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> 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 }
});
}
