//Direct Strength Method F.3-2 public AluminumLimitStateValue GetLocalBucklingStrength(double b, double t, LateralSupportType LateralSupportType, FlexuralCompressionFiberPosition CompressionLocation, WeldCase WeldCase, SubElementType SubElementType = SubElementType.Flat) { double S_xc = GetSectionModulusCompressionSxc(CompressionLocation); double M_np = this.GetPlasticMoment(); FlexuralLocalBucklingElement LocalElement = new FlexuralLocalBucklingElement(this.Section.Material, b, t, LateralSupportType, M_np, S_xc, WeldCase, SubElementType); double F_b = LocalElement.GetCriticalStress(); double M_n = S_xc * F_b; AluminumLimitStateValue Y = GetFlexuralYieldingStrength(CompressionLocation); bool applicable; double val; if (M_n > Y.Value) { applicable = false; val = -1.0; } else { applicable = true; val = 0.9 * M_n; } return(new AluminumLimitStateValue(val, applicable)); }
public static Dictionary <string, object> FlexuralYieldingAndRupture(CustomProfile Shape, AluminumMaterial AluminumMaterial, string FlexuralCompressionLocation = "Top", string Code = "AA2015") { //Default values double phiM_n = 0; FlexuralCompressionFiberPosition FlexuralCompression; //Calculation logic: bool IsValidStringCompressionLoc = Enum.TryParse(FlexuralCompressionLocation, true, out FlexuralCompression); if (IsValidStringCompressionLoc == false) { throw new Exception("Flexural compression location selection not recognized. Check input string."); } AluminumFlexuralMember m = new AluminumFlexuralMember(); Kodestruct.Aluminum.AA.AA2015.AluminumMaterial a = new Kodestruct.Aluminum.AA.AA2015.AluminumMaterial( AluminumMaterial.Alloy, AluminumMaterial.Temper, AluminumMaterial.ThicknessRange, AluminumMaterial.ProductType); m.Section = new AluminumSection(a, Shape.Section); AluminumLimitStateValue ls_Y = m.GetFlexuralYieldingStrength(FlexuralCompression); AluminumLimitStateValue ls_R = m.GetFlexuralRuptureStrength(); phiM_n = Math.Min(ls_Y.Value, ls_R.Value); return(new Dictionary <string, object> { { "phiM_n", phiM_n } }); }
public static Dictionary <string, object> FlexuralLocalBucklingCriticalStress(CustomProfile Shape, AluminumMaterial AluminumMaterial, double b, double t, string LateralSupportType, string FlexuralCompressionLocation = "Top", string WeldCaseId = "NotAffected", string SectionSubElementType = "Flat", string Code = "AA2015") { //Default values double F_b = 0; //Calculation logic: FlexuralCompressionFiberPosition FlexuralCompression; //Calculation logic: bool IsValidStringCompressionLoc = Enum.TryParse(FlexuralCompressionLocation, true, out FlexuralCompression); if (IsValidStringCompressionLoc == false) { throw new Exception("Flexural compression location selection not recognized. Check input string."); } Kodestruct.Aluminum.AA.Entities.Enums.LateralSupportType LateralSupportTypeParsed; bool IsValidLateralSupportType = Enum.TryParse(LateralSupportType, true, out LateralSupportTypeParsed); if (IsValidLateralSupportType == false) { throw new Exception("Failed to convert string. LateralSupportType shall be OneEdge or BothEdges. Please check input"); } WeldCase WeldCaseParsed; bool IsValidWeldCase = Enum.TryParse(WeldCaseId, true, out WeldCaseParsed); if (IsValidWeldCase == false) { throw new Exception("Failed to convert string. WeldCase shall be NotAffected or WeldAffected. Please check input"); } SubElementType SubElementType; bool IsValidInputString = Enum.TryParse(SectionSubElementType, true, out SubElementType); if (IsValidInputString == false) { throw new Exception("Failed to convert string. Currently supported value is Flat. Please check input"); } AluminumFlexuralMember m = new AluminumFlexuralMember(); Kodestruct.Aluminum.AA.AA2015.AluminumMaterial a = new Kodestruct.Aluminum.AA.AA2015.AluminumMaterial( AluminumMaterial.Alloy, AluminumMaterial.Temper, AluminumMaterial.ThicknessRange, AluminumMaterial.ProductType); m.Section = new AluminumSection(a, Shape.Section); AluminumLimitStateValue ls_LB = m.GetLocalBucklingFlexuralCriticalStress(b, t, LateralSupportTypeParsed, FlexuralCompression, WeldCaseParsed, SubElementType); F_b = ls_LB.Value; return(new Dictionary <string, object> { { "F_b", F_b } }); }