public static Dictionary <string, object> SteelIBeamWebOpeningShearStrength(CustomProfile IShape, double F_y, double a_o, double h_op,
double e_op, double t_r, double b_r, bool IsSingleSideReinforcement = false, double V_u = 0, double M_u = 0)
{
//Default values
double phiV_n = 0;
//Calculation logic:
ISectionI sectionI = IShape.Section as ISectionI;
if (sectionI == null)
{
throw new Exception("Specified shape type is not supported. Provide I-shape object as inputparameter");
}
double PlateOffset = 0;
SteelIBeamWebOpening op = new SteelIBeamWebOpening(sectionI, F_y, a_o, h_op, e_op, t_r, b_r, IsSingleSideReinforcement, PlateOffset, M_u, V_u);
phiV_n = op.GetShearStrength();
return(new Dictionary <string, object>
{
{ "phiV_n", phiV_n }
});
}
public void OpeningNonCompositeReinforcedReturnsShearStrength()
{
SetExample2Values();
SteelIBeamWebOpening o = new SteelIBeamWebOpening(section, F_y, a_o, h_0, e, t_r, b_r, true, 0, 3600, 30);
double phiV_n = o.GetShearStrength();
double refValue = 38.7;
double actualTolerance = EvaluateActualTolerance(phiV_n, refValue);
Assert.LessOrEqual(actualTolerance, tolerance);
}
public void OpeningSteelReturnsShearStrength()
{
SetExampleValuesSteel();
SteelIBeamWebOpening o = new SteelIBeamWebOpening(section, F_y, a_o, h_0, e, t_r, b_r, true, 0, M_u, V_u);
double phiV_n = o.GetShearStrength();
double refValue = 38.7;
double actualTolerance = EvaluateActualTolerance(phiV_n, refValue);
Assert.LessOrEqual(actualTolerance, tolerance);
}
public static Dictionary<string, object> SteelIBeamWebOpeningShearStrength(CustomProfile IShape,double F_y,double a_o,double h_op,
double e_op,double t_r,double b_r,bool IsSingleSideReinforcement)
{
//Default values
double phiV_n = 0;
//Calculation logic:
ISectionI sectionI = IShape.Section as ISectionI;
if (sectionI == null)
{
throw new Exception("Specified shape type is not supported. Provide I-shape object as inputparameter");
}
SteelIBeamWebOpening op = new SteelIBeamWebOpening(sectionI, F_y, a_o, h_op, e_op, t_r, b_r, IsSingleSideReinforcement);
phiV_n = op.GetShearStrength();
return new Dictionary<string, object>
{
{ "phiV_n", phiV_n }
};
}
