public void FilletWeldReturnsUnitStrengthWithoutBaseMetal()
{
FilletWeld weld = new FilletWeld(0, 0, 70, 1 / 16.0, 0, 1);
double phiF_nw = weld.GetStrength(WeldLoadType.WeldShear, 0, true);
double refValue = 1.392;
double actualTolerance = EvaluateActualTolerance(phiF_nw, refValue);
Assert.LessOrEqual(actualTolerance, tolerance);
}
public void WeldConcentricLoadAtAngleReturnsValue()
{
FilletWeld weld = new FilletWeld(50, 65, 70, 5.0 / 16.0, 2.0, 2.0); //L = 2 because Example uses 2 sided welds
double phiF_nw = weld.GetStrength(WeldLoadType.WeldShear, 60.0, false);
double refValue = 19.5;
double actualTolerance = EvaluateActualTolerance(phiF_nw, refValue);
Assert.LessOrEqual(actualTolerance, tolerance);
}
public void FilletWeldReturnsUnitStrength()
{
FilletWeld weld = new FilletWeld(50, 65, 70, 1 / 16.0, 100, 1);
double phiF_nw = weld.GetStrength(WeldLoadType.WeldShear, 0, false);
double refValue = 1.392;
double actualTolerance = EvaluateActualTolerance(phiF_nw, refValue);
Assert.True(actualTolerance <= tolerance);
}
public virtual double GetStrength(bool IgnoreDirectionalityEffects = false)
{
FilletWeld weld = new FilletWeld(0, 0, this.ElectrodeStrength, this.Leg, 0, Length);
double phiR_n = 0;
if (IgnoreDirectionalityEffects == true)
{
phiR_n = weld.GetStrength(WeldLoadType.WeldShear, 0, true);
}
else
{
phiR_n = weld.GetStrength(WeldLoadType.WeldShear, theta, true);
}
return(phiR_n);
}