public ConcreteSectionOneWayShearNonPrestressed GetConcreteOneWayShearBeam(double Width, double Height, double fc, double d, bool IsLightWeight)
{
IConcreteSection Section = GetRectangularSection(Width, Height, fc,IsLightWeight);
ConcreteSectionOneWayShearNonPrestressed beam = new ConcreteSectionOneWayShearNonPrestressed(d,Section);
return beam;
}
public static Dictionary<string, object> OneWayShearStrengthProvidedByConcrete(Concrete.ACI318.General.Concrete.ConcreteMaterial ConcreteMaterial,
double b_w, double d, double h, double N_u = 0.0, double rho_w = 0.0, double M_u = 0.0, double V_u = 0.0, string Code = "ACI318-14")
{
//Default values
double phiV_c = 0;
//Calculation logic:
IConcreteMaterial mat = ConcreteMaterial.Concrete;
CrossSectionRectangularShape shape = new CrossSectionRectangularShape(mat,null, b_w, h);
ConcreteSectionOneWayShearNonPrestressed section = new ConcreteSectionOneWayShearNonPrestressed(d,shape);
phiV_c = section.GetConcreteShearStrength(N_u, rho_w, M_u, V_u)/1000.0; //default ACI units are psi. Convert to ksi, consistent with Dynamo nodes
return new Dictionary<string, object>
{
{ "phiV_c", phiV_c }
};
}
public static Dictionary<string, object> UpperLimitOnShearStrength(Concrete.ACI318.General.Concrete.ConcreteMaterial ConcreteMaterial,
double b_w, double d, double phiV_c, string Code = "ACI318-14")
{
//Default values
double phiV_nMax = 0;
//Calculation logic:
IConcreteMaterial mat = ConcreteMaterial.Concrete;
CrossSectionRectangularShape shape = new CrossSectionRectangularShape(mat,null, b_w, d);
ConcreteSectionOneWayShearNonPrestressed section = new ConcreteSectionOneWayShearNonPrestressed(d,shape);
phiV_nMax = section.GetUpperLimitShearStrength(phiV_c*1000.0) / 1000.0; //default ACI units are psi. Convert to ksi, consistent with Dynamo nodes
return new Dictionary<string, object>
{
{ "phiV_nMax", phiV_nMax }
};
}
