public ISteelCompressionMember GetIshape(ISteelSection Section, bool IsRolled, double L_x, double L_y, double L_z, ICalcLog CalcLog)
{
ISteelCompressionMember column = null;
IShapeCompactness compactnessTop = new ShapeCompactness.IShapeMember(Section, IsRolled, Common.Section.Interfaces.FlexuralCompressionFiberPosition.Top);
IShapeCompactness compactnessBot = new ShapeCompactness.IShapeMember(Section, IsRolled, Common.Section.Interfaces.FlexuralCompressionFiberPosition.Bottom);
ICalcLog Log = new CalcLog();
CompactnessClassAxialCompression flangeCompactnessTop = compactnessTop.GetFlangeCompactnessCompression();
CompactnessClassAxialCompression flangeCompactnessBot = compactnessTop.GetFlangeCompactnessCompression();
CompactnessClassAxialCompression webCompactness = compactnessTop.GetWebCompactnessCompression();
if (flangeCompactnessTop == CompactnessClassAxialCompression.NonSlender && webCompactness == CompactnessClassAxialCompression.NonSlender &&
flangeCompactnessBot == CompactnessClassAxialCompression.NonSlender)
{
column = new IShapeCompact(Section, IsRolled, L_x, L_y, L_z, Log);
//if (IShape.b_fBot == IShape.b_fTop && IShape.t_fBot == IShape.t_fTop)
//{
// return new IShapeCompact(SectionI, IsRolledShape, L_ex, L_ey, L_ez, log);
//}
//else
//{
// throw new NotImplementedException();
//}
}
else
{
column = new IShapeSlenderElements(Section, IsRolled, L_x, L_y, L_z, Log);
}
return(column);
}
public ISteelCompressionMember GetIshape(ISteelSection Section, bool IsRolled, double L_x, double L_y, double L_z, ICalcLog CalcLog)
{
ISteelCompressionMember column = null;
IShapeCompactness compactnessTop = new ShapeCompactness.IShapeMember(Section, IsRolled, Common.Section.Interfaces.FlexuralCompressionFiberPosition.Top);
IShapeCompactness compactnessBot = new ShapeCompactness.IShapeMember(Section, IsRolled, Common.Section.Interfaces.FlexuralCompressionFiberPosition.Bottom);
ICalcLog Log = new CalcLog();
CompactnessClassAxialCompression flangeCompactnessTop = compactnessTop.GetFlangeCompactnessCompression();
CompactnessClassAxialCompression flangeCompactnessBot = compactnessTop.GetFlangeCompactnessCompression();
CompactnessClassAxialCompression webCompactness = compactnessTop.GetWebCompactnessCompression();
if (flangeCompactnessTop == CompactnessClassAxialCompression.NonSlender && webCompactness == CompactnessClassAxialCompression.NonSlender
&& flangeCompactnessBot == CompactnessClassAxialCompression.NonSlender)
{
column = new IShapeCompact(Section, IsRolled, L_x, L_y, L_z, Log);
//if (IShape.b_fBot == IShape.b_fTop && IShape.t_fBot == IShape.t_fTop)
//{
// return new IShapeCompact(SectionI, IsRolledShape, L_ex, L_ey, L_ez, log);
//}
//else
//{
// throw new NotImplementedException();
//}
}
else
{
column = new IShapeSlenderElements(Section, IsRolled, L_x, L_y, L_z, Log);
}
return column;
}
