internal static IfcTendon Parse(string strDef) { IfcTendon t = new IfcTendon(); int ipos = 0; parseFields(t, ParserSTEP.SplitLineFields(strDef), ref ipos); return t; }
internal static void parseFields(IfcTendon c, List<string> arrFields, ref int ipos)
{
IfcReinforcingElement.parseFields(c, arrFields, ref ipos);
string str = arrFields[ipos++];
if (str[0] == '.')
c.mPredefinedType = (IfcTendonTypeEnum)Enum.Parse(typeof(IfcTendonTypeEnum), str.Replace(".", ""));
c.mNominalDiameter = ParserSTEP.ParseDouble(arrFields[ipos++]);
c.mCrossSectionArea = ParserSTEP.ParseDouble(arrFields[ipos++]);
c.mTensionForce = ParserSTEP.ParseDouble(arrFields[ipos++]);
c.mPreStress = ParserSTEP.ParseDouble(arrFields[ipos++]);
c.mFrictionCoefficient = ParserSTEP.ParseDouble(arrFields[ipos++]);
c.mAnchorageSlip = ParserSTEP.ParseDouble(arrFields[ipos++]);
c.mMinCurvatureRadius = ParserSTEP.ParseDouble(arrFields[ipos++]);
}
internal IfcTendon(IfcTendon t) : base(t)
{
mPredefinedType = t.mPredefinedType;
mNominalDiameter = t.mNominalDiameter;
mCrossSectionArea = t.mCrossSectionArea;
mTensionForce = t.mTensionForce;
mPreStress = t.mPreStress;
mFrictionCoefficient = t.mFrictionCoefficient;
mAnchorageSlip = t.mAnchorageSlip;
mMinCurvatureRadius = t.mMinCurvatureRadius;
}