinearStiffnessByLengthX = b.mLinearStiffnessByLengthX; mLinearStiffnessByLengthY = b.mLinearStiffnessByLengthY; mLinearStiffnessByLengthZ = b.mLinearStiffnessByLengthZ; mRotationalStiffnessByLengthX = b.mRotationalStiffnessByLengthX; mRotationalStiffnessByLengthY = b.mRotationalStiffnessByLengthY; mRotationalStiffnessByLengthZ = b.mRotationalStiffnessByLengthZ;
}