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 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> 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> 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> BeamStabilityFactor(double b,double d,double F_b,double E_min,double l_e,double C_M_Fb,double C_M_E,double C_t_Fb,double C_t_E,double C_F_Fb,double C_i_Fb,double C_i_E,double C_r,double C_T,double lambda,string WoodMemberType,string Code)
{
//Default values
double C_L = 0;
//Calculation logic:
if (WoodMemberType.Contains("Sawn") && WoodMemberType.Contains("Lumber"))
{
DimensionalLumber m = new DimensionalLumber();
C_L = m.GetStabilityFactor(b, d, F_b, E_min, l_e, C_M_Fb, C_M_E, C_t_Fb, C_t_Fb, C_F_Fb, C_i_Fb, C_i_E, C_r, C_T, lambda);
}
else
{
throw new Exception("Wood member type not supported.");
}
return new Dictionary<string, object>
{
{ "C_L", C_L }
};
}
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.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.LessOrEqual(actualTolerance, tolerance);
}
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> SizeFactor(double d,double t, string WoodCommercialGrade, bool LoadAppliedToNarrowFace=false,
string WoodMemberType = "SawnDimensionLumber", string Code = "NDS2015")
{
//Default values
double C_F_Fb = 1.0;
double C_F_Fc = 1.0;
double C_F_Ft = 1.0;
//Calculation logic:
if (WoodMemberType.Contains("Sawn") && WoodMemberType.Contains("Lumber"))
{
DimensionalLumber m = new DimensionalLumber();
string memberType = WoodMemberType.TrimStart("Sawn".ToCharArray());
SawnLumberType sawnLumberType;
bool IsValidSawnLumberTypeString = Enum.TryParse(memberType, true, out sawnLumberType);
if (IsValidSawnLumberTypeString == false)
{
throw new Exception("Failed to convert string. Sawn lumber type is incorrectly specified. Please check input");
}
ww.CommercialGrade _commercialGrade;
bool IsValidCommercialGradeString = Enum.TryParse(WoodCommercialGrade, true, out _commercialGrade);
if (IsValidCommercialGradeString == false)
{
throw new Exception("Failed to convert string. Wood commercial grade is incorrectly specified. Please check input");
}
C_F_Fb = m.GetSizeFactor(d, t, sawnLumberType, _commercialGrade, ww.ReferenceDesignValueType.Bending, LoadAppliedToNarrowFace);
C_F_Ft = m.GetSizeFactor(d, t, sawnLumberType, _commercialGrade, ww.ReferenceDesignValueType.TensionParallelToGrain, LoadAppliedToNarrowFace);
C_F_Fc = m.GetSizeFactor(d, t, sawnLumberType, _commercialGrade, ww.ReferenceDesignValueType.CompresionParallelToGrain, LoadAppliedToNarrowFace);
}
else if (WoodMemberType.Contains("Sawn") && WoodMemberType.Contains("Timber"))
{
Timber timber = new Timber();
}
else
{
throw new Exception("Wood member type not supported.");
}
return new Dictionary<string, object>
{
{ "C_F_Fb", C_F_Fb },
{ "C_F_Fc", C_F_Fc },
{ "C_F_Ft", C_F_Ft },
};
}
public static Dictionary <string, object> SizeFactor(double d, double t, string WoodCommercialGrade, bool LoadAppliedToNarrowFace = false,
string WoodMemberType = "SawnDimensionLumber", string Code = "NDS2015")
{
//Default values
double C_F_Fb = 1.0;
double C_F_Fc = 1.0;
double C_F_Ft = 1.0;
//Calculation logic:
if (WoodMemberType.Contains("Sawn") && WoodMemberType.Contains("Lumber"))
{
DimensionalLumber m = new DimensionalLumber();
string memberType = WoodMemberType.TrimStart("Sawn".ToCharArray());
SawnLumberType sawnLumberType;
