コード例 #1
0
 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;
 }