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;
}