public RebarPointResult(double Stress, double Strain, double Force, double DistanceToNa, RebarPoint Point)
{
this.Stress = Stress;
this.Strain = Strain;
this.Force = Force;
this.DistanceToNeutralAxis = DistanceToNa;
this.Point = Point;
}
public RebarPointResult(double Stress, double Strain, double Force, double DistanceToNa, RebarPoint Point)
{
this.Stress = Stress;
this.Strain = Strain;
this.Force = Force;
this.DistanceToNeutralAxis = DistanceToNa;
this.Point = Point;
}
internal RectangularSectionSinglyReinforced(double b, double h, double A_s, double c_cntr,
ConcreteMaterial ConcreteMaterial, RebarMaterial LongitudinalRebarMaterial, bool hasTies=false)
{
CrossSectionRectangularShape shape = new CrossSectionRectangularShape(ConcreteMaterial.Concrete, null, b, h);
base.ConcreteMaterial = ConcreteMaterial; //duplicate save of concrete material into base Dynamo class
List<wosadAci.RebarPoint> LongitudinalBars = new List<wosadAci.RebarPoint>();
wosadAci.Rebar thisBar = new wosadAci.Rebar(A_s, LongitudinalRebarMaterial.Material);
wosadAci.RebarPoint point = new wosadAci.RebarPoint(thisBar, new wosadAci.RebarCoordinate() { X = 0, Y = -h / 2.0 + c_cntr });
LongitudinalBars.Add(point);
wosadAci.IConcreteFlexuralMember fs = new wosadAci14.ConcreteSectionFlexure(shape, LongitudinalBars, new CalcLog());
this.FlexuralSection = fs;
}
public ConcreteSectionFlexure GetConcreteBeam(double Width, double Height, double fc, params RebarInput[] rebarInput)
{
IConcreteSection Section = GetRectangularSection(Width, Height, fc);
List<RebarPoint> LongitudinalBars = new List<RebarPoint>();
foreach (var bar in rebarInput)
{
Rebar thisBar = new Rebar(bar.Area, new MaterialAstmA615(A615Grade.Grade60));
RebarPoint point = new RebarPoint(thisBar, new RebarCoordinate() { X = 0, Y = -Height / 2.0 + bar.Cover });
LongitudinalBars.Add(point);
}
ConcreteSectionFlexure beam = new ConcreteSectionFlexure(Section,LongitudinalBars, log);
return beam;
}
public ConcreteSectionFlexure GetNonPrestressedDoublyReinforcedRectangularSection(double b, double h,
double A_s1,double A_s2,double c_cntr1,double c_cntr2,
double A_s_prime1,double A_s_prime2, double c_cntr_prime1, double c_cntr_prime2,
ConcreteMaterial concrete, IRebarMaterial rebar)
{
CrossSectionRectangularShape Section = new CrossSectionRectangularShape(concrete, null, b, h);
List<RebarPoint> LongitudinalBars = new List<RebarPoint>();
Rebar bottom1 = new Rebar(A_s1, rebar);
RebarPoint pointBottom1 = new RebarPoint(bottom1, new RebarCoordinate() { X = 0, Y = -h / 2.0 + c_cntr1 });
LongitudinalBars.Add(pointBottom1);
if (A_s2!=0)
{
Rebar bottom2 = new Rebar(A_s2, rebar);
RebarPoint pointBottom2 = new RebarPoint(bottom2, new RebarCoordinate() { X = 0, Y = -h / 2.0 + c_cntr2 });
LongitudinalBars.Add(pointBottom2);
}
if (A_s_prime1 != 0)
{
Rebar top1 = new Rebar(A_s_prime1, rebar);
RebarPoint pointTop1 = new RebarPoint(top1, new RebarCoordinate() { X = 0, Y = h / 2.0 - c_cntr_prime1 });
LongitudinalBars.Add(pointTop1);
}
if (A_s_prime2 != 0)
{
Rebar top2 = new Rebar(A_s_prime2, rebar);
RebarPoint pointTop2 = new RebarPoint(top2, new RebarCoordinate() { X = 0, Y = h / 2.0 - c_cntr_prime2 });
LongitudinalBars.Add(pointTop2);
}
CalcLog log = new CalcLog();
ConcreteSectionFlexure beam = new ConcreteSectionFlexure(Section, LongitudinalBars, log);
return beam;
}
protected RebarPoint FindRebarWithExtremeCoordinate(BarCoordinateFilter CoordinateFilter, BarCoordinateLimitFilterType LimitFilter, double CutoffCoordinate)
{
RebarPoint returnBar = null;
RebarPoint maxXRebar = null;
RebarPoint maxYRebar = null;
RebarPoint minXRebar = null;
RebarPoint minYRebar = null;
double MaxY = double.NegativeInfinity;
double MaxX = double.NegativeInfinity;
double MinY = double.PositiveInfinity;
double MinX = double.PositiveInfinity;
if (longitBars.Count == 0)
{
throw new NoRebarException();
}
foreach (var bar in longitBars)
{
if (bar.Coordinate.X > MaxX)
{
if (bar.Coordinate.X < CutoffCoordinate)
{
maxXRebar = bar;
MaxX = bar.Coordinate.X;
}
}
if (bar.Coordinate.Y > MaxY)
{
if (bar.Coordinate.Y < CutoffCoordinate)
{
maxYRebar = bar;
MaxY = bar.Coordinate.Y;
}
}
if (bar.Coordinate.X < MinX)
{
if (bar.Coordinate.X > CutoffCoordinate)
{
minXRebar = bar;
MinX = bar.Coordinate.X;
}
}
if (bar.Coordinate.Y < MinY)
{
if (bar.Coordinate.Y > CutoffCoordinate)
{
minYRebar = bar;
MinY = bar.Coordinate.Y;
}
}
}
if (CoordinateFilter == BarCoordinateFilter.X && LimitFilter == BarCoordinateLimitFilterType.Maximum)
{
returnBar = maxXRebar;
}
if (CoordinateFilter == BarCoordinateFilter.X && LimitFilter == BarCoordinateLimitFilterType.Minimum)
{
returnBar = minXRebar;
}
if (CoordinateFilter == BarCoordinateFilter.Y && LimitFilter == BarCoordinateLimitFilterType.Maximum)
{
returnBar = maxYRebar;
}
if (CoordinateFilter == BarCoordinateFilter.Y && LimitFilter == BarCoordinateLimitFilterType.Minimum)
{
returnBar = minYRebar;
}
return(returnBar);
}
