public void DougFirReturnsBendingReferenceValue()
{
CalcLog log = new CalcLog();
VisuallyGradedDimensionLumber dl = new VisuallyGradedDimensionLumber("DOUGLAS FIR-LARCH (NORTH)",
"Stud", "2 in. & wider", log);
double F_b = dl.F_b;
double refValue = 650.0;
double actualTolerance = EvaluateActualTolerance(F_b, refValue);
Assert.LessOrEqual(actualTolerance, tolerance);
}
public static Dictionary<string, object> ReferenceValues(string WoodSpeciesId, string CommercialGradeId, string SizeClassId="2 in. & wider",
string WoodMemberType = "SawnDimensionLumber",
string Code = "NDS2015")
{
//Default values
double F_b = 0;
double F_c = 0;
double F_t = 0;
double F_v = 0;
double E = 0;
double E_min = 0;
double F_cPerp = 0;
double G = 0.0;
//Calculation logic:
if (WoodMemberType.Contains("Sawn") && WoodMemberType.Contains("Lumber"))
{
CalcLog log = new CalcLog();
VisuallyGradedDimensionLumber dl = new VisuallyGradedDimensionLumber(WoodSpeciesId,
CommercialGradeId, SizeClassId, log);
F_b = dl.F_b/1000.0; //All Dynamo nodes use ksi units by default
F_c = dl.F_cParal / 1000.0; //All Dynamo nodes use ksi units by default
F_t = dl.F_t / 1000.0; //All Dynamo nodes use ksi units by default
F_v = dl.F_v / 1000.0; //All Dynamo nodes use ksi units by default
E = dl.E / 1000.0; //All Dynamo nodes use ksi units by default
E_min = dl.E_min / 1000.0; //All Dynamo nodes use ksi units by default
F_cPerp = dl.F_cPerp / 1000.0; //All Dynamo nodes use ksi units by default
G = dl.G;
}
else
{
throw new Exception("Wood member type not supported.");
}
return new Dictionary<string, object>
{
{ "F_b", F_b }
,{ "F_c", F_c }
,{ "F_t", F_t }
,{ "F_v", F_v }
,{ "E", E }
,{ "E_min", E_min }
,{ "F_cPerp", F_cPerp }
,{ "G", G }
};
}
