private static double GetStrengthReductionFactorForConcrete(
SupplementaryReinforcmentCondition Condition,
AnchorLoadType LoadType)
{
double phi = 0.0;
if (Condition == SupplementaryReinforcmentCondition.A)
{
if (LoadType == AnchorLoadType.Tension)
{
phi = 0.75;
}
else //LoadType.Shear
{
phi = 0.75;
}
}
else
{
if (LoadType == AnchorLoadType.Tension)
{
phi = 0.7;
}
else //LoadType.Shear
{
phi = 0.7;
}
}
return(phi);
}
private static double GetStrengthReductionFactorForConcrete(
SupplementaryReinforcmentCondition Condition,
AnchorLoadType LoadType)
{
double phi = 0.0;
if (Condition == SupplementaryReinforcmentCondition.A)
{
if (LoadType == AnchorLoadType.Tension)
{
phi = 0.75;
}
else //LoadType.Shear
{
phi = 0.75;
}
}
else
{
if (LoadType == AnchorLoadType.Tension)
{
phi = 0.7;
}
else //LoadType.Shear
{
phi = 0.7;
}
}
return phi;
}
public static double GetStrengthReductionFactorForConcrete(
SupplementaryReinforcmentCondition Condition,
AnchorReliabilityAndSensitivityCategory Category,
AnchorLoadType LoadType)
{
double phi = 0.0;
if (Condition == SupplementaryReinforcmentCondition.A)
{
if (LoadType == AnchorLoadType.Tension)
{
switch (Category)
{
case AnchorReliabilityAndSensitivityCategory.Category1:
phi = 0.75;
break;
case AnchorReliabilityAndSensitivityCategory.Category2:
phi = 0.65;
break;
case AnchorReliabilityAndSensitivityCategory.Category3:
phi = 0.55;
break;
default:
phi = 0.55;
break;
}
}
else //LoadType.Shear
{
phi = 0.75;
}
}
else
{
if (LoadType == AnchorLoadType.Tension)
{
switch (Category)
{
case AnchorReliabilityAndSensitivityCategory.Category1:
phi = 0.65;
break;
case AnchorReliabilityAndSensitivityCategory.Category2:
phi = 0.55;
break;
case AnchorReliabilityAndSensitivityCategory.Category3:
phi = 0.45;
break;
default:
phi = 0.45;
break;
}
}
else //LoadType.Shear
{
phi = 0.7;
}
}
return phi;
}
public AnchorPulloutTension
(int n, double h_eff, bool IsHookedBolt, double d_a, double e_h, double A_brg,
AnchorReliabilityAndSensitivityCategory AnchorCategory, AnchorInstallationType AnchorType,
SupplementaryReinforcmentCondition Condition,
ConcreteCrackingCondition ConcreteCondition
)
: base(n, h_eff, AnchorType)
{
this.IsHookedBolt = IsHookedBolt;
this.d_a = d_a;
this.e_h = e_h;
this.A_brg = A_brg;
this.AnchorCategory = AnchorCategory;
this.ConcreteCondition = ConcreteCondition;
this.AnchorType = AnchorType;
this.Condition = Condition;
}
public static double GetStrengthReductionFactorForConcrete(
SupplementaryReinforcmentCondition Condition,
AnchorReliabilityAndSensitivityCategory Category,
AnchorLoadType LoadType)
{
double phi = 0.0;
if (Condition == SupplementaryReinforcmentCondition.A)
{
if (LoadType == AnchorLoadType.Tension)
{
switch (Category)
{
case AnchorReliabilityAndSensitivityCategory.Category1:
phi = 0.75;
break;
case AnchorReliabilityAndSensitivityCategory.Category2:
phi = 0.65;
break;
case AnchorReliabilityAndSensitivityCategory.Category3:
phi = 0.55;
break;
default:
phi = 0.55;
break;
}
}
else //LoadType.Shear
{
phi = 0.75;
}
}
else
{
if (LoadType == AnchorLoadType.Tension)
{
switch (Category)
{
case AnchorReliabilityAndSensitivityCategory.Category1:
phi = 0.65;
break;
case AnchorReliabilityAndSensitivityCategory.Category2:
phi = 0.55;
break;
case AnchorReliabilityAndSensitivityCategory.Category3:
phi = 0.45;
break;
default:
phi = 0.45;
break;
}
}
else //LoadType.Shear
{
phi = 0.7;
}
}
return(phi);
}