bool IsValidSawnLumberTypeString = Enum.TryParse(memberType, true, out sawnLumberType);
if (IsValidSawnLumberTypeString == false)
{
throw new Exception("Failed to convert string. Sawn lumber type is incorrectly specified. Please check input");
}
ww.CommercialGrade _commercialGrade;
bool IsValidCommercialGradeString = Enum.TryParse(WoodCommercialGrade, true, out _commercialGrade);
if (IsValidCommercialGradeString == false)
{
throw new Exception("Failed to convert string. Wood commercial grade is incorrectly specified. Please check input");
}
C_F_Fb = m.GetSizeFactor(d, t, sawnLumberType, _commercialGrade, ww.ReferenceDesignValueType.Bending, LoadAppliedToNarrowFace);
C_F_Ft = m.GetSizeFactor(d, t, sawnLumberType, _commercialGrade, ww.ReferenceDesignValueType.TensionParallelToGrain, LoadAppliedToNarrowFace);
C_F_Fc = m.GetSizeFactor(d, t, sawnLumberType, _commercialGrade, ww.ReferenceDesignValueType.CompresionParallelToGrain, LoadAppliedToNarrowFace);
}
else if (WoodMemberType.Contains("Sawn") && WoodMemberType.Contains("Timber"))
{
Timber timber = new Timber();
}
else
{
throw new Exception("Wood member type not supported.");
}
return(new Dictionary <string, object>
{
{ "C_F_Fb", C_F_Fb },
{ "C_F_Fc", C_F_Fc },
{ "C_F_Ft", C_F_Ft },
});
}
public static Dictionary <string, object> TemperatureFactor(double Temperature, string ServiceMoistureCondition = "Dry",
string WoodMemberType = "SawnDimensionLumber", string Code = "NDS2015")
{
//Default values
double C_t_Fb = 1.0;
double C_t_Ft = 1.0;
double C_t_Fv = 1.0;
double C_t_Fc = 1.0;
double C_t_E = 1.0;
//Calculation logic:
ww.ServiceMoistureConditions moistureCondition;
bool IsValidInputString = Enum.TryParse(ServiceMoistureCondition, true, out moistureCondition);
if (IsValidInputString == false)
{
throw new Exception("Failed to convert string. Moisture condition string is invalid. Please check input");
}
if (WoodMemberType.Contains("Sawn") && WoodMemberType.Contains("Lumber"))
{
DimensionalLumber m = new DimensionalLumber();
C_t_Fb = m.GetTemperatureFactorCt(ww.ReferenceDesignValueType.Bending, Temperature, moistureCondition);
C_t_Ft = m.GetTemperatureFactorCt(ww.ReferenceDesignValueType.TensionParallelToGrain, Temperature, moistureCondition);
C_t_Fv = m.GetTemperatureFactorCt(ww.ReferenceDesignValueType.ShearParallelToGrain, Temperature, moistureCondition);
C_t_Fc = m.GetTemperatureFactorCt(ww.ReferenceDesignValueType.CompresionParallelToGrain, Temperature, moistureCondition);
C_t_E = m.GetTemperatureFactorCt(ww.ReferenceDesignValueType.ModulusOfElasticity, Temperature, moistureCondition);
}
else if (WoodMemberType.Contains("Sawn") && WoodMemberType.Contains("Timber"))
{
Timber t = new Timber();
C_t_Fb = t.GetTemperatureFactorCt(ww.ReferenceDesignValueType.Bending, Temperature, moistureCondition);
C_t_Ft = t.GetTemperatureFactorCt(ww.ReferenceDesignValueType.TensionParallelToGrain, Temperature, moistureCondition);
C_t_Fv = t.GetTemperatureFactorCt(ww.ReferenceDesignValueType.ShearParallelToGrain, Temperature, moistureCondition);
C_t_Fc = t.GetTemperatureFactorCt(ww.ReferenceDesignValueType.CompresionParallelToGrain, Temperature, moistureCondition);
C_t_E = t.GetTemperatureFactorCt(ww.ReferenceDesignValueType.ModulusOfElasticity, Temperature, moistureCondition);
}
else
{
throw new Exception("Wood member type not supported.");
}
return(new Dictionary <string, object>
{
{ "C_t_Fb", C_t_Fb },
