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 } }); }