public static void initDesigner(SteelGrade Grade, LoadingType LoadingType, HndzISectionProfile _ColumnSection, HndzISectionProfile _BeamSection, HndzColumnStandardCase _columnTapered,
HndzBeamStandrdCase _beamTapered)
{
switch (LoadingType)
{
case LoadingType.Case1:
CaseStress = 1.0;
break;
case LoadingType.Case2:
CaseStress = 1.2;
break;
}
BuiltUpSection = _ColumnSection;
BuiltUpSectionRafter = _BeamSection;
columnTapered = _columnTapered;
beamTapered = _beamTapered;
switch (Grade)
{
case SteelGrade.st37:
Fy = 2.4;
Fu = 3.6;
FYX = 1.4;
FYXZ = 0.000065;
break;
case SteelGrade.st44:
Fy = 2.8;
Fu = 4.4;
FYX = 1.6;
FYXZ = 0.000085;
break;
case SteelGrade.st52:
Fy = 3.6;
Fu = 5.2;
FYX = 2.1;
FYXZ = 0.000135;
break;
}
}
public void ConvertFromHndzElement(HndzExtrudedElement element, HndzSectionTypeEnum type)
{
switch (type)
{
case HndzSectionTypeEnum.HotRolledC:
throw new NotImplementedException("HotRolled is not ready");
break;
case HndzSectionTypeEnum.HotRolledI:
throw new NotImplementedException("HotRolled is not ready");
break;
case HndzSectionTypeEnum.BuiltUpI:
HndzBeamStandrdCase beam = null;
HndzColumnStandardCase column = null;
if (element is HndzBeamStandrdCase)
{
beam = (HndzBeamStandrdCase)element;
Name = Label = beam.Name;
SAPISection iSection = new SAPISection();
Section = iSection.ConvertFromHndzIProfile((HndzISectionProfile)beam.Profile, (HndzStructuralMaterial)beam.Material);
Section = iSection;
StartPoint.ConvertFromHndzNode(beam.ExtrusionLine.baseNode);
EndPoint.ConvertFromHndzNode(beam.ExtrusionLine.EndNode);
}
else if (element is HndzColumnStandardCase)
{
column = (HndzColumnStandardCase)element;
Name = Label = column.Name;
SAPISection iSection = new SAPISection();
Section = iSection.ConvertFromHndzIProfile((HndzISectionProfile)column.Profile, (HndzStructuralMaterial)column.Material);
Section = iSection;
StartPoint.ConvertFromHndzNode(column.ExtrusionLine.baseNode);
EndPoint.ConvertFromHndzNode(column.ExtrusionLine.EndNode);
}
break;
case HndzSectionTypeEnum.TaperedI:
HndzBeamStandrdCase beamTapered = null;
HndzBeamStandrdCase columnTapered = null;
if (element is HndzBeamStandrdCase)
{
//beamTapered = (HndzBeamTapered)element;
//Name = Label = beamTapered.Name;
//SAPITaperedSection iSection = new SAPITaperedSection();
//iSection.ConvertFromHndzTaperedI(beamTapered.Profile, (HndzStructuralMaterial)beamTapered.Material);
//Section = iSection;
//StartPoint.ConvertFromHndzNode(beamTapered.ExtrusionLine.baseNode);
//EndPoint.ConvertFromHndzNode(beamTapered.ExtrusionLine.EndNode);
throw new NotImplementedException();
}
else if (element is HndzBeamStandrdCase)
{
columnTapered = (HndzBeamStandrdCase)element;
Name = Label = columnTapered.Name;
if (columnTapered.Profile is HndzITaperedProfile)
{
HndzITaperedProfile columnTaperedProfile = columnTapered.Profile as HndzITaperedProfile;
SAPITaperedSection iSection = new SAPITaperedSection();
iSection.ConvertFromHndzTaperedI(columnTaperedProfile, (HndzStructuralMaterial)columnTapered.Material);
Section = iSection;
StartPoint.ConvertFromHndzNode(columnTapered.ExtrusionLine.baseNode);
EndPoint.ConvertFromHndzNode(columnTapered.ExtrusionLine.EndNode);
}
}
break;
default:
break;
}
}