{ "C_t_Ft", C_t_Ft },
{ "C_t_Fv", C_t_Fv },
{ "C_t_Fc", C_t_Fc },
{ "C_t_E", C_t_E }
});
}
public static Dictionary<string, object> IncisingFactor(bool IsIncised =false,
string WoodMemberType = "SawnDimensionLumber", string Code = "NDS2015")
{
//Default values
double C_i_Fb=1.0;
double C_i_Ft=1.0;
double C_i_Fv=1.0;
double C_i_Fc=1.0;
double C_i_E =1.0;
//Calculation logic:
if (IsIncised == true)
{
if (WoodMemberType.Contains("Sawn") && WoodMemberType.Contains("Lumber"))
{
DimensionalLumber m = new DimensionalLumber();
C_i_Fb = m.GetInsizingFactor(ww.ReferenceDesignValueType.Bending);
C_i_Ft = m.GetInsizingFactor(ww.ReferenceDesignValueType.TensionParallelToGrain);
C_i_Fv = m.GetInsizingFactor(ww.ReferenceDesignValueType.ShearParallelToGrain);
C_i_Fc = m.GetInsizingFactor(ww.ReferenceDesignValueType.CompresionParallelToGrain);
C_i_E = m.GetInsizingFactor(ww.ReferenceDesignValueType.ModulusOfElasticity);
}
else if (WoodMemberType.Contains("Sawn") && WoodMemberType.Contains("Timber"))
{
Timber t = new Timber();
C_i_Fb = t.GetInsizingFactor(ww.ReferenceDesignValueType.Bending);
C_i_Ft = t.GetInsizingFactor(ww.ReferenceDesignValueType.TensionParallelToGrain);
C_i_Fv = t.GetInsizingFactor(ww.ReferenceDesignValueType.ShearParallelToGrain);
C_i_Fc = t.GetInsizingFactor(ww.ReferenceDesignValueType.CompresionParallelToGrain);
C_i_E = t.GetInsizingFactor(ww.ReferenceDesignValueType.ModulusOfElasticity);
}
else
{
throw new Exception("Wood member type not supported.");
}
}
return new Dictionary<string, object>
{
{ "C_i_Fb", C_i_Fb }
,{ "C_i_Ft", C_i_Ft }
,{ "C_i_Fv", C_i_Fv }
,{ "C_i_Fc", C_i_Fc }
,{ "C_i_E", C_i_E }
};
}
public static Dictionary <string, object> IncisingFactor(bool IsIncised = false,
string WoodMemberType = "SawnDimensionLumber", string Code = "NDS2015")
{
//Default values
double C_i_Fb = 1.0;
double C_i_Ft = 1.0;
double C_i_Fv = 1.0;
double C_i_Fc = 1.0;
double C_i_E = 1.0;
//Calculation logic:
if (IsIncised == true)
{
if (WoodMemberType.Contains("Sawn") && WoodMemberType.Contains("Lumber"))
{
DimensionalLumber m = new DimensionalLumber();
C_i_Fb = m.GetInsizingFactor(ww.ReferenceDesignValueType.Bending);
C_i_Ft = m.GetInsizingFactor(ww.ReferenceDesignValueType.TensionParallelToGrain);
C_i_Fv = m.GetInsizingFactor(ww.ReferenceDesignValueType.ShearParallelToGrain);
C_i_Fc = m.GetInsizingFactor(ww.ReferenceDesignValueType.CompresionParallelToGrain);
C_i_E = m.GetInsizingFactor(ww.ReferenceDesignValueType.ModulusOfElasticity);
}
else if (WoodMemberType.Contains("Sawn") && WoodMemberType.Contains("Timber"))
{
Timber t = new Timber();
C_i_Fb = t.GetInsizingFactor(ww.ReferenceDesignValueType.Bending);
C_i_Ft = t.GetInsizingFactor(ww.ReferenceDesignValueType.TensionParallelToGrain);
C_i_Fv = t.GetInsizingFactor(ww.ReferenceDesignValueType.ShearParallelToGrain);
C_i_Fc = t.GetInsizingFactor(ww.ReferenceDesignValueType.CompresionParallelToGrain);
C_i_E = t.GetInsizingFactor(ww.ReferenceDesignValueType.ModulusOfElasticity);
}
else
{
throw new Exception("Wood member type not supported.");
}
}
return(new Dictionary <string, object>
{
{ "C_i_Fb", C_i_Fb }
, { "C_i_Ft", C_i_Ft }
, { "C_i_Fv", C_i_Fv }
, { "C_i_Fc", C_i_Fc }
, { "C_i_E", C_i_E }
});
}
public void ReturnsSizeFactorDimensionalLumber()
{
CalcLog log = new CalcLog();
DimensionalLumber m = new DimensionalLumber();
double b = 1.5;
double d = 5.5;
