public void SectionDoubleStackedReturnsMomentOfInertia()
{
//W18X50 + C15X33.9
//Table 1-19
SectionI IShape = new SectionI(null, 18.2d,7.56d, 0.695d, 0.415d);
SectionChannel Channel = new SectionChannel(null, 15.0d, 3.4d, 0.65d, 0.4d, true, true);
SectionDoubleStacked shape = new SectionDoubleStacked(Channel, IShape, 0.4);
double I_x = shape.I_x;
double refValue1 = 1456.0; //from Autocad. Does not agree with Manual which is 1250
double I_y = shape.I_y;
double refValue2 = 363.6; //from Autocad. Does not agree with Manual which is 1250
double actualTolerance1 = EvaluateActualTolerance(I_x, refValue1);
double actualTolerance2 = EvaluateActualTolerance(I_y, refValue2);
Assert.LessOrEqual(actualTolerance1, tolerance);
Assert.LessOrEqual(actualTolerance2, tolerance);
}
internal SectionChannel(double d, double b_f, double t_f, double t_w, bool IsWeakAxis, bool AreFlangeTipsDown)
{
ISection r = new ds.SectionChannel("", d, b_f, t_f, t_w, IsWeakAxis, AreFlangeTipsDown);
Section = r;
}
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);
}
