public static Dictionary <string, object> EccentricallyLoadedBasePlateMinimumThickness(BasePlateShapeObject BasePlateShape, double P_u, double M_u, string BendingAxis = "Major", double f_anchor = 14
, string Code = "AISC360-10")
{
//Default values
double t_min = 0;
Kodestruct.Steel.AISC.BendingAxis axis;
bool IsValidAxisString = Enum.TryParse(BendingAxis, true, out axis);
if (IsValidAxisString == false)
{
throw new Exception("Failed to convert string. Specify X or Y axis. Please check input");
}
//Calculation logic:
BasePlateEccentricallyLoaded bp = new BasePlateEccentricallyLoaded(BasePlateShape.Plate);
t_min = bp.GetMinimumThicknessEccentricLoadStrongAxis(P_u, M_u, axis, f_anchor);
return(new Dictionary <string, object>
{
{ "t_min", t_min }
});
}
public void BasePlateSmallMomentReturnsMinimumThickness()
{
BasePlateIShape plate = new BasePlateIShape(19, 19, 12.7, 12.2, 4, 36, 0);
BasePlateEccentricallyLoaded bp = new BasePlateEccentricallyLoaded(plate);
double t_pMin = bp.GetMinimumThicknessEccentricLoadStrongAxis(376.0, 940, BendingAxis.Major, 8.0);
double refValue = 1.36;
double actualTolerance = EvaluateActualTolerance(t_pMin, refValue);
Assert.LessOrEqual(actualTolerance, tolerance);
}
