public static Dictionary <string, object> ExtendedSinglePlateShearStrengthWithoutStabilizer(double d_pl, double t_p, double a_bolts, double F_y, string Code = "AISC360-10")
{
//Default values
double phiR_n = 0;
//Calculation logic:
conx.ExtendedSinglePlate sp = new conx.ExtendedSinglePlate();
phiR_n = sp.GetShearStrengthWithoutStabilizerPlate(d_pl, t_p, a_bolts, F_y);
return(new Dictionary <string, object>
{
{ "phiR_n", phiR_n }
});
}
public static Dictionary <string, object> StabilizedExtendedSinglePlateTorsionalMoment(double R_u, double t_w, double t_p, string Code = "AISC360-10")
{
//Default values
double M_tu = 0;
//Calculation logic:
conx.ExtendedSinglePlate sp = new conx.ExtendedSinglePlate();
M_tu = sp.StabilizedExtendedSinglePlateTorsionalMoment(R_u, t_p, t_w);
return(new Dictionary <string, object>
{
{ "M_tu", M_tu }
});
}
public static Dictionary <string, object> ExtendedSinglePlateMaxPlateThickness(double F_nv, double d_b, double C_prime, double F_yp, double d_pl, double t_w, double L_ehBm, double L_ehPl, double N_cols
, string Code = "AISC360-10")
{
//Default values
double t_max = 0;
//Calculation logic:
conx.ExtendedSinglePlate sp = new conx.ExtendedSinglePlate();
t_max = sp.GetMaximumPlateThickness(F_nv, d_b, C_prime, F_yp, d_pl, t_w, L_ehBm, L_ehPl, N_cols);
return(new Dictionary <string, object>
{
{ "t_max", t_max }
});
}
public static Dictionary <string, object> StabilizedExtendedSinglePlateTorsionalStrength(double R_u, double F_yp, double d_pl, double t_p, double L_bm, double F_ybm, double b_f, double t_w
, string Code = "AISC360-10")
{
//Default values
double phiM_n = 0;
//Calculation logic:
conx.ExtendedSinglePlate sp = new conx.ExtendedSinglePlate();
phiM_n = sp.StabilizedExtendedSinglePlateTorsionalStrength(b_f, F_ybm, L_bm, R_u, t_w, d_pl, t_p, F_yp);
return(new Dictionary <string, object>
{
{ "phiM_n", phiM_n }
});
}
