internal CatalogSection(string ShapeId, string AngleOrientation="LongLegVertical", string AngleRotation="FlatLegTop")
{
AiscShapeFactory factory = new AiscShapeFactory();
AngleOrientation ori = new AngleOrientation();
AngleRotation rot = new Wosad.Common.AngleRotation();
AngleOrientation _AngleOrientation;
bool IsValidInputString = Enum.TryParse(AngleOrientation, true, out _AngleOrientation);
if (IsValidInputString == false)
{
throw new Exception("Failed to convert string. Specifuy AngleOrientation. Please check input");
}
AngleRotation _AngleRotation;
bool IsValidInputRotation = Enum.TryParse(AngleRotation, true, out _AngleRotation);
if (IsValidInputRotation == false)
{
throw new Exception("Failed to convert string. Errormessage. Please check input");
}
ISection section = factory.GetShape(ShapeId, _AngleOrientation, _AngleRotation);
//PredefinedSectionI catI = section as PredefinedSectionI;
//ISliceableSection secI = new shapes.SectionIRolled("", catI.d, catI.b_fTop, catI.t_f, catI.t_w, catI.k);
//Section = secI;
Section = section;
}
private void SetExampleValues()
{
A_s = 13.0;
d = 20.66;
t_w = 0.35;
t_s = 4.0;
t_deck = 2.0;
t_fill = 2.0;
t_e = 2.0;
b_e = 108.0;
h_0 = 11.0;
a_o = 22.0;
s_b = 4.83;
s_t = 4.83;
DeltaA_s = 3.85;
A_sn = 9.15;
Q_n = 21.0;
AiscShapeFactory f = new AiscShapeFactory();
section = f.GetShape("W21X44") as ISectionI;
F_y = 36.0;
f_cPrime = 3.0;
N_studs = 9;
N_o = 1.0;
e = 0.0;
t_r = 0.0;
b_r = 0.0;
}
private void CreateBeam()
{
FlexuralMemberFactory factory = new FlexuralMemberFactory();
AiscShapeFactory AiscShapeFactory = new AiscShapeFactory();
ISection section = AiscShapeFactory.GetShape("W18X35", ShapeTypeSteel.IShapeRolled);
SteelMaterial mat = new SteelMaterial(50.0,29000);
beam = factory.GetBeam(section,mat,null, MomentAxis.XAxis, FlexuralCompressionFiberPosition.Top);
}
private void CreateBeam()
{
FlexuralMemberFactory factory = new FlexuralMemberFactory();
AiscShapeFactory AiscShapeFactory = new AiscShapeFactory();
ISection section = AiscShapeFactory.GetShape("HSS8X6X.500", ShapeTypeSteel.RectangularHSS);
SteelMaterial mat = new SteelMaterial(46.0,29000);
beam = factory.GetBeam(section,mat,null, MomentAxis.XAxis, FlexuralCompressionFiberPosition.Top);
}
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 void DoublySymmetricIReturnsFlexuralLateralTorsionalBucklingStrengthInelasticW12 ()
{
FlexuralMemberFactory factory = new FlexuralMemberFactory();
AiscShapeFactory AiscShapeFactory = new AiscShapeFactory();
ISection section = AiscShapeFactory.GetShape("W12X26", ShapeTypeSteel.IShapeRolled);
SteelMaterial mat = new SteelMaterial(50.0, 29000);
ISteelBeamFlexure beam12 = factory.GetBeam(section, mat, null, MomentAxis.XAxis, FlexuralCompressionFiberPosition.Top);
SteelLimitStateValue LTB =
beam12.GetFlexuralLateralTorsionalBucklingStrength(1.0, 19 * 12, FlexuralCompressionFiberPosition.Top, Steel.AISC.FlexuralAndTorsionalBracingType.NoLateralBracing);
double phiM_n = LTB.Value;
double refValue = 60*12; // from AISC Steel Manual Table 3-10
double actualTolerance = EvaluateActualTolerance(phiM_n, refValue);
