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; }