Ejemplo n.º 1
0
        public void ExtendedPlateUnstiffenedReturnsBucklingStrength()
        {
            double d_pl = 24;
            double a = 9;
            double t_pl = 0.5;
            ExtendedSinglePlate sp = new ExtendedSinglePlate();
            double phiR_n = sp.GetShearStrengthWithoutStabilizerPlate(d_pl,t_pl,a,50.0);
            double refValue = 157;

            double actualTolerance = EvaluateActualTolerance(phiR_n, refValue);

            Assert.LessOrEqual(actualTolerance, tolerance);

        }
        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> 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 }
 
            };
        }
        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 }
 
            };
        }
Ejemplo n.º 5
0
        public void ExtendedPlateReturnsTorsionalStrength()
        {
            double  R = 14; 
            double  l = 9; 
            double  a = 12;
            double  tp = 0.375; 
            double tw = 0.20;
            double  L = 233;
            double  bf = 3.97;
            ExtendedSinglePlate sp = new ExtendedSinglePlate();
            double phiM_n = sp.StabilizedExtendedSinglePlateTorsionalStrength(bf,50.0,L,R,tw,l,tp,50.0);
            double refValue = 18.6;

            double actualTolerance = EvaluateActualTolerance(phiM_n, refValue);

            Assert.LessOrEqual(actualTolerance, tolerance);

        }