private void CreateColumn(double L_ex, double L_ey, double L_ez = 0)
{
CompressionMemberFactory factory = new CompressionMemberFactory();
AiscShapeFactory ShapeFactory = new AiscShapeFactory();
ISection section = ShapeFactory.GetShape("PIPE8SCH80");
SteelMaterial mat = new SteelMaterial(35.0, 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)
{
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);
}
private void CreateColumn(double L_ex, double L_ey, double L_ez = 0)
{
double d = 17.0;
double b_f = 8.0;
double t_f = 1.0;
double t_w = 0.25;
ISection r = new SectionI("", d, b_f, t_f, t_w);
SteelMaterial mat = new SteelMaterial(50.0, 29000);
L_ez = L_ez == 0? L_ex : L_ez;
CompressionMemberFactory factory = new CompressionMemberFactory();
column = factory.GetCompressionMember(r, 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 = 29000.0, bool IsRolledMember = true,
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 }
});
}