public ConcreteSectionFlexure GetRectangularSectionFourSidesDistributed(double b, double h,
double A_sTopBottom, double A_sLeftRight, double c_centTopBottom, double c_centLeftRight, IConcreteMaterial mat, IRebarMaterial rebarMaterial)
{
double YTop = h / 2.0 - c_centTopBottom;
double YBottom = -h / 2.0 + c_centTopBottom;
double XLeft = -b / 2.0 + c_centLeftRight;
double XRight = b / 2.0 - c_centLeftRight;
Point2D P1 = new Point2D(XLeft, YTop);
Point2D P2 = new Point2D(XRight, YTop);
Point2D P3 = new Point2D(XRight, YBottom);
Point2D P4 = new Point2D(XLeft, YBottom);
RebarLine topLine = new RebarLine(A_sTopBottom, P1, P2, rebarMaterial, false);
RebarLine bottomLine = new RebarLine(A_sTopBottom, P3, P4, rebarMaterial, false);
RebarLine leftLine = new RebarLine(A_sLeftRight, P2, P3, rebarMaterial, true);
RebarLine rightLine = new RebarLine(A_sLeftRight, P4, P1, rebarMaterial, true);
List <RebarPoint> LongitudinalBars = new List <RebarPoint>();
LongitudinalBars.AddRange(topLine.RebarPoints);
LongitudinalBars.AddRange(bottomLine.RebarPoints);
LongitudinalBars.AddRange(leftLine.RebarPoints);
LongitudinalBars.AddRange(rightLine.RebarPoints);
CrossSectionRectangularShape section = new CrossSectionRectangularShape(mat, null, b, h);
CalcLog log = new CalcLog();
ConcreteSectionFlexure sectionFlexure = new ConcreteSectionFlexure(section, LongitudinalBars, log);
return(sectionFlexure);
}
private List <KodestructAci.RebarPoint> GetWallBars(double h, double t_w, string RebarSizeId, double N_curtains, double s, double c_edge, RebarMaterial LongitudinalRebarMaterial)
{
RebarDesignation des;
bool IsValidString = Enum.TryParse(RebarSizeId, true, out des);
if (IsValidString == false)
{
throw new Exception("Rebar size is not recognized. Check input.");
}
RebarSection sec = new RebarSection(des);
double A_b = sec.Area;
int NBarLines = (int)Math.Floor(h / s);
double A_s = NBarLines * N_curtains * A_b;
RebarLine Line = new RebarLine(A_s,
new Point2D(0.0, -h / 2.0 + c_edge),
new Point2D(0.0, h / 2.0 - c_edge),
LongitudinalRebarMaterial.Material, false, false, NBarLines);
return(Line.RebarPoints);
}
private List <KodestructAci.RebarPoint> GetBoundaryZoneBars(BoundaryZone BoundaryZone, IRebarMaterial LongitudinalRebarMaterial, Point2D BzCentroid, bool IsTop)
{
Point2D topPoint;
Point2D botPoint;
if (IsTop == true)
{
topPoint = new Point2D(0, BzCentroid.Y + (BoundaryZone.h / 2.0 - BoundaryZone.c_cntrEdge));
botPoint = new Point2D(0, BzCentroid.Y - (BoundaryZone.h / 2.0 - BoundaryZone.c_cntrInterior));
}
else
{
topPoint = new Point2D(0, BzCentroid.Y + (BoundaryZone.h / 2.0 - BoundaryZone.c_cntrInterior));
botPoint = new Point2D(0, BzCentroid.Y - (BoundaryZone.h / 2.0 - BoundaryZone.c_cntrEdge));
}
RebarLine Line = new RebarLine(BoundaryZone.A_s,
botPoint, topPoint, LongitudinalRebarMaterial, false, false, (int)BoundaryZone.N_Bar_Rows - 1);
return(Line.RebarPoints);
}
/// <summary>
/// Creates compression member from top/bottom and side reinforcement
/// </summary>
/// <param name="Width">Width</param>
/// <param name="Height">Heigth</param>
/// <param name="ConcreteMaterial">Concrete material (as IConcreteMaterial)</param>
/// <param name="RebarMaterial"> Rebar material (as IRebarMaterial) </param>
/// <param name="A_s_TopBottom">Area of left or right reinforcement (each)</param>
