public ConcreteBreakoutTension( IConcreteMaterial Material, int n, double h_eff, double e_p_Nx, double e_p_Ny, double ev_p, double ca_MIN, double ca_MAX, double s_MAX, double A_nc, AnchorInstallationType AnchorType, ConcreteCrackingCondition ConcreteCondition, AnchorQualification AnchorQualification, double kc_Override, double gamma_c_NOverwrite, CastInAnchorageType CastInAnchorageType, bool HasSupplementalReinforcement ) : base(n, h_eff, AnchorType) { this.Material = Material; this.A_nc = A_nc; this.e_p_Nx =e_p_Nx ; this.e_p_Ny =e_p_Ny ; this.ev_p =ev_p ; this.ca_MIN =ca_MIN ; this.ca_MAX = ca_MAX; this.s_MAX = s_MAX; this.AnchorType=AnchorType ; this.ConcreteCondition = ConcreteCondition; this.AnchorQualification = AnchorQualification; this.kc_Override=kc_Override; this.gamma_c_NOverwrite = gamma_c_NOverwrite; this.HasSupplementalReinforcement = HasSupplementalReinforcement; }
public ConcreteBreakoutTension( IConcreteMaterial Material, int n, double h_eff, double e_p_Nx, double e_p_Ny, double ev_p, double ca_MIN, double ca_MAX, double s_MAX, double A_nc, AnchorInstallationType AnchorType, ConcreteCrackingCondition ConcreteCondition, AnchorQualification AnchorQualification, double kc_Override, double gamma_c_NOverwrite, CastInAnchorageType CastInAnchorageType, bool HasSupplementalReinforcement ) : base(n, h_eff, AnchorType) { this.Material = Material; this.A_nc = A_nc; this.e_p_Nx = e_p_Nx; this.e_p_Ny = e_p_Ny; this.ev_p = ev_p; this.ca_MIN = ca_MIN; this.ca_MAX = ca_MAX; this.s_MAX = s_MAX; this.AnchorType = AnchorType; this.ConcreteCondition = ConcreteCondition; this.AnchorQualification = AnchorQualification; this.kc_Override = kc_Override; this.gamma_c_NOverwrite = gamma_c_NOverwrite; this.HasSupplementalReinforcement = HasSupplementalReinforcement; }
private double GetGamma_c_N(AnchorInstallationType AnchorType, ConcreteCrackingCondition ConcreteCondition, AnchorQualification AnchorQualification, double kc, double gamma_c_NOverwrite) { //17.4.2.6 double Gamma_c_N = 0.0; if (ConcreteCondition == ConcreteCrackingCondition.Cracked) { Gamma_c_N = 1.0; } else { if (AnchorType == AnchorInstallationType.CastInPlace) { Gamma_c_N = 1.25; } else { //post-installed case switch (AnchorQualification) { case AnchorQualification.Conventional: Gamma_c_N = 1.4; break; case AnchorQualification.SpecialForCrackedAndUncrackedConcrete: Gamma_c_N = gamma_c_NOverwrite; break; case AnchorQualification.SpecialForUncrackedConcrete: Gamma_c_N = 1.0; break; default: Gamma_c_N = 1.0; break; } } } return(Gamma_c_N); }
private double GetGamma_c_N(AnchorInstallationType AnchorType, ConcreteCrackingCondition ConcreteCondition, AnchorQualification AnchorQualification, double kc, double gamma_c_NOverwrite) { //17.4.2.6 double Gamma_c_N = 0.0; if (ConcreteCondition == ConcreteCrackingCondition.Cracked) { Gamma_c_N = 1.0; } else { if (AnchorType == AnchorInstallationType.CastInPlace) { Gamma_c_N = 1.25; } else { //post-installed case switch (AnchorQualification) { case AnchorQualification.Conventional: Gamma_c_N = 1.4; break; case AnchorQualification.SpecialForCrackedAndUncrackedConcrete: Gamma_c_N = gamma_c_NOverwrite; break; case AnchorQualification.SpecialForUncrackedConcrete: Gamma_c_N = 1.0; break; default: Gamma_c_N = 1.0; break; } } } return Gamma_c_N; }