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 },
};
}