/// <param name="A_s_LeftRight">Area of top or bottom reinforcement (each)</param>
/// <param name="c_centerTopBottom">Cover to rebar centroid for top and bottom reinforcement</param>
/// <param name="c_centerLeftRight">Cover to rebar centroid for left and right side reinforcement</param>
/// <param name="ConfinementReinforcement">Distiguishes between ties and spirals</param>
/// <param name="IsPrestressed">Distinguishes between prestressed versus non-prestressed members</param>
/// <returns></returns>
public ConcreteSectionCompression GetRectangularCompressionMember(double Width, double Height,
IConcreteMaterial ConcreteMaterial, IRebarMaterial RebarMaterial,
double A_s_TopBottom, double A_s_LeftRight,
double c_centerTopBottom, double c_centerLeftRight,
ConfinementReinforcementType ConfinementReinforcement, bool IsPrestressed = false)
{
CalcLog log = new CalcLog();
RebarLine topLine = new RebarLine(A_s_TopBottom,
new Point2D(-Width / 2.0 + c_centerLeftRight, Height / 2.0 - c_centerTopBottom),
new Point2D(Width / 2.0 - c_centerLeftRight, Height / 2.0 - c_centerTopBottom),
RebarMaterial, false);
RebarLine botLine = new RebarLine(A_s_TopBottom,
new Point2D(-Width / 2.0 + c_centerLeftRight, -Height / 2.0 + c_centerTopBottom),
new Point2D(Width / 2.0 - c_centerLeftRight, -Height / 2.0 + c_centerTopBottom),
RebarMaterial, false);
RebarLine leftLine = new RebarLine(A_s_LeftRight,
new Point2D(-Width / 2.0 + c_centerLeftRight, -Height / 2.0 + c_centerTopBottom),
new Point2D(-Width / 2.0 + c_centerLeftRight, Height / 2.0 - c_centerTopBottom),
RebarMaterial, true);
RebarLine rightLine = new RebarLine(A_s_LeftRight,
new Point2D(Width / 2.0 - c_centerLeftRight, -Height / 2.0 + c_centerTopBottom),
new Point2D(Width / 2.0 - c_centerLeftRight, Height / 2.0 - c_centerTopBottom),
RebarMaterial, true);
List <RebarPoint> LongitudinalBars = new List <RebarPoint>();
LongitudinalBars.AddRange(topLine.RebarPoints);
LongitudinalBars.AddRange(botLine.RebarPoints);
LongitudinalBars.AddRange(leftLine.RebarPoints);
LongitudinalBars.AddRange(rightLine.RebarPoints);
return(this.GetRectangularCompressionMember(Width, Height, ConcreteMaterial, LongitudinalBars, ConfinementReinforcement, log, IsPrestressed));
}
// public ConcreteSectionFlexure GetRectangularSectionWithBoundaryZones(double b, double h,
//double A_sBoundary, double L_Boundary, RebarDesignation curtainBar, double s_curtain, int N_curtains, IConcreteMaterial mat, IRebarMaterial rebarMaterial,
// ConfinementReinforcementType ConfinementReinforcementType, int NumberOfSubdivisions = 20)
// {
// double YTop = h / 2.0 - c_centTopBottom;
// double YBottom = -h / 2.0 + c_centTopBottom;
// double XLeft = -b / 2.0 + c_centLeftRight;
// double XRight = b / 2.0 - c_centLeftRight;
// Point2D P1 = new Point2D(XLeft, YTop);
// Point2D P2 = new Point2D(XRight, YTop);
// Point2D P3 = new Point2D(XRight, YBottom);
// Point2D P4 = new Point2D(XLeft, YBottom);
// RebarLine topLine = null;
// RebarLine bottomLine = null;
// RebarLine leftLine = null;
// RebarLine rightLine = null;
// if (NumberOfSubdivisions == 0)
// {
// topLine = new RebarLine(A_sTopBottom, P1, P2, rebarMaterial, false);
// bottomLine = new RebarLine(A_sTopBottom, P3, P4, rebarMaterial, false);
// if (A_sLeftRight > 0)
// {
// leftLine = new RebarLine(A_sLeftRight, P2, P3, rebarMaterial, true);
// rightLine = new RebarLine(A_sLeftRight, P4, P1, rebarMaterial, true);
