public AnchorSteelShear(
int n,
double f_uta,
double f_ya,
double A_se_N,
AnchorSteelElementFailureType SteelElementFailureType,
AnchorInstallationType AnchorType, CastInAnchorageType CastInAnchorageType)
: base(n, f_uta, f_ya, A_se_N, SteelElementFailureType, AnchorType)
{
}
public AnchorSteelShear(
int n,
double f_uta,
double f_ya,
double A_se_N,
AnchorSteelElementFailureType SteelElementFailureType,
AnchorInstallationType AnchorType, CastInAnchorageType CastInAnchorageType)
: base(n, f_uta, f_ya, A_se_N, SteelElementFailureType, AnchorType)
{
}
//The basic concrete breakout strength of a single anchor in tension in cracked concrete per 17.4.2.2
private double GetNb(CastInAnchorageType CastInAnchorageType, double hef_used, double fc, double lambda, double kc)
{
double Nb;
if (CastInAnchorageType == CastInAnchorageType.HeadedBolt || CastInAnchorageType == CastInAnchorageType.HeadedStud)
{
if (hef_used >= 11 || hef_used <= 25)
{
//17.4.2.2b
Nb = 16 * Material.Sqrt_f_c_prime / 1000 * Math.Pow(hef_used, (5.0 / 3.0));
}
Nb = GetNbAnyAnchor(hef_used, fc, lambda, kc);
}
else
{
Nb = GetNbAnyAnchor(hef_used, fc, lambda, kc);
}
return(Nb);
}
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;
}
//The basic concrete breakout strength of a single anchor in tension in cracked concrete per 17.4.2.2
private double GetNb(CastInAnchorageType CastInAnchorageType, double hef_used, double fc,double lambda, double kc)
{
double Nb;
if (CastInAnchorageType == CastInAnchorageType.HeadedBolt || CastInAnchorageType == CastInAnchorageType.HeadedStud)
{
if (hef_used>=11 || hef_used<=25)
{
//17.4.2.2b
Nb = 16*Material.Sqrt_f_c_prime/1000*Math.Pow(hef_used,(5/3));
}
Nb = GetNbAnyAnchor(hef_used, fc, lambda, kc);
}
else
{
Nb = GetNbAnyAnchor(hef_used, fc, lambda, kc);
}
return Nb;
}