public void ReturnColumnStabilityFactorTimber()
{
CalcLog log = new CalcLog();
DimensionalLumber m = new DimensionalLumber();
double b = 5.5;
double d = 5.5;
double C_F = 1.0;
double C_M_Fc = 0.91;
double C_M_E = 1.0;
double C_t = 1.0;
double C_i = 1.0;
double C_T = 1.0;
double C_D = 1.15;
double E_min = 470.0;
double F_c = 0.85;
double l_e = 15 * 12 * 0.5; //with K-factor
double lambda = 0.8;
double C_P = m.GetColumnStabilityFactor(d, F_c, E_min, l_e, C_M_Fc, C_M_E, C_t, C_t, C_F, C_i, C_i, C_T, lambda);
double refValue = 0.827;
double actualTolerance = EvaluateActualTolerance(C_P, refValue);
Assert.True(actualTolerance <= tolerance);
}
public void ReturnColumnStabilityFactorDimensionalLumber()
{
CalcLog log = new CalcLog();
DimensionalLumber m = new DimensionalLumber();
double b = 1.5;
double d = 5.5;
double C_F = 1.0;
double C_M = 1.0;
double C_t = 1.0;
double C_i = 1.0;
double C_T = 1.0;
double C_D = 1.15;
double E_min = 580.0;
double F_c = 1.6;
double l_e = 144.0;
double lambda = 0.8;
double C_P = m.GetColumnStabilityFactor(d, F_c, E_min, l_e, C_M, C_M, C_t, C_t, C_F, C_i, C_i, C_T, lambda);
double refValue = 0.342;
double actualTolerance = EvaluateActualTolerance(C_P, refValue);
Assert.True(actualTolerance <= tolerance);
}
public void ReturnColumnStabilityFactorTimber()
{
CalcLog log = new CalcLog();
DimensionalLumber m = new DimensionalLumber();
double b = 5.5;
double d = 5.5;
double C_F = 1.0;
double C_M_Fc = 0.91;
double C_M_E = 1.0;
double C_t = 1.0;
double C_i = 1.0;
double C_T = 1.0;
double C_D = 1.15;
double E_min = 470.0;
double F_c =0.85;
double l_e = 15*12*0.5; //with K-factor
double lambda = 0.8;
double C_P = m.GetColumnStabilityFactor(d, F_c, E_min, l_e,C_M_Fc,C_M_E, C_t,C_t, C_F, C_i,C_i, C_T, lambda);
double refValue = 0.827;
double actualTolerance = EvaluateActualTolerance(C_P, refValue);
Assert.LessOrEqual(actualTolerance, tolerance);
}
public void ReturnColumnStabilityFactorDimensionalLumber()
{
CalcLog log = new CalcLog();
DimensionalLumber m = new DimensionalLumber();
double b = 1.5;
double d = 5.5;
double C_F =1.0;
double C_M = 1.0;
double C_t = 1.0;
double C_i = 1.0;
double C_T = 1.0;
double C_D = 1.15;
double E_min =580.0;
double F_c = 1.6;
double l_e = 144.0;
double lambda =0.8;
double C_P = m.GetColumnStabilityFactor(d, F_c, E_min, l_e, C_M, C_M, C_t, C_t,C_F, C_i, C_i, C_T, lambda);
double refValue = 0.342;
double actualTolerance = EvaluateActualTolerance(C_P, refValue);
Assert.LessOrEqual(actualTolerance, tolerance);
}
public static Dictionary <string, object> ColumnStabilityFactor(double d_comp, double F_c, double E_min, double l_e, double C_M_Fc, double C_M_E, double C_F_Fc, double lambda,
double C_t_Fc = 1, double C_t_E = 1, double C_i_Fc = 1, double C_i_E = 1, double C_T = 1, string WoodMemberType = "SawnDimensionLumber", string Code = "NDS2015")
{
//Default values
double C_P = 0;
//Calculation logic:
if (WoodMemberType.Contains("Sawn") && WoodMemberType.Contains("Lumber"))
{
DimensionalLumber m = new DimensionalLumber();
C_P = m.GetColumnStabilityFactor(d_comp, F_c, E_min, l_e, C_M_Fc, C_M_E, C_t_Fc, C_t_E, C_F_Fc, C_i_Fc, C_i_E, C_T, lambda);
}
else if (WoodMemberType.Contains("Sawn") && WoodMemberType.Contains("Timber"))
{
Timber t = new Timber();
C_P = t.GetColumnStabilityFactor(d_comp, F_c, E_min, l_e, C_M_Fc, C_M_E, C_t_Fc, C_t_E, C_F_Fc, C_i_Fc, C_i_E, C_T, lambda);
}
else
{
throw new Exception("Wood member type not supported.");
}
return(new Dictionary <string, object>
{
{ "C_P", C_P }
});
}
public static Dictionary<string, object> ColumnStabilityFactor(double d_comp,double F_c,double E_min,double l_e,double C_M_Fc,double C_M_E,double C_F_Fc,double lambda,
double C_t_Fc = 1, double C_t_E = 1, double C_i_Fc = 1, double C_i_E = 1, double C_T = 1, string WoodMemberType = "SawnDimensionLumber", string Code = "NDS2015")
{
//Default values
double C_P = 0;
//Calculation logic:
if (WoodMemberType.Contains("Sawn") && WoodMemberType.Contains("Lumber"))
{
DimensionalLumber m = new DimensionalLumber();
C_P = m.GetColumnStabilityFactor(d_comp, F_c, E_min, l_e, C_M_Fc, C_M_E, C_t_Fc,C_t_E, C_F_Fc, C_i_Fc, C_i_E, C_T, lambda);
}
else if (WoodMemberType.Contains("Sawn") && WoodMemberType.Contains("Timber"))
{
Timber t = new Timber();
C_P = t.GetColumnStabilityFactor(d_comp, F_c, E_min, l_e, C_M_Fc, C_M_E, C_t_Fc,C_t_E, C_F_Fc, C_i_Fc, C_i_E, C_T, lambda);
}
else
{
throw new Exception("Wood member type not supported.");
}
return new Dictionary<string, object>
{
{ "C_P", C_P }
};
}
