SteelMaterialCatalog GetSteelMaterial(string SteelMaterialId, double d_b)
{
CalcLog cl = new CalcLog();
SteelMaterialCatalog sm = new SteelMaterialCatalog(SteelMaterialId, d_b, cl);
return(sm);
}
public static Dictionary <string, object> MaterialMechanicalProperties(string SteelMaterialId, double d_b = 0, string Code = "AISC360-10")
{
//Default values
double F_y = 0;
double F_u = 0;
double E = 0;
double G = 0;
//Calculation logic:
CalcLog cl = new CalcLog();
SteelMaterialCatalog sm = new SteelMaterialCatalog(SteelMaterialId, d_b, cl);
F_y = sm.YieldStress;
F_u = sm.UltimateStress;
E = sm.ModulusOfElasticity;
G = sm.ShearModulus;
return(new Dictionary <string, object>
{
{ "F_y", F_y }
, { "F_u", F_u }
, { "E", E }
, { "G", G }
});
}
public void A572Gr50SteelReturnsG()
{
string SteelMaterialId = "A529Grade50";
double d_b = 0.0;
SteelMaterialCatalog sm = GetSteelMaterial(SteelMaterialId, d_b);
double G = sm.ShearModulus;
Assert.AreEqual(11200.0, G);
}
public void A572Gr50SteelReturnsE()
{
string SteelMaterialId = "A529Grade50";
double d_b = 0.0;
SteelMaterialCatalog sm = GetSteelMaterial(SteelMaterialId, d_b);
double E = sm.ModulusOfElasticity;
Assert.AreEqual(29000.0, E);
}
public void A572Gr50SteelReturnsF_u()
{
string SteelMaterialId = "A529Grade50";
double d_b = 0.0;
SteelMaterialCatalog sm = GetSteelMaterial(SteelMaterialId, d_b);
double F_u = sm.UltimateStress;
Assert.AreEqual(65.0, F_u);
}
public void A572Gr50SteelReturnsF_y()
{
string SteelMaterialId = "A529Grade50";
double d_b = 0.75;
SteelMaterialCatalog sm = GetSteelMaterial(SteelMaterialId, d_b);
double F_y = sm.YieldStress;
Assert.AreEqual(50.0, F_y);
}
public void A992SteelReturnsF_y()
{
string SteelMaterialId = "A992";
double d_b = 0.0;
SteelMaterialCatalog sm = GetSteelMaterial(SteelMaterialId, d_b);
double F_y = sm.YieldStress;
Assert.AreEqual(50.0, F_y);
}
public void A992SteelReturnsF_yWithSpecifiedWrongDiameter()
{
string SteelMaterialId = "A992";
double d_b = 100.0;
SteelMaterialCatalog sm = GetSteelMaterial(SteelMaterialId, d_b);
double F_y = sm.YieldStress;
Assert.AreEqual(50.0, F_y);
}
