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 void E1AReturnsAxialCapacity()
{
//AiscCatalogShape section = new AiscCatalogShape("W14X90", null);
AiscShapeFactory AiscShapeFactory = new AiscShapeFactory();
ISectionI section = (ISectionI)AiscShapeFactory.GetShape("W14X90", ShapeTypeSteel.IShapeRolled);
ISteelMaterial Material = new SteelMaterial(65, 29000);
ISteelSection steelSection = new SteelSectionI(section, Material);
IShapeCompact col = new IShapeCompact(steelSection, true, 19 * 12, 19 * 12, 19 * 12);
double phiPn = col.GetFlexuralBucklingStrength().Value;
Assert.True(phiPn == 903);
}