public static Dictionary<string, object> BoltHoleSize(double d_b, string BoltHoleType, bool IsTensionOrShear = true, string Code = "AISC360-10")
{
//Default values
double d_hole = 0;
double b_hole = 0;
BoltHoleType holeType;
bool IsValidString =Enum.TryParse(BoltHoleType, true, out holeType);
if (IsValidString == true)
{
b.BoltGeneral b = new b.BoltGeneral(d_b, 0, 0);
d_hole = b.GetBoltHoleWidth(holeType, IsTensionOrShear);
b_hole = b.GetBoltHoleLength(holeType, IsTensionOrShear);
}
else
{
throw new Exception("Bolt hole calculation failed. Invalid hole type designation.");
}
return new Dictionary<string, object>
{
{ "d_hole", d_hole },
{ "b_hole", b_hole }
};
}
public void BoltHoleSSLReturnsLength()
{
b.BoltGeneral b = new b.BoltGeneral(0.75, 0, 0);
double d_l = b.GetBoltHoleLength(BoltHoleType.SSL_Parallel, false);
Assert.AreEqual(1.0, d_l);
}
public void BoltHoleSSLReturnsWidth()
{
b.BoltGeneral b = new b.BoltGeneral(0.75, 0, 0);
double d_h = b.GetBoltHoleWidth(BoltHoleType.SSL_Parallel, false);
Assert.AreEqual(13.0 / 16.0, d_h);
}
public void BoltHoleOVSReturnsSize()
{
b.BoltGeneral b = new b.BoltGeneral(0.75, 0, 0);
double d_h = b.GetBoltHoleWidth(BoltHoleType.OVS, false);
Assert.AreEqual(15.0 / 16.0, d_h);
}
private double GetM_max(double F_nv, double d_b, double C_prime)
{
BoltGeneral b = new BoltGeneral(d_b, F_nv, 0);
double A_b = b.Area;
double M_max = F_nv/(0.9)*(A_b*C_prime); //AISC Manual Equation 10-4
return M_max;
}
public void BoltHoleSSLReturnsLength()
{
b.BoltGeneral b = new b.BoltGeneral(0.75, 0, 0);
double d_l = b.GetBoltHoleLength(BoltHoleType.SSL_Parallel, false);
Assert.AreEqual(1.0, d_l);
}
public void BoltHoleSSLReturnsWidth()
{
b.BoltGeneral b = new b.BoltGeneral(0.75, 0, 0);
double d_h = b.GetBoltHoleWidth(BoltHoleType.SSL_Parallel, false);
Assert.AreEqual(13.0 / 16.0, d_h);
}
public void BoltHoleOVSReturnsSize()
{
b.BoltGeneral b = new b.BoltGeneral(0.75, 0, 0);
double d_h = b.GetBoltHoleWidth(BoltHoleType.OVS, false);
Assert.AreEqual(15.0 / 16.0, d_h);
}