public static Dictionary<string, object> AdjustedBendingDesignValue(double F_b,double C_M_Fb,double C_t,double C_L,double C_F_Fb,
double C_fu_Fb, double C_i_Fb, double C_r, double lambda, string WoodMemberType = "SawnDimensionLumber", string Code = "NDS2015")
{
//Default values
double F_b_prime = 0;
//Calculation logic:
if (WoodMemberType.Contains("Sawn") && WoodMemberType.Contains("Lumber"))
{
DimensionalLumber m = new DimensionalLumber();
F_b_prime = m.GetAdjustedBendingDesignValue(F_b, C_M_Fb, C_t, C_L, C_F_Fb, C_fu_Fb, C_i_Fb, C_r, lambda);
}
else
{
throw new Exception("Wood member type not supported.");
}
return new Dictionary<string, object>
{
{ "F_b_prime", F_b_prime }
};
}
public static Dictionary <string, object> AdjustedBendingDesignValue(double F_b, double C_M_Fb, double C_t, double C_L, double C_F_Fb,
double C_fu_Fb, double C_i_Fb, double C_r, double lambda, string WoodMemberType = "SawnDimensionLumber", string Code = "NDS2015")
{
//Default values
double F_b_prime = 0;
//Calculation logic:
if (WoodMemberType.Contains("Sawn") && WoodMemberType.Contains("Lumber"))
{
DimensionalLumber m = new DimensionalLumber();
F_b_prime = m.GetAdjustedBendingDesignValue(F_b, C_M_Fb, C_t, C_L, C_F_Fb, C_fu_Fb, C_i_Fb, C_r, lambda);
}
else
{
throw new Exception("Wood member type not supported.");
}
return(new Dictionary <string, object>
{
{ "F_b_prime", F_b_prime }
});
}
public void ReturnsBendingValueDimensionalLumber()
{
CalcLog log = new CalcLog();
DimensionalLumber m = new DimensionalLumber();
double C_fu = 1.0;
double C_F = 1.0;
double C_M = 1.0;
double C_t = 1.0;
double C_i = 1.0;
double C_L = 1.0;
double C_r = 1.15;
double E_min = 580.0;
double F_b = 1.05;
double lambda = 0.8;
double F_b_prime = m.GetAdjustedBendingDesignValue(F_b, C_M, C_t, C_L, C_F, C_fu, C_i, C_r, lambda);
double refValue = 2.087;
double actualTolerance = EvaluateActualTolerance(F_b_prime, refValue);
Assert.LessOrEqual(actualTolerance, tolerance);
}
public void ReturnsBendingValueDimensionalLumber()
{
CalcLog log = new CalcLog();
DimensionalLumber m = new DimensionalLumber();
double C_fu = 1.0;
double C_F =1.0;
double C_M = 1.0;
double C_t = 1.0;
double C_i = 1.0;
double C_L = 1.0;
double C_r = 1.15;
double E_min =580.0;
double F_b = 1.05;
double lambda =0.8;
double F_b_prime = m.GetAdjustedBendingDesignValue(F_b,C_M, C_t, C_L, C_F, C_fu, C_i, C_r, lambda);
double refValue = 2.087;
double actualTolerance = EvaluateActualTolerance(F_b_prime, refValue);
Assert.LessOrEqual(actualTolerance, tolerance);
}