double C_F = m.GetSizeFactor(d, b, Wood.NDS.Entities.SawnLumberType.DimensionLumber, Wood.NDS.Entities.CommercialGrade.No2,
Wood.NDS.Entities.ReferenceDesignValueType.Bending);
double refValue = 1.3;
double actualTolerance = EvaluateActualTolerance(C_F, refValue);
Assert.True(actualTolerance <= tolerance);
}
public void ReturnsSizeFactorDimensionalLumber()
{
CalcLog log = new CalcLog();
DimensionalLumber m = new DimensionalLumber();
double b = 1.5;
double d = 5.5;
double C_F = m.GetSizeFactor(d, b, Wood.NDS.Entities.SawnLumberType.DimensionLumber, Wood.NDS.Entities.CommercialGrade.No2,
Wood.NDS.Entities.ReferenceDesignValueType.Bending);
double refValue = 1.3;
double actualTolerance = EvaluateActualTolerance(C_F, refValue);
Assert.LessOrEqual(actualTolerance, tolerance);
}
public static Dictionary <string, object> TimeEffectFactor(string LoadCombinationType, bool IsConnection = false, bool IsTreated = false,
string WoodMemberType = "SawnDimensionLumber", string Code = "NDS2015")
{
//Default values
double lambda = 0;
//Calculation logic:
Kodestruct.Wood.NDS.LoadCombinationType _loadCombinationType;
bool IsValidLoadComboString = Enum.TryParse(LoadCombinationType, true, out _loadCombinationType);
if (IsValidLoadComboString == false)
{
throw new Exception("Failed to convert string. Errormessage. Please check input");
}
if (WoodMemberType.Contains("Sawn") && WoodMemberType.Contains("Lumber"))
{
//GetTimeEffectFactor
DimensionalLumber m = new DimensionalLumber();
lambda = m.GetTimeEffectFactor(_loadCombinationType, IsConnection, IsTreated);
}
else if (WoodMemberType.Contains("Sawn") && WoodMemberType.Contains("Timber"))
{
Timber t = new Timber();
lambda = t.GetTimeEffectFactor(_loadCombinationType, IsConnection, IsTreated);
}
else
{
throw new Exception("Wood member type not supported.");
}
return(new Dictionary <string, object>
{
{ "lambda", lambda }
});
}
public static Dictionary<string, object> RepetitiveMemberFactor(double t =1.5, double s_member=24, bool IsRepetitiveMember=false,
string WoodMemberType = "SawnDimensionLumber", string Code = "NDS2015")
{
//Default values
double C_r = 0;
//Calculation logic:
if (WoodMemberType.Contains("Sawn") && WoodMemberType.Contains("Lumber"))
{
DimensionalLumber m = new DimensionalLumber();
string memberType = WoodMemberType.TrimStart("Sawn".ToCharArray());
SawnLumberType sawnLumberType;
bool IsValidSawnLumberTypeString = Enum.TryParse(memberType, true, out sawnLumberType);
if (IsValidSawnLumberTypeString == false)
{
throw new Exception("Failed to convert string. Check string input for sawn lumber type. Please check input");
}
C_r = m.GetRepetitiveMemberFactor(IsRepetitiveMember, s_member, t, sawnLumberType);
}
else if (WoodMemberType.Contains("Sawn") && WoodMemberType.Contains("Timber"))
{
C_r = 1.0;
}
else
{
throw new Exception("Wood member type not supported.");
}
return new Dictionary<string, object>
{
{ "C_r", C_r }
};
}
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);
}
public static Dictionary <string, object> AdjustedModulusOfElasticity(double E, double C_M_E, double C_t, double C_i_E,
string WoodMemberType = "SawnDimensionLumber", string Code = "NDS2015")
{
//Default values
double E_prime = 0;
//Calculation logic:
if (WoodMemberType.Contains("Sawn") && WoodMemberType.Contains("Lumber"))
{
DimensionalLumber m = new DimensionalLumber();
E_prime = m.GetAdjustedModulusOfElasticity(E, C_M_E, C_t, C_i_E);
