public static Dictionary <string, object> BearingStrengthAtBoltHole(string BoltHoleType, double l_c, double F_u, double F_y, double d_b, double t,
string BoltHoleDeformationType = "ConsideredUnderServiceLoad", bool IsUnstiffenedHollowSection = false, string Code = "AISC360-10")
{
//Default values
double phiR_nv = 0;
BoltHoleType holeType;
bool IsValidString = Enum.TryParse(BoltHoleType, true, out holeType);
if (IsValidString == true)
{
BoltHoleDeformationType deformationType;
bool IsValidDeformationType = Enum.TryParse(BoltHoleDeformationType, true, out deformationType);
if (IsValidDeformationType == true)
{
AffectedElementWithHoles element = new AffectedElementWithHoles();
phiR_nv = element.GetBearingStrengthAtBoltHole(l_c, d_b, t, F_y, F_u, holeType, deformationType, IsUnstiffenedHollowSection);
}
else
{
throw new Exception("Invalid Bolt Hole Deformation Type string");
}
}
else
{
throw new Exception("Invalid bolt hole type string");
}
return(new Dictionary <string, object>
{
{ "phiR_nv", phiR_nv }
});
}
public void BoltBearingEndBoltsReturnsValue()
{
AffectedElementWithHoles element = new AffectedElementWithHoles();
double phiR_n = element.GetBearingStrengthAtBoltHole(1.03, 7.0 / 8.0, 1, 50.0, 65.0, BoltHoleType.STD, BoltHoleDeformationType.ConsideredUnderServiceLoad, false);
double refValue = 60.3;
double actualTolerance = EvaluateActualTolerance(phiR_n, refValue);
Assert.LessOrEqual(actualTolerance, tolerance);
}
public void BoltBearingInnerBoltsReturnsValue()
{
AffectedElementWithHoles element = new AffectedElementWithHoles();
double phiR_n = element.GetBearingStrengthAtBoltHole(2.06, 7.0 / 8.0, 1, 50.0, 65.0, BoltHoleType.STD, BoltHoleDeformationType.ConsideredUnderServiceLoad, false);
double refValue = 102.0;
double actualTolerance = EvaluateActualTolerance(phiR_n, refValue);
Assert.True(actualTolerance <= tolerance);
}
public static Dictionary <string, object> BoltGroupBearingStrength(double N_BoltRowParallel, double N_BoltRowPerpendicular, double phiR_nFirstRow, double phiR_nInnerRow, string Code = "AISC360-10")
{
//Default values
double phiR_n = 0;
//Calculation logic:
AffectedElementWithHoles el = new AffectedElementWithHoles();
phiR_n = el.GetBoltGroupBearingStrength(N_BoltRowParallel, N_BoltRowPerpendicular, phiR_nFirstRow, phiR_nInnerRow);
return(new Dictionary <string, object>
{
{ "phiR_n", phiR_n }
});
}
