internal RectangularSectionSinglyReinforced(double b, double h, double A_s, double c_cntr,
ConcreteMaterial ConcreteMaterial, RebarMaterial LongitudinalRebarMaterial, bool hasTies = false)
{
KodestructAci.ConfinementReinforcementType ConfinementReinforcementType;
if (hasTies == true)
{
ConfinementReinforcementType = KodestructAci.ConfinementReinforcementType.Ties;
}
else
{
ConfinementReinforcementType = KodestructAci.ConfinementReinforcementType.NoReinforcement;
}
CrossSectionRectangularShape shape = new CrossSectionRectangularShape(ConcreteMaterial.Concrete, null, b, h);
base.ConcreteMaterial = ConcreteMaterial; //duplicate save of concrete material into base Dynamo class
List <KodestructAci.RebarPoint> LongitudinalBars = new List <KodestructAci.RebarPoint>();
KodestructAci.Rebar thisBar = new KodestructAci.Rebar(A_s, LongitudinalRebarMaterial.Material);
KodestructAci.RebarPoint point = new KodestructAci.RebarPoint(thisBar, new KodestructAci.RebarCoordinate()
{
X = 0, Y = -h / 2.0 + c_cntr
});
LongitudinalBars.Add(point);
KodestructAci.IConcreteFlexuralMember fs = new KodestructAci14.ConcreteSectionFlexure(shape, LongitudinalBars, new CalcLog(), ConfinementReinforcementType);
this.FlexuralSection = fs;
}
internal RebarPoint(double A_b, double X_shp, double Y_shp, RebarMaterial RebarMaterial)
{
KodestructAci.Rebar b = new KodestructAci.Rebar(A_b, RebarMaterial.Material);
this.RebarPointLData = new KodestructAci.RebarPoint(b, new KodestructAci.RebarCoordinate()
{
X = X_shp, Y = Y_shp
});
}
protected virtual void CalculateElements()
{
List <RebarPoint> RebarPoints = new List <RebarPoint>();
double dx = NodeJ.X - NodeI.X;
double dy = NodeJ.Y - NodeI.Y;
Vector seg = new Vector(dx, dy);
int N = NumberOfSubdivisions;
int NumberOfRebarPoints = NumberOfSubdivisions + 1;
double segDx;
double segDy;
double PointArea = A_total / NumberOfRebarPoints;
Rebar rebar = new Rebar(PointArea, rebarMaterial);
if (setBackCornerBars == false)
{
segDx = dx / N;
segDy = dy / N;
RebarCoordinate coord1 = new RebarCoordinate(NodeI.X, NodeI.Y);
RebarPoints.Add(new RebarPoint(rebar, coord1));
for (int i = 0; i < NumberOfSubdivisions; i++)
{
RebarCoordinate Pt = new RebarCoordinate(NodeI.X + (i + 1) * segDx, NodeI.Y + (i + 1) * segDy);
RebarPoints.Add(new RebarPoint(rebar, Pt));
}
}
else
{
segDx = dx / (N + 1.0);
segDy = dy / (N + 1.0);
for (int i = 0; i < NumberOfSubdivisions; i++)
{
RebarCoordinate Pt = new RebarCoordinate(NodeI.X + (i + 1) * segDx, NodeI.Y + (i + 1) * segDy);
RebarPoints.Add(new RebarPoint(rebar, Pt));
}
}
this.rebarPoints = RebarPoints;
}
