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 } }; }