public static Dictionary <string, object> OneWayShearStrengthProvidedByRebar(double A_v, Concrete.ACI318.General.Reinforcement.RebarMaterial TransverseRebarMaterial,
double d, double s, string Code = "ACI318-14")
{
//Default values
double phiV_s = 0;
//Calculation logic:
OneWayShearReinforcedSectionNonPrestressed section = new OneWayShearReinforcedSectionNonPrestressed(d, TransverseRebarMaterial.Material, A_v, s);
phiV_s = section.GetSteelShearStrength() / 1000.0; //default ACI units are psi. Convert to ksi, consistent with Dynamo nodes
return(new Dictionary <string, object>
{
{ "phiV_s", phiV_s }
});
}
public static Dictionary<string, object> OneWayShearStrengthProvidedByRebar(double A_v, Concrete.ACI318.General.Reinforcement.RebarMaterial TransverseRebarMaterial,
double d, double s, string Code = "ACI318-14")
{
//Default values
double phiV_s = 0;
//Calculation logic:
OneWayShearReinforcedSectionNonPrestressed section = new OneWayShearReinforcedSectionNonPrestressed(d, TransverseRebarMaterial.Material, A_v, s);
phiV_s = section.GetSteelShearStrength() / 1000.0; //default ACI units are psi. Convert to ksi, consistent with Dynamo nodes
return new Dictionary<string, object>
{
{ "phiV_s", phiV_s }
};
}
public void RectangularBeamReturnsRequiredShearRebarAreaValue()
{
double h = 24.0;
double d = 21.5;
double b = 14.0;
double N_u = 0.0;
double phiV_s = 43100.0 * 0.75;
double fc = 3000.0;
double s = 1.0;
double c_center = 1.75;
bool IsLightWeight = false;
RebarMaterialFactory rmf = new RebarMaterialFactory();
IRebarMaterial rm = rmf.GetMaterial();
OneWayShearReinforcedSectionNonPrestressed section = new OneWayShearReinforcedSectionNonPrestressed(d, rm, s);
double A_v = section.GetRequiredShearReinforcementArea(phiV_s);
double refValue = 0.0334;
double actualTolerance = EvaluateActualTolerance(A_v, refValue);
Assert.True(actualTolerance <= tolerance);
}
