protected IStrainCompatibilityAnalysisResult GetResult(SectionAnalysisResult SectionResult)
{
RebarPointResult controllingBar = GetMaxSteelStrainPoint(SectionResult.TensionRebarResults);
double MaxSteelTensionStrain = controllingBar.Strain;
double Mn = SectionResult.Moment;
IStrainCompatibilityAnalysisResult result = new ConcreteSectionFlexuralAnalysisResult(Mn, SectionResult.StrainDistribution, controllingBar);
return(result);
}
private RebarPointResult GetMaxSteelStrainPoint(List <RebarPointResult> rebarResult)
{
//Find minimum value because of sign convention
RebarPointResult minStrainPoint = null;
var MinStrainBar = rebarResult.MinBy(b => b.Strain);
return(MinStrainBar);
//RebarPointResult maxStrainPoint= null;
//double MaxSteelStrain = double.NegativeInfinity;
//foreach (var bar in rebarResult)
//{
// if (bar.Strain >=MaxSteelStrain)
//{
// maxStrainPoint = bar;
//}
// }
// return maxStrainPoint;
}
public IStrainCompatibilityAnalysisResult GetNominalFlexuralCapacity
(FlexuralCompressionFiberPosition CompressionFiberPosition)
{
currentCompressionFiberPosition = CompressionFiberPosition;
//Step 1: Assume strain distribution with all bars below section centroid yielding
LinearStrainDistribution TrialStrainDistribution = GetInitialStrainEstimate(CompressionFiberPosition);
SectionAnalysisResult TrialSectionResult = GetSectionResult(TrialStrainDistribution, CompressionFiberPosition);
double Mn = 0;
//check id T and C force are equal
//if T<>C
if (GetAnalysisResultConverged(TrialSectionResult, ConvergenceToleranceStrain) == false)
{
SectionAnalysisResult IteratedResult = null;
try
{
TCIterationBound bound = GetSolutionBoundaries(TrialSectionResult, TrialStrainDistribution); //make sure solution exists
IteratedResult = FindPureMomentResult(CompressionFiberPosition, bound, ConvergenceToleranceStrain);
RebarPointResult controllingBar = GetMaxSteelStrainPoint(TrialSectionResult.TensionRebarResults);
Mn = IteratedResult.Moment;
return(new ConcreteSectionFlexuralAnalysisResult(Mn, IteratedResult.StrainDistribution, controllingBar));
}
catch (SectionAnalysisFailedToConvergeException)
{
throw new SectionFailedToConvergeException();
}
}
//if T=C
else
{
IStrainCompatibilityAnalysisResult result = GetResult(TrialSectionResult);
return(result);
}
}
public ConcreteSectionFlexuralAnalysisResult(double Moment, LinearStrainDistribution StrainDistribution, RebarPointResult controllingTensionBar) : base(Moment, StrainDistribution)
{
this.ControllingTensionBar = controllingTensionBar;
}
public ConcreteSectionCompressionAnalysisResult(double Moment, LinearStrainDistribution StrainDistribution, RebarPointResult controllingTensionBar)
: base(Moment, StrainDistribution, controllingTensionBar)
{
}