}
else
{
throw new Exception("Wood member type not supported.");
}
return(new Dictionary <string, object>
{
{ "E_prime", E_prime }
});
}
public static Dictionary <string, object> RepetitiveMemberFactor(double t = 1.5, double s_member = 24, bool IsRepetitiveMember = false,
string WoodMemberType = "SawnDimensionLumber", string Code = "NDS2015")
{
//Default values
double C_r = 0;
//Calculation logic:
if (WoodMemberType.Contains("Sawn") && WoodMemberType.Contains("Lumber"))
{
DimensionalLumber m = new DimensionalLumber();
string memberType = WoodMemberType.TrimStart("Sawn".ToCharArray());
SawnLumberType sawnLumberType;
bool IsValidSawnLumberTypeString = Enum.TryParse(memberType, true, out sawnLumberType);
if (IsValidSawnLumberTypeString == false)
{
throw new Exception("Failed to convert string. Check string input for sawn lumber type. Please check input");
}
C_r = m.GetRepetitiveMemberFactor(IsRepetitiveMember, s_member, t, sawnLumberType);
}
else if (WoodMemberType.Contains("Sawn") && WoodMemberType.Contains("Timber"))
{
C_r = 1.0;
}
else
{
throw new Exception("Wood member type not supported.");
}
return(new Dictionary <string, object>
{
{ "C_r", C_r }
});
}
public static Dictionary<string, object> AdjustedMinimumModulusOfElasticity(double E_min,double C_M_E,double C_t,double C_i_E,double C_T,
string WoodMemberType = "SawnDimensionLumber", string Code = "NDS2015")
{
//Default values
double E_min_prime = 0;
//Calculation logic:
if (WoodMemberType.Contains("Sawn") && WoodMemberType.Contains("Lumber"))
{
DimensionalLumber m = new DimensionalLumber();
E_min_prime = m.GetAdjustedMinimumModulusOfElasticityForStability(E_min, C_M_E, C_t, C_i_E, C_T);
}
else
{
throw new Exception("Wood member type not supported.");
}
return new Dictionary<string, object>
{
{ "E_min_prime", E_min_prime }
};
}
public static Dictionary <string, object> BeamStabilityFactor(double b, double d, double F_b, double E_min, double l_e, double C_M_Fb, double C_M_E, double C_t_Fb, double C_t_E, double C_F_Fb, double C_i_Fb, double C_i_E, double C_r, double C_T, double lambda, string WoodMemberType, string Code)
{
//Default values
double C_L = 0;
//Calculation logic:
if (WoodMemberType.Contains("Sawn") && WoodMemberType.Contains("Lumber"))
{
DimensionalLumber m = new DimensionalLumber();
C_L = m.GetStabilityFactor(b, d, F_b, E_min, l_e, C_M_Fb, C_M_E, C_t_Fb, C_t_Fb, C_F_Fb, C_i_Fb, C_i_E, C_r, C_T, lambda);
}
else
{
throw new Exception("Wood member type not supported.");
}
return(new Dictionary <string, object>
{
{ "C_L", C_L }
});
}
public static Dictionary <string, object> WetServiceFactor(string ServiceMoistureCondition, double F_ref, double C_F,
string WoodMemberType = "SawnDimensionLumber", string Code = "NDS2015")
{
//Default values
double C_M_Fb = 0;
double C_M_Ft = 0;
double C_M_Fv = 0;
double C_M_Fc = 0;
double C_M_E = 0;
//Calculation logic:
if (WoodMemberType.Contains("Sawn"))
{
SawnLumberType sawnLumberType;
string memberType = WoodMemberType.TrimStart("Sawn".ToCharArray());
bool IsValidSawnLumberTypeString = Enum.TryParse(memberType, true, out sawnLumberType);
if (IsValidSawnLumberTypeString == false)
{
throw new Exception("Failed to convert string. Check string input for sawn lumber type. Please check input");
}
if (WoodMemberType.Contains("Lumber"))
{
DimensionalLumber m = new DimensionalLumber();
C_M_Fb = m.GetWetServiceFactor(ReferenceDesignValueType.Bending, F_ref, C_F, sawnLumberType);
