public void GeneralBeamFlexuralCapacityTopReturnsNominalValue()
{
double fc = 4000.0;
FlexuralSectionFactory sf = new FlexuralSectionFactory();
IConcreteMaterial mat = GetConcreteMaterial(fc);
List <Point2D> PolyPoints = new List <Point2D>()
{
new Point2D(-6.0, 0.0),
new Point2D(-6.0, 12.0),
new Point2D(6.0, 12.0),
new Point2D(6.0, 0)
};
Rebar thisBar = new Rebar(1.0, new MaterialAstmA615(A615Grade.Grade60));
var coord = new RebarCoordinate(0, 1.0);
List <RebarPoint> RebarPoints = new List <RebarPoint>()
{
new RebarPoint(thisBar, coord)
};
//GetGeneralSection(List<Point2D> PolygonPoints,
//ConcreteMaterial Concrete, List<RebarPoint> RebarPoints, double b_w, double d)
ConcreteSectionFlexure beam = sf.GetGeneralSection(PolyPoints, mat, RebarPoints, 12.0, 9.0);
IStrainCompatibilityAnalysisResult MResult = beam.GetNominalFlexuralCapacity(FlexuralCompressionFiberPosition.Top);
double M_n = MResult.Moment / 12000;
double refValue = 51.32;
double actualTolerance = EvaluateActualTolerance(M_n, refValue);
Assert.LessOrEqual(actualTolerance, tolerance);
}
public void ThreeLayerBeamFlexuralCapacityReturnsValue()
{
ConcreteSectionFlexure beam = GetConcreteBeam(12, 12, 4000, true, new RebarInput(1, 1), new RebarInput(1, 3), new RebarInput(1, 7));
IStrainCompatibilityAnalysisResult MResult = beam.GetNominalFlexuralCapacity(FlexuralCompressionFiberPosition.Top);
double phiMn = MResult.Moment;
Assert.AreEqual(1101327, Math.Round(phiMn, 0));
}
public void SimpleBeamFlexuralCapacityCompressionBottomReturnsNominalValue()
{
ConcreteSectionFlexure beam = GetConcreteBeam(12, 12, 4000, false, new RebarInput(1, 1));
IStrainCompatibilityAnalysisResult MResult = beam.GetNominalFlexuralCapacity(FlexuralCompressionFiberPosition.Bottom);
double M_n = MResult.Moment / 12000.0;
double refValue = 51.32;
double actualTolerance = EvaluateActualTolerance(M_n, refValue);
Assert.LessOrEqual(actualTolerance, tolerance);
}
public void SimpleBeamFlexuralCapacityTopReturnsNominalValue()
{
ConcreteSectionFlexure beam = GetConcreteBeam(12, 20, 4000, true, new RebarInput(4, 2.5));
IStrainCompatibilityAnalysisResult MResult = beam.GetNominalFlexuralCapacity(FlexuralCompressionFiberPosition.Top);
double M_n = MResult.Moment;
double refValue = 291000 * 12.0;
double actualTolerance = EvaluateActualTolerance(M_n, refValue);
Assert.LessOrEqual(actualTolerance, tolerance);
}
public void ShearWallFlexuralCapacityTopReturnsNominalValue()
{
ConcreteSectionFlexure beam = GetShearWall();
IStrainCompatibilityAnalysisResult MResult = beam.GetNominalFlexuralCapacity(FlexuralCompressionFiberPosition.Top);
double M_n = MResult.Moment;
double refValue = 7182.546387 * 1000.0 * 12.0;
double actualTolerance = EvaluateActualTolerance(M_n, refValue);
Assert.True(actualTolerance <= tolerance);
}