internal IfcStructuralPointAction(IfcStructuralLoadCase lc, IfcStructuralActivityAssignmentSelect item, IfcStructuralLoadSingleDisplacement l, bool global) : base(lc, item, l, global) { }
internal static IfcStructuralLoadSingleDisplacement Parse(string strDef) { IfcStructuralLoadSingleDisplacement l = new IfcStructuralLoadSingleDisplacement(); int ipos = 0; parseFields(l, ParserSTEP.SplitLineFields(strDef), ref ipos); return l; }
internal static void parseFields(IfcStructuralLoadSingleDisplacement l, List<string> arrFields, ref int ipos) { IfcStructuralLoadStatic.parseFields(l, arrFields, ref ipos); l.mDisplacementX = ParserSTEP.ParseDouble(arrFields[ipos++]); l.mDisplacementY = ParserSTEP.ParseDouble(arrFields[ipos++]); l.mDisplacementZ = ParserSTEP.ParseDouble(arrFields[ipos++]); l.mRotationalDisplacementRX = ParserSTEP.ParseDouble(arrFields[ipos++]); l.mRotationalDisplacementRY = ParserSTEP.ParseDouble(arrFields[ipos++]); l.mRotationalDisplacementRZ = ParserSTEP.ParseDouble(arrFields[ipos++]); }
internal IfcStructuralLoadSingleDisplacement(IfcStructuralLoadSingleDisplacement d) : base(d) { mDisplacementX = d.mDisplacementX; mDisplacementY = d.mDisplacementY; mDisplacementZ = d.mDisplacementZ; mRotationalDisplacementRX = d.mRotationalDisplacementRX; mRotationalDisplacementRY = d.mRotationalDisplacementRY; mRotationalDisplacementRZ = d.mRotationalDisplacementRZ; }