// }
// }
// else
// {
// topLine = new RebarLine(A_sTopBottom, P1, P2, rebarMaterial, false, false, NumberOfSubdivisions);
// bottomLine = new RebarLine(A_sTopBottom, P3, P4, rebarMaterial, false, false, NumberOfSubdivisions);
// if (A_sLeftRight > 0)
// {
// leftLine = new RebarLine(A_sLeftRight, P2, P3, rebarMaterial, true, false, NumberOfSubdivisions);
// rightLine = new RebarLine(A_sLeftRight, P4, P1, rebarMaterial, true, false, NumberOfSubdivisions);
// }
// }
// List<RebarPoint> LongitudinalBars = new List<RebarPoint>();
// if (topLine != null) LongitudinalBars.AddRange(topLine.RebarPoints);
// if (bottomLine != null) LongitudinalBars.AddRange(bottomLine.RebarPoints);
// if (leftLine != null) LongitudinalBars.AddRange(leftLine.RebarPoints);
// if (rightLine != null) LongitudinalBars.AddRange(rightLine.RebarPoints);
// CrossSectionRectangularShape section = new CrossSectionRectangularShape(mat, null, b, h);
// CalcLog log = new CalcLog();
// ConcreteSectionFlexure sectionFlexure = new ConcreteSectionFlexure(section, LongitudinalBars, log, ConfinementReinforcementType);
// return sectionFlexure;
// }
public ConcreteSectionFlexure GetRectangularSectionFourSidesDistributed(double b, double h,
double A_sTopBottom, double A_sLeftRight, double c_centTopBottom, double c_centLeftRight, IConcreteMaterial mat, IRebarMaterial rebarMaterial,
ConfinementReinforcementType ConfinementReinforcementType, int NumberOfSubdivisions = 0)
{
double YTop = h / 2.0 - c_centTopBottom;
double YBottom = -h / 2.0 + c_centTopBottom;
double XLeft = -b / 2.0 + c_centLeftRight;
double XRight = b / 2.0 - c_centLeftRight;
Point2D P1 = new Point2D(XLeft, YTop);
Point2D P2 = new Point2D(XRight, YTop);
Point2D P3 = new Point2D(XRight, YBottom);
Point2D P4 = new Point2D(XLeft, YBottom);
RebarLine topLine = null;
RebarLine bottomLine = null;
RebarLine leftLine = null;
RebarLine rightLine = null;
if (NumberOfSubdivisions == 0)
{
topLine = new RebarLine(A_sTopBottom, P1, P2, rebarMaterial, false);
bottomLine = new RebarLine(A_sTopBottom, P3, P4, rebarMaterial, false);
if (A_sLeftRight > 0)
{
leftLine = new RebarLine(A_sLeftRight, P2, P3, rebarMaterial, true);
rightLine = new RebarLine(A_sLeftRight, P4, P1, rebarMaterial, true);
}
}
else
{
topLine = new RebarLine(A_sTopBottom, P1, P2, rebarMaterial, false, false, NumberOfSubdivisions);
bottomLine = new RebarLine(A_sTopBottom, P3, P4, rebarMaterial, false, false, NumberOfSubdivisions);
if (A_sLeftRight > 0)
{
leftLine = new RebarLine(A_sLeftRight, P2, P3, rebarMaterial, true, false, NumberOfSubdivisions);
rightLine = new RebarLine(A_sLeftRight, P4, P1, rebarMaterial, true, false, NumberOfSubdivisions);
}
}
List <RebarPoint> LongitudinalBars = new List <RebarPoint>();
if (topLine != null)
{
LongitudinalBars.AddRange(topLine.RebarPoints);
}
if (bottomLine != null)
{
LongitudinalBars.AddRange(bottomLine.RebarPoints);
}
if (leftLine != null)
{
LongitudinalBars.AddRange(leftLine.RebarPoints);
}
if (rightLine != null)
{
LongitudinalBars.AddRange(rightLine.RebarPoints);
}
CrossSectionRectangularShape section = new CrossSectionRectangularShape(mat, null, b, h);
CalcLog log = new CalcLog();
ConcreteSectionFlexure sectionFlexure = new ConcreteSectionFlexure(section, LongitudinalBars, log, ConfinementReinforcementType);
return(sectionFlexure);
}
