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 }
});
}