Assert.LessOrEqual(actualTolerance, tolerance);
}
private CompositeBeamSection GetBeamForTests(double SumQ_n)
{
double Y_2 = 5;
double f_cPrime = 4;
double h_solid = 3;
double b_eff;
double h_rib = 3;
b_eff = SumQ_n / ((h_rib + h_solid - Y_2) * 2 * 0.85 * f_cPrime); //Back calculate b_eff to get the round number from AISC manual
double Y_2T = h_solid - (SumQ_n / (0.85 * f_cPrime * b_eff) / 2) + h_rib; //test
AiscShapeFactory factory = new AiscShapeFactory();
ISection section = factory.GetShape("W18X35", ShapeTypeSteel.IShapeRolled);
PredefinedSectionI catI = section as PredefinedSectionI;
SectionIRolled secI = new SectionIRolled("", catI.d, catI.b_fTop, catI.t_f, catI.t_w, catI.k);
CompositeBeamSection cs = new CompositeBeamSection(secI, b_eff, h_solid, h_rib, 50.0, f_cPrime);
return cs;
}
public void IShapeReturnsYieldStrength()
{
FlexuralMemberFactory factory = new FlexuralMemberFactory();
AiscShapeFactory AiscShapeFactory = new AiscShapeFactory();
ISection r = AiscShapeFactory.GetShape("W18X35");
SteelMaterial mat = new SteelMaterial(50.0, 29000);
ISteelBeamFlexure beam12 = factory.GetBeam(r, mat, null, MomentAxis.XAxis, FlexuralCompressionFiberPosition.Top);
SteelLimitStateValue Y =
beam12.GetFlexuralYieldingStrength(FlexuralCompressionFiberPosition.Top);
double phiM_n = Y.Value;
double refValue = 249 * 12; // from AISC Steel Manual Table 3-2
double actualTolerance = EvaluateActualTolerance(phiM_n, refValue);
Assert.LessOrEqual(actualTolerance, tolerance);
}
private void SetExampleValues()
{
d = 18.24;
t_w = 0.415;
t_deck = 3.0;
t_fill = 2.5;
t_e = 2.5;
b_e = 120.0;
h_0 = 10.0;
a_o = 24.0;
A_sn = 9.15;
Q_n = 26.1;
AiscShapeFactory f = new AiscShapeFactory();
section = f.GetShape("W18X60") as ISectionI;
F_y = 36.0;
f_cPrime = 4.0;
N_studs = 14.0;
N_o = 2.0;
e = 0.0;
t_r = 0.375;
b_r = 2.0;
}
public void ShapeFactoryReturnsValueForAngleParsed()
{
AiscShapeFactory factory = new AiscShapeFactory();
ISection section = factory.GetShape("L3-1/2X3X1/4");
Assert.IsTrue(section is ISectionAngle);
}
public void ShapeFactoryReturnsValueForCircHSSParsed()
{
AiscShapeFactory factory = new AiscShapeFactory();
ISection section = factory.GetShape("HSS6X.500");
Assert.IsTrue(section is ISectionPipe);
}
public void ShapeFactoryReturnsValueForUnequalAngle()
{
AiscShapeFactory factory = new AiscShapeFactory();
ISection section = factory.GetShape("L3-1/2X3X1/4", Entities.ShapeTypeSteel.Angle);
Assert.IsTrue(section != null);
}
public void ShapeFactoryReturnsValueForIBeam()
{
AiscShapeFactory factory = new AiscShapeFactory();
ISection section = factory.GetShape("W18X35", Entities.ShapeTypeSteel.IShapeRolled);
Assert.IsTrue(section != null);
}
public void FactoryReturnsChannel()
{
FlexuralMemberFactory factory = new FlexuralMemberFactory();
AiscShapeFactory AiscShapeFactory = new AiscShapeFactory();
ISectionChannel r = new SectionChannel("", 12.0, 6, 0.4, 0.25);
SteelMaterial mat = new SteelMaterial(50.0, 29000);
ISteelBeamFlexure beam12 = factory.GetBeam(r, mat, null, MomentAxis.XAxis, FlexuralCompressionFiberPosition.Top);
Assert.IsTrue(true);
}