C_M_Ft = m.GetWetServiceFactor(ReferenceDesignValueType.TensionParallelToGrain, F_ref, C_F, sawnLumberType);
C_M_Fv = m.GetWetServiceFactor(ReferenceDesignValueType.ShearParallelToGrain, F_ref, C_F, sawnLumberType);
C_M_Fc = m.GetWetServiceFactor(ReferenceDesignValueType.CompresionParallelToGrain, F_ref, C_F, sawnLumberType);
C_M_E = m.GetWetServiceFactor(ReferenceDesignValueType.ModulusOfElasticity, F_ref, C_F, sawnLumberType);
}
else if (WoodMemberType.Contains("Timber"))
{
Timber t = new Timber();
C_M_Fb = t.GetWetServiceFactor(ReferenceDesignValueType.Bending, F_ref, C_F, sawnLumberType);
C_M_Ft = t.GetWetServiceFactor(ReferenceDesignValueType.TensionParallelToGrain, F_ref, C_F, sawnLumberType);
C_M_Fv = t.GetWetServiceFactor(ReferenceDesignValueType.ShearParallelToGrain, F_ref, C_F, sawnLumberType);
C_M_Fc = t.GetWetServiceFactor(ReferenceDesignValueType.CompresionParallelToGrain, F_ref, C_F, sawnLumberType);
C_M_E = t.GetWetServiceFactor(ReferenceDesignValueType.ModulusOfElasticity, F_ref, C_F, sawnLumberType);
}
else
{
throw new Exception("Wood member type not supported.");
}
}
else
{
throw new Exception("Wood member type not supported.");
}
return(new Dictionary <string, object>
{
{ "C_M_Fb", C_M_Fb }
, { "C_M_Ft", C_M_Ft }
, { "C_M_Fv", C_M_Fv }
, { "C_M_Fc", C_M_Fc }
, { "C_M_E", C_M_E }
});
}
public static Dictionary<string, object> TemperatureFactor(double Temperature, string ServiceMoistureCondition="Dry",
string WoodMemberType = "SawnDimensionLumber", string Code = "NDS2015")
{
//Default values
double C_t_Fb =1.0;
double C_t_Ft =1.0;
double C_t_Fv =1.0;
double C_t_Fc =1.0;
double C_t_E = 1.0;
//Calculation logic:
ww.ServiceMoistureConditions moistureCondition;
bool IsValidInputString = Enum.TryParse(ServiceMoistureCondition, true, out moistureCondition);
if (IsValidInputString == false)
{
throw new Exception("Failed to convert string. Moisture condition string is invalid. Please check input");
}
if (WoodMemberType.Contains("Sawn") && WoodMemberType.Contains("Lumber"))
{
DimensionalLumber m = new DimensionalLumber();
C_t_Fb = m.GetTemperatureFactorCt(ww.ReferenceDesignValueType.Bending, Temperature, moistureCondition);
C_t_Ft = m.GetTemperatureFactorCt(ww.ReferenceDesignValueType.TensionParallelToGrain, Temperature, moistureCondition);
C_t_Fv = m.GetTemperatureFactorCt(ww.ReferenceDesignValueType.ShearParallelToGrain, Temperature, moistureCondition);
C_t_Fc = m.GetTemperatureFactorCt(ww.ReferenceDesignValueType.CompresionParallelToGrain, Temperature, moistureCondition);
C_t_E = m.GetTemperatureFactorCt(ww.ReferenceDesignValueType.ModulusOfElasticity, Temperature, moistureCondition);
}
else if (WoodMemberType.Contains("Sawn") && WoodMemberType.Contains("Timber"))
{
Timber t = new Timber();
C_t_Fb = t.GetTemperatureFactorCt(ww.ReferenceDesignValueType.Bending, Temperature, moistureCondition);
C_t_Ft = t.GetTemperatureFactorCt(ww.ReferenceDesignValueType.TensionParallelToGrain, Temperature, moistureCondition);
C_t_Fv = t.GetTemperatureFactorCt(ww.ReferenceDesignValueType.ShearParallelToGrain, Temperature, moistureCondition);
C_t_Fc = t.GetTemperatureFactorCt(ww.ReferenceDesignValueType.CompresionParallelToGrain, Temperature, moistureCondition);
C_t_E = t.GetTemperatureFactorCt(ww.ReferenceDesignValueType.ModulusOfElasticity, Temperature, moistureCondition);
}
else
{
