/// <summary>
///
/// </summary>
/// <param name="h_total">Total height (including boundary zones)</param>
/// <param name="t_w">Wall web thickness</param>
/// <param name="RebarSizeId">Rebar Id</param>
/// <param name="N_curtains">Number of rebar curtains</param>
/// <param name="s">Bar spacing</param>
/// <param name="c_edge">Concrete cover to center of rebar at wall ege</param>
/// <param name="BoundaryZoneTop">Boundary zone object</param>
/// <param name="BoundaryZoneBottom">Boundary zone object</param>
/// <param name="ConcreteMaterial">Concrete material</param>
/// <param name="LongitudinalRebarMaterial">Rebar material</param>
/// <returns></returns>
public static ShearWallSection ByWallGeometryAndBoundaryZones(double h_total, double t_w,
string RebarSizeId, double N_curtains, double s, double c_edge,
BoundaryZone BoundaryZoneTop, BoundaryZone BoundaryZoneBottom,
ConcreteMaterial ConcreteMaterial, RebarMaterial LongitudinalRebarMaterial)
{
return(new ShearWallSection(h_total, t_w,
RebarSizeId, N_curtains, s, c_edge,
BoundaryZoneTop, BoundaryZoneBottom,
ConcreteMaterial, LongitudinalRebarMaterial));
}
internal ShearWallSection(double h_total, double t_w,
string RebarSizeId, double N_curtains, double s, double c_edge,
BoundaryZone BoundaryZoneTop, BoundaryZone BoundaryZoneBottom,
ConcreteMaterial ConcreteMaterial, RebarMaterial LongitudinalRebarMaterial)
{
ConfinementReinforcementType ConfinementReinforcementType = KodestructAci.ConfinementReinforcementType.Ties;
base.ConcreteMaterial = ConcreteMaterial;
CrossSectionIShape shape = GetIShape(ConcreteMaterial.Concrete, h_total, t_w, BoundaryZoneTop, BoundaryZoneBottom);
List <KodestructAci.RebarPoint> LongitudinalBars = GetLongitudinalBars(shape.SliceableShape as ISectionI, h_total, t_w, RebarSizeId, N_curtains, s, c_edge,
BoundaryZoneTop, BoundaryZoneBottom, LongitudinalRebarMaterial);
KodestructAci.IConcreteFlexuralMember fs = new KodestructAci14.ConcreteSectionFlexure(shape, LongitudinalBars, new CalcLog(), ConfinementReinforcementType);
this.FlexuralSection = fs;
}
private List <KodestructAci.RebarPoint> GetLongitudinalBars(KodestructSection.Interfaces.ISectionI shape, double h_total, double t_w,
string RebarSizeId, double N_curtains, double s, double c_edge,
BoundaryZone BoundaryZoneTop, BoundaryZone BoundaryZoneBottom, RebarMaterial LongitudinalRebarMaterial)
{
List <KodestructAci.RebarPoint> BzTopBars = GetBoundaryZoneBars(BoundaryZoneTop, LongitudinalRebarMaterial, new Point2D(0.0, shape.d / 2.0 - BoundaryZoneTop.h / 2.0), true);
List <KodestructAci.RebarPoint> BzBottomBars = GetBoundaryZoneBars(BoundaryZoneBottom, LongitudinalRebarMaterial, new Point2D(0.0, -(shape.d / 2.0) + BoundaryZoneTop.h / 2.0), false);
List <KodestructAci.RebarPoint> retBars = null;
if (N_curtains != 0)
{
List <KodestructAci.RebarPoint> WallBars = GetWallBars(h_total - (BoundaryZoneTop.h + BoundaryZoneBottom.h), t_w, RebarSizeId, N_curtains, s, c_edge, LongitