public static Dictionary <string, object> WebOpeningMaximumWidth(double h_o, double d, double t_f, double t_w, double F_y, bool IsCompositeBeam = true, bool IsSingleSideReinforcement = false)
{
//Default values
double a_o = 0;
//Calculation logic:
a_o = WebOpeningGeneral.GetMaximumOpeningWidth(h_o, d, t_f, t_w, F_y, IsCompositeBeam, IsSingleSideReinforcement);
return(new Dictionary <string, object>
{
{ "a_o", a_o }
});
}
public static Dictionary <string, object> WebOpeningReinforcementDevelopmentLength(double a_o, double t_w, double b_r, double t_r, bool IsSingleSideReinforcement = false)
{
//Default values
double l_dev = 0;
//Calculation logic:
l_dev = WebOpeningGeneral.GetReinforcementDevelopmentLength(a_o, t_w, b_r, t_r, IsSingleSideReinforcement);
return(new Dictionary <string, object>
{
{ "l_dev", l_dev }
});
}
public static Dictionary <string, object> WebOpeningMaximumHeight(double a_o, double d, double e, double t_f, double t_w, double F_y, bool IsCompositeBeam = true)
{
//Default values
double h_op = 0;
//Calculation logic:
h_op = WebOpeningGeneral.GetMaximumOpeningHeight(a_o, d, e, t_f, t_w, F_y, IsCompositeBeam);
return(new Dictionary <string, object>
{
{ "h_op", h_op }
});
}
public void OpeningSteelReturnsMaxHeight()
{
double d = 15.9;
double t_w = 0.275;
double t_f = 0.44;
h_0 = 9.0;
a_o = 20.0;
double h_op = WebOpeningGeneral.GetMaximumOpeningHeight(a_o, d, e, t_f, t_w, F_y, true);
double refValue = 11.1;
double actualTolerance = EvaluateActualTolerance(h_op, refValue);
Assert.LessOrEqual(actualTolerance, tolerance);
}
public void OpeningSteelReturnsMaxLength()
{
double d = 15.9;
double t_w = 0.275;
double t_f = 0.44;
h_0 = 9.0;
double h_op = WebOpeningGeneral.GetMaximumOpeningWidth(h_0, d, t_f, t_w, F_y, true, false);
double refValue = 23.4;
double actualTolerance = EvaluateActualTolerance(h_op, refValue);
Assert.LessOrEqual(actualTolerance, tolerance);
}
public static Dictionary <string, object> WebReinforcementWeldRequiredStrength(double a_o, double t_w, double b_r, double t_r, double F_y,
bool IsSingleSideReinforcement = false, bool IsCompositeBeam = true)
{
//Default values
double phiR_n = 0;
phiR_n = 0.9 * WebOpeningGeneral.GetReinforcementWeldRequiredStrength(a_o, t_w, b_r, t_r, F_y,
IsSingleSideReinforcement, IsCompositeBeam);
//Calculation logic:
return(new Dictionary <string, object>
{
{ "phiR_n", phiR_n }
});
}