throw new Exception("Wood member type not supported.");
}
return new Dictionary<string, object>
{
{ "C_t_Fb", C_t_Fb },
{ "C_t_Ft", C_t_Ft },
{ "C_t_Fv", C_t_Fv },
{ "C_t_Fc", C_t_Fc },
{ "C_t_E", C_t_E }
};
}
FlatUseFactor(double b, double t, string WoodCommercialGrade,
string WoodMemberType = "SawnDimensionLumber", string Code = "NDS2015")
{
//Default values
double C_fu_Fb = 0.0;
double C_fu_Ft = 0.0;
double C_fu_Fv = 0.0;
double C_fu_Fc = 0.0;
double C_fu_E = 0.0;
//Calculation logic:
CommercialGrade comGr;
bool IsValidComGrString = Enum.TryParse(WoodCommercialGrade, true, out comGr);
if (IsValidComGrString == false)
{
throw new Exception("Failed to convert string. Invalid Id for wood commercial grade. Please check input");
}
if (WoodMemberType.Contains("Sawn") && WoodMemberType.Contains("Lumber"))
{
DimensionalLumber m = new DimensionalLumber();
string memberType = WoodMemberType.TrimStart("Sawn".ToCharArray());
SawnLumberType sawnLumberType;
bool IsValidSawnLumberTypeString = Enum.TryParse(memberType, true, out sawnLumberType);
if (IsValidSawnLumberTypeString == false)
{
throw new Exception("Failed to convert string. Check string input for sawn lumber type. Please check input");
}
C_fu_Fb = m.GetFlatUseFactor(b, t, sawnLumberType, comGr, Kodestruct.Wood.NDS.Entities.ReferenceDesignValueType.Bending);
C_fu_Ft = m.GetFlatUseFactor(b, t, sawnLumberType, comGr, Kodestruct.Wood.NDS.Entities.ReferenceDesignValueType.TensionParallelToGrain);
C_fu_Fv = m.GetFlatUseFactor(b, t, sawnLumberType, comGr, Kodestruct.Wood.NDS.Entities.ReferenceDesignValueType.ShearParallelToGrain);
C_fu_Fc = m.GetFlatUseFactor(b, t, sawnLumberType, comGr, Kodestruct.Wood.NDS.Entities.ReferenceDesignValueType.CompresionParallelToGrain);
C_fu_E = m.GetFlatUseFactor(b, t, sawnLumberType, comGr, Kodestruct.Wood.NDS.Entities.ReferenceDesignValueType.ModulusOfElasticity);
}
else if (WoodMemberType.Contains("Sawn") && WoodMemberType.Contains("Timber"))
{
C_fu_Fb = 1.0;
C_fu_Ft = 1.0;
C_fu_Fv = 1.0;
C_fu_Fc = 1.0;
C_fu_E = 1.0;
}
else if (WoodMemberType.Contains("Sawn") && WoodMemberType.Contains("BeamOrStringer"))
{
throw new Exception("Wood member type not supported.");
}
else
{
throw new Exception("Wood member type not supported.");
}
return(new Dictionary <string, object>
{
{ "C_fu_Fb", C_fu_Fb },
{ "C_fu_Ft", C_fu_Ft },
{ "C_fu_Fv", C_fu_Fv },
{ "C_fu_Fc", C_fu_Fc },
{ "C_fu_E", C_fu_E },
});
}
FlatUseFactor(double b, double t, string WoodCommercialGrade,
string WoodMemberType = "SawnDimensionLumber", string Code = "NDS2015")
{
//Default values
double C_fu_Fb =0.0;
double C_fu_Ft =0.0;
double C_fu_Fv =0.0;
double C_fu_Fc =0.0;
double C_fu_E = 0.0;
//Calculation logic:
CommercialGrade comGr;
bool IsValidComGrString = Enum.TryParse(WoodCommercialGrade, true, out comGr);
if (IsValidComGrString == false)
{
throw new Exception("Failed to convert string. Invalid Id for wood commercial grade. Please check input");
}
if (WoodMemberType.Contains("Sawn") && WoodMemberType.Contains("Lumber"))
{
DimensionalLumber m = new DimensionalLumber();
string memberType = WoodMemberType.TrimStart("Sawn".ToCharArray());
SawnLumberType sawnLumberType;
bool IsValidSawnLumberTypeString = Enum.TryParse(memberType, true, out sawnLumberType);
if (IsValidSawnLumberTypeString == false)
{
throw new Exception("Failed to convert string. Check string input for sawn lumber type. Please check input");
