private void CreateColumn(double L_ex, double L_ey, double L_ez=0)
{
CompressionMemberFactory factory = new CompressionMemberFactory();
AiscShapeFactory AiscShapeFactory = new AiscShapeFactory();
ISection section = AiscShapeFactory.GetShape("HSS8X6X.500", ShapeTypeSteel.RectangularHSS);
SteelMaterial mat = new SteelMaterial(46.0,29000);
L_ez = L_ez == 0? L_ex : L_ez;
column = factory.GetCompressionMember(section,mat, L_ex, L_ey, L_ez);
}
private void CreateColumn(double L_ex, double L_ey, double L_ez = 0, string Shape = "W14X82")
{
CompressionMemberFactory factory = new CompressionMemberFactory();
AiscShapeFactory AiscShapeFactory = new AiscShapeFactory();
ISection section = AiscShapeFactory.GetShape(Shape, ShapeTypeSteel.IShapeRolled);
SteelMaterial mat = new SteelMaterial(50.0,29000);
L_ez = L_ez == 0? L_ex : L_ez;
column = factory.GetCompressionMember(section,mat, L_ex, L_ey, L_ez);
}
public static Dictionary<string, object> TorsionalAndFlexuralTorsionalBucklingStrength(CustomProfile Shape,double L_ex,double L_ey,double L_ez,double F_y,double E,bool IsRolledMember,
string Code = "AISC360-10")
{
//Default values
double phiP_n = 0;
bool IsApplicable = true;
//Calculation logic:
CompressionMemberFactory f = new CompressionMemberFactory();
ISteelCompressionMember compMember = f.GetCompressionMember(Shape.Section, L_ex, L_ey, L_ez, F_y, E, IsRolledMember);
SteelLimitStateValue FlexuralTorsionalBuckling = compMember.GetTorsionalAndFlexuralTorsionalBucklingStrength();
phiP_n = FlexuralTorsionalBuckling.Value;
IsApplicable = FlexuralTorsionalBuckling.IsApplicable;
return new Dictionary<string, object>
{
{ "phiP_n", phiP_n },
{ "IsApplicable", IsApplicable }
};
}
