public void BoltReturnsNominalTensileStress() { BoltFactory bf = new BoltFactory("A325"); IBoltMaterial material = bf.GetBoltMaterial(); double F_nt = material.GetNominalTensileStress(BoltThreadCase.Included); Assert.AreEqual(90.0, F_nt); }
public void BoltReturnsNominalTensileStressStringInput() { BoltFactory bf = new BoltFactory("A325"); IBoltMaterial material = bf.GetBoltMaterial(); double F_nt = material.GetNominalTensileStress("N"); Assert.AreEqual(90.0, F_nt); }
public void BoltReturnsNominalShearStressStringInput() { BoltFactory bf = new BoltFactory("A325"); IBoltMaterial material = bf.GetBoltMaterial(); double F_nv = material.GetNominalShearStress("N"); Assert.AreEqual(54.0, F_nv); }
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 void GetNominalTensileStrengthModifiedToIncludeTheEffectsOfShearStress() { BoltFactory bf = new BoltFactory("A325"); BoltBearingGroupA bolt = new BoltBearingGroupA(3.0 / 4.0, BoltThreadCase.Included, null); double V = 8.0; double phi_R_n = bolt.GetAvailableTensileStrength(V); Assert.AreEqual(25.4, 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> BearingBoltNominalShearStress(string BoltMaterialId, string BoltThreadCase, string Code = "AISC360-10") { //Default values double F_nv = 0; //Calculation logic: BoltFactory bf = new BoltFactory(BoltMaterialId); IBoltMaterial material = bf.GetBoltMaterial(); F_nv = material.GetNominalShearStress(BoltThreadCase); return new Dictionary<string, object> { { "F_nv", F_nv } }; }
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 } }; }
public static Dictionary<string, object> SlipCriticalBoltCombinedTensionAndShear(double d_b, double T_u, string BoltMaterialId, string BoltHoleType, string BoltFillerCase = "One", string BoltFayingSurfaceClass = "ClassA", double NumberShearPlanes = 1, string Code = "AISC360-10") { //Default values double phiR_nModified = 0; BoltFayingSurfaceClass SurfaceClass = ParseSurfaceClass(BoltFayingSurfaceClass); BoltFillerCase FillerCase = ParseFillerCase(BoltFillerCase); b.BoltHoleType HoleType = ParseBoltHoleType(BoltHoleType); //Calculation logic: BoltFactory bf = new BoltFactory(BoltMaterialId); IBoltSlipCritical bolt = bf.GetSlipCriticalBolt(d_b, BoltThreadCase.Included, SurfaceClass, HoleType, FillerCase, NumberShearPlanes); phiR_nModified = bolt.GetReducedSlipResistance(T_u); return new Dictionary<string, object> { { "phiR_nModified", phiR_nModified } }; }