public static Dictionary <string, object> WebLocalYielding(double t_w, double F_yw, double k, double l_b, double d, double l_edge, string Code = "AISC360-10")
{
//Default values
double phiR_n = 0;
//Calculation logic:
phiR_n = FlangeOrWebWithConcentratedForces.GetWebLocalYieldingStrength(d, t_w, l_edge, F_yw, k, l_b);
return(new Dictionary <string, object>
{
{ "phiR_n", phiR_n }
});
}
public void WebSideswayBucklingReturnsValueW18()
{
double t_w = 0.425;
double t_f = 0.68;
double h_web = 16.84;
double L_b_flange = 36.0;
double M_y = 7300;
double M_u = 8150;
double b_f = 11.0;
bool CompressionFlangeRestrained = true;
double phiR_n = FlangeOrWebWithConcentratedForces.GetWebSideswayBucklingStrength(t_w, t_f, h_web, L_b_flange, b_f, CompressionFlangeRestrained, M_u, M_y);
}
public static Dictionary <string, object> FlangeLocalBending(double F_yf, double t_f, double l_edge, string Code = "AISC360-10")
{
//Default values
double phiR_n = 0;
//Calculation logic:
phiR_n = FlangeOrWebWithConcentratedForces.GetFlangeLocalBendingStrength(F_yf, t_f, l_edge);
return(new Dictionary <string, object>
{
{ "phiR_n", phiR_n }
});
}
public static Dictionary <string, object> WebCompressionBuckling(double t_w, double h_web, double F_yw, double d, double l_edge, double E = 29000.0, string Code = "AISC360-10")
{
//Default values
double phiR_n = 0;
//Calculation logic:
phiR_n = FlangeOrWebWithConcentratedForces.GetWebCompressionBucklingStrength(t_w, h_web, d, l_edge, F_yw);
return(new Dictionary <string, object>
{
{ "phiR_n", phiR_n }
});
}
public static Dictionary <string, object> WebSideswayBuckling(double M_u, double M_y, double b_f, double t_f,
double t_w, double L_b_flange, double h_web, bool CompressionFlangeRestrained, string Code = "AISC360-10")
{
//Default values
double phiR_n = 0;
//Calculation logic:
phiR_n = FlangeOrWebWithConcentratedForces.GetWebSideswayBucklingStrength(t_w, t_f, h_web, L_b_flange, b_f, CompressionFlangeRestrained, M_u, M_y);
return(new Dictionary <string, object>
{
{ "phiR_n", phiR_n }
});
}
public static Dictionary <string, object> WebPanelZoneShear(double t_w, double t_cf, double b_cf, double d_b, double d_c, double F_y, double P_u, double A_g,
bool PanelDeformationConsideredInAnalysis, string Code = "AISC360-10")
{
//Default values
double phiR_n = 0;
//Calculation logic:
phiR_n = FlangeOrWebWithConcentratedForces.WebPanelZoneShear(t_w, t_cf, b_cf, d_b, d_c, F_y, P_u, A_g, PanelDeformationConsideredInAnalysis);
return(new Dictionary <string, object>
{
{ "phiR_n", phiR_n }
});
}
