public void ConnectedPlateReturnsFlexuralStrength()
{
ICalcLog log = new CalcLog();
SectionRectangular Section = new SectionRectangular(0.5, 8);
ISteelMaterial Material = new SteelMaterial(50);
AffectedElementInFlexure element = new AffectedElementInFlexure(Section, Material, log);
double phiM_n = element.GetFlexuralStrength();
Assert.AreEqual(360.0, phiM_n);
}
public static Dictionary<string, object> ConnectedElementStrengthInFlexure(CustomProfile Shape,
double L_b, double F_y, double F_u, bool HasHolesInTensionFlange = false, double A_fg = 0, double A_fn = 0, bool IsCompactDoublySymmetricForFlexure = true, double C_b = 1,
string Code = "AISC360-10")
{
//Default values
double phiM_n = 0;
//Calculation logic:
ICalcLog log = new CalcLog();
ISection Isec = Shape.Section as ISection;
ISteelMaterial Material = new SteelMaterial(F_y, F_u, SteelConstants.ModulusOfElasticity, SteelConstants.ShearModulus);
AffectedElementInFlexure element = new AffectedElementInFlexure(Isec, F_y, F_u, HasHolesInTensionFlange, A_fg, A_fn, IsCompactDoublySymmetricForFlexure);
phiM_n = element.GetFlexuralStrength();
return new Dictionary<string, object>
{
{ "phiM_n", phiM_n }
};
}