protected ForceMomentContribution GetRebarResultant(LinearStrainDistribution StrainDistribution, ResultantType resType)
{
ForceMomentContribution resultant = new ForceMomentContribution();
//tension is negative
List <RebarPointResult> RebarResults = CalculateRebarResults(StrainDistribution);
foreach (var barResult in RebarResults)
{
if (resType == ResultantType.Tension)
{
if (barResult.Strain < 0)
{
resultant.Force += barResult.Force;
resultant.Moment += Math.Abs(barResult.Force * barResult.DistanceToNeutralAxis);
}
}
else
{
if (barResult.Strain > 0)
{
resultant.Force += barResult.Force;
resultant.Moment += Math.Abs(barResult.Force * barResult.DistanceToNeutralAxis);
}
}
}
resultant.RebarResults = RebarResults;
return(resultant);
}
protected ForceMomentContribution GetRebarResultant(LinearStrainDistribution StrainDistribution, ResultantType resType )
{
ForceMomentContribution resultant = new ForceMomentContribution();
//tension is negative
List<RebarPointResult> RebarResults = CalculateRebarResults(StrainDistribution);
foreach (var barResult in RebarResults)
{
if (resType == ResultantType.Tension)
{
if (barResult.Strain < 0)
{
resultant.Force += barResult.Force;
resultant.Moment += Math.Abs(barResult.Force * barResult.DistanceToNeutralAxis);
}
}
else
{
if (barResult.Strain > 0)
{
resultant.Force += barResult.Force;
resultant.Moment += Math.Abs(barResult.Force * barResult.DistanceToNeutralAxis);
}
}
}
resultant.RebarResults = RebarResults;
return resultant;
}