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;
}
