public void GetNominalTensileStrengthModifiedToIncludeTheEffectsOfShearStressDG29()
{
BoltFactory bf = new BoltFactory("A325");
IBoltBearing bolt = bf.GetBearingBolt(7.0 / 8.0, "N");
double V = 8.05;
double phi_R_n = bolt.GetAvailableTensileStrength(V);
Assert.AreEqual(39.3, Math.Round(phi_R_n, 1));
}
public static Dictionary<string, object> ModifiedBoltShearStrength(double V_u,double d_b,string BoltMaterialId,
string BoltThreadCase, string Code = "AISC360-10")
{
//Default values
double phiR_nt_modified = 0.0;
//Calculation logic:
BoltFactory bf = new BoltFactory(BoltMaterialId);
IBoltBearing bolt = bf.GetBearingBolt(d_b, BoltThreadCase);
phiR_nt_modified = bolt.GetAvailableTensileStrength(V_u);
return new Dictionary<string, object>
{
{"phiR_nt_modified", phiR_nt_modified}
};
}
public static Dictionary<string, object> BearingBoltShearStrength(double d_b, string BoltMaterialId, string BoltThreadCase,
double NumberShearPlanes, bool IsEndLoadedConnectionWithLengthEfect = false, string Code = "AISC360-10")
{
//Default values
double phiR_nv = 0;
//Calculation logic:
BoltFactory bf = new BoltFactory(BoltMaterialId);
IBoltBearing bolt = bf.GetBearingBolt(d_b, BoltThreadCase);
phiR_nv = bolt.GetAvailableShearStrength(NumberShearPlanes, IsEndLoadedConnectionWithLengthEfect);
return new Dictionary<string, object>
{
{ "phiR_nv", phiR_nv }
};
}