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 }
};
}
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);
}