public ConcreteFlexuralStrengthResult GetDesignFlexuralStrength(FlexuralCompressionFiberPosition FlexuralCompressionFiberPosition,
ConfinementReinforcementType ConfinementReinforcementType)
{
IStrainCompatibilityAnalysisResult nominalResult = this.GetNominalFlexuralCapacity(FlexuralCompressionFiberPosition);
ConcreteFlexuralStrengthResult result = new ConcreteFlexuralStrengthResult(nominalResult, FlexuralCompressionFiberPosition, this.Section.Material.beta1);
StrengthReductionFactorFactory f = new StrengthReductionFactorFactory();
FlexuralFailureModeClassification failureMode = f.GetFlexuralFailureMode(result.epsilon_t, result.epsilon_ty);
double phi = f.Get_phiFlexureAndAxial(failureMode, ConfinementReinforcementType, result.epsilon_t, result.epsilon_ty);
double phiM_n = phi * nominalResult.Moment;
result.phiM_n = phiM_n; result.FlexuralFailureModeClassification = failureMode;
return result;
}
public ConcreteFlexuralStrengthResult GetDesignFlexuralStrength(FlexuralCompressionFiberPosition FlexuralCompressionFiberPosition,
ConfinementReinforcementType ConfinementReinforcementType)
{
IStrainCompatibilityAnalysisResult nominalResult = this.GetNominalFlexuralCapacity(FlexuralCompressionFiberPosition);
ConcreteFlexuralStrengthResult result = new ConcreteFlexuralStrengthResult(nominalResult, FlexuralCompressionFiberPosition, this.Section.Material.beta1);
StrengthReductionFactorFactory f = new StrengthReductionFactorFactory();
FlexuralFailureModeClassification failureMode = f.GetFlexuralFailureMode(result.epsilon_t, result.epsilon_ty);
double phi = f.Get_phiFlexureAndAxial(failureMode, ConfinementReinforcementType, result.epsilon_t, result.epsilon_ty);
double phiM_n = phi * nominalResult.Moment;
result.phiM_n = phiM_n; result.FlexuralFailureModeClassification = failureMode;
return(result);
}
