internal static void parseFields(IfcStructuralProfileProperties gp, List<string> arrFields, ref int ipos)
{
IfcGeneralProfileProperties.parseFields(gp, arrFields, ref ipos);
gp.mTorsionalConstantX = ParserSTEP.ParseDouble(arrFields[ipos++]); gp.mMomentOfInertiaYZ = ParserSTEP.ParseDouble(arrFields[ipos++]);
gp.mMomentOfInertiaY = ParserSTEP.ParseDouble(arrFields[ipos++]); gp.mMomentOfInertiaZ = ParserSTEP.ParseDouble(arrFields[ipos++]);
gp.mWarpingConstant = ParserSTEP.ParseDouble(arrFields[ipos++]);
gp.mShearCentreZ = ParserSTEP.ParseDouble(arrFields[ipos++]); gp.mShearCentreY = ParserSTEP.ParseDouble(arrFields[ipos++]);
gp.mShearDeformationAreaZ = ParserSTEP.ParseDouble(arrFields[ipos++]); gp.mShearDeformationAreaY = ParserSTEP.ParseDouble(arrFields[ipos++]);
gp.mMaximumSectionModulusY = ParserSTEP.ParseDouble(arrFields[ipos++]); gp.mMinimumSectionModulusY = ParserSTEP.ParseDouble(arrFields[ipos++]);
gp.mMaximumSectionModulusZ = ParserSTEP.ParseDouble(arrFields[ipos++]); gp.mMinimumSectionModulusZ = ParserSTEP.ParseDouble(arrFields[ipos++]);
gp.mTorsionalSectionModulus = ParserSTEP.ParseDouble(arrFields[ipos++]);
gp.mCentreOfGravityInX = ParserSTEP.ParseDouble(arrFields[ipos++]); gp.mCentreOfGravityInY = ParserSTEP.ParseDouble(arrFields[ipos++]);
}
internal new static IfcStructuralProfileProperties Parse(string strDef) { IfcStructuralProfileProperties p = new IfcStructuralProfileProperties(); int ipos = 0; parseFields(p, ParserSTEP.SplitLineFields(strDef), ref ipos); return p; }
internal IfcStructuralProfileProperties(IfcStructuralProfileProperties p) : base(p)
{
mTorsionalConstantX = p.mTorsionalConstantX; mMomentOfInertiaYZ = p.mMomentOfInertiaYZ; mMomentOfInertiaY = p.mMomentOfInertiaY;
mMomentOfInertiaZ = p.mMomentOfInertiaZ; mWarpingConstant = p.mWarpingConstant;
mShearCentreZ = p.mShearCentreZ; mShearCentreY = p.mShearCentreY;
mShearDeformationAreaZ = p.mShearDeformationAreaZ; mShearDeformationAreaY = p.mShearDeformationAreaY;
mMaximumSectionModulusY = p.mMaximumSectionModulusY; mMinimumSectionModulusY = p.mMinimumSectionModulusY; mMaximumSectionModulusZ = p.mMaximumSectionModulusZ; mMinimumSectionModulusZ = p.mMinimumSectionModulusZ;
mTorsionalSectionModulus = p.mTorsionalSectionModulus;
mCentreOfGravityInX = p.mCentreOfGravityInX; mCentreOfGravityInY = p.mCentreOfGravityInY;
}