public void TensionAffectedElementReturnsValue()
{
AffectedElementInTension el = new AffectedElementInTension(50, 65);
double phiRn = el.GetTensileCapacity(2.0, 1.0);
double refValue = 0.75 * 65 * 1;
double actualTolerance = EvaluateActualTolerance(phiRn, refValue);
Assert.LessOrEqual(actualTolerance, tolerance);
}
public static Dictionary <string, object> ConnectedElementStrengthInTension(double A_g, double F_y, double F_u, double A_e, string Code = "AISC360-10")
{
//Default values
double phiR_n = 0;
//Calculation logic:
AffectedElementInTension element = new AffectedElementInTension(F_y, F_u);
phiR_n = element.GetTensileCapacity(A_g, A_e);
return(new Dictionary <string, object>
{
{ "phiR_n", phiR_n }
});
}