}
C_fu_Fb = m.GetFlatUseFactor(b, t, sawnLumberType, comGr, Wosad.Wood.NDS.Entities.ReferenceDesignValueType.Bending);
C_fu_Ft = m.GetFlatUseFactor(b, t, sawnLumberType, comGr, Wosad.Wood.NDS.Entities.ReferenceDesignValueType.TensionParallelToGrain);
C_fu_Fv = m.GetFlatUseFactor(b, t, sawnLumberType, comGr, Wosad.Wood.NDS.Entities.ReferenceDesignValueType.ShearParallelToGrain);
C_fu_Fc = m.GetFlatUseFactor(b, t, sawnLumberType, comGr, Wosad.Wood.NDS.Entities.ReferenceDesignValueType.CompresionParallelToGrain);
C_fu_E = m.GetFlatUseFactor(b, t, sawnLumberType, comGr, Wosad.Wood.NDS.Entities.ReferenceDesignValueType.ModulusOfElasticity);
}
else if (WoodMemberType.Contains("Sawn") && WoodMemberType.Contains("Timber"))
{
C_fu_Fb =1.0;
C_fu_Ft =1.0;
C_fu_Fv =1.0;
C_fu_Fc =1.0;
C_fu_E = 1.0;
}
else if (WoodMemberType.Contains("Sawn") && WoodMemberType.Contains("BeamOrStringer"))
{
throw new Exception("Wood member type not supported.");
}
else
{
throw new Exception("Wood member type not supported.");
}
return new Dictionary<string, object>
{
{ "C_fu_Fb", C_fu_Fb },
{ "C_fu_Ft", C_fu_Ft },
{ "C_fu_Fv", C_fu_Fv },
{ "C_fu_Fc", C_fu_Fc },
{ "C_fu_E", C_fu_E },
};
}
public static Dictionary<string, object> WetServiceFactor(string ServiceMoistureCondition, double F_ref, double C_F,
string WoodMemberType = "SawnDimensionLumber", string Code = "NDS2015")
{
//Default values
double C_M_Fb = 0;
double C_M_Ft = 0;
double C_M_Fv = 0;
double C_M_Fc = 0;
double C_M_E = 0;
//Calculation logic:
if (WoodMemberType.Contains("Sawn"))
{
SawnLumberType sawnLumberType;
string memberType = WoodMemberType.TrimStart("Sawn".ToCharArray());
bool IsValidSawnLumberTypeString = Enum.TryParse(memberType, true, out sawnLumberType);
if (IsValidSawnLumberTypeString == false)
{
throw new Exception("Failed to convert string. Check string input for sawn lumber type. Please check input");
}
if ( WoodMemberType.Contains("Lumber"))
{
DimensionalLumber m = new DimensionalLumber();
C_M_Fb = m.GetWetServiceFactor(ReferenceDesignValueType.Bending,F_ref,C_F,sawnLumberType);
C_M_Ft = m.GetWetServiceFactor(ReferenceDesignValueType.TensionParallelToGrain, F_ref, C_F, sawnLumberType);
C_M_Fv = m.GetWetServiceFactor(ReferenceDesignValueType.ShearParallelToGrain, F_ref, C_F, sawnLumberType);
C_M_Fc = m.GetWetServiceFactor(ReferenceDesignValueType.CompresionParallelToGrain, F_ref, C_F, sawnLumberType);
C_M_E = m.GetWetServiceFactor(ReferenceDesignValueType.ModulusOfElasticity, F_ref, C_F, sawnLumberType);
}
else if ( WoodMemberType.Contains("Timber"))
{
Timber t = new Timber();
C_M_Fb = t.GetWetServiceFactor(ReferenceDesignValueType.Bending,F_ref,C_F,sawnLumberType);
C_M_Ft = t.GetWetServiceFactor(ReferenceDesignValueType.TensionParallelToGrain, F_ref, C_F, sawnLumberType);
C_M_Fv = t.GetWetServiceFactor(ReferenceDesignValueType.ShearParallelToGrain, F_ref, C_F, sawnLumberType);
C_M_Fc = t.GetWetServiceFactor(ReferenceDesignValueType.CompresionParallelToGrain, F_ref, C_F, sawnLumberType);
C_M_E = t.GetWetServiceFactor(ReferenceDesignValueType.ModulusOfElasticity, F_ref, C_F, sawnLumberType);
}
else
{
throw new Exception("Wood member type not supported.");
}
}
else
{
throw new Exception("Wood member type not supported.");
}
return new Dictionary<string, object>
{
{ "C_M_Fb", C_M_Fb }
,{ "C_M_Ft", C_M_Ft }
,{ "C_M_Fv", C_M_Fv }
,{ "C_M_Fc", C_M_Fc }
,{ "C_M_E", C_M_E }
};
}
