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 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 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;
}
public IWeld GetWeld(WeldType weldType,double F_y, double F_u, double F_EXX, double Size, double A_nBase, double Length)
{
IWeld weld =null;
switch (weldType)
{
case WeldType.CJP:
weld = new CJPGrooveWeld(F_y, F_u, F_EXX, Size, A_nBase, Length);
break;
case WeldType.PJP:
weld = new PJPGrooveWeld(F_y, F_u, F_EXX, Size, A_nBase, Length);
break;
case WeldType.Fillet:
weld = new FilletWeld(F_y, F_u, F_EXX, Size, A_nBase, Length);
break;
}
return weld;
}
public IWeld GetWeld(WeldType weldType, double F_y, double F_u, double F_EXX, double Size, double A_nBase, double Length)
{
IWeld weld = null;
switch (weldType)
{
case WeldType.CJP:
weld = new CJPGrooveWeld(F_y, F_u, F_EXX, Size, A_nBase, Length);
break;
case WeldType.PJP:
weld = new PJPGrooveWeld(F_y, F_u, F_EXX, Size, A_nBase, Length);
break;
case WeldType.Fillet:
weld = new FilletWeld(F_y, F_u, F_EXX, Size, A_nBase, Length);
break;
}
return(weld);
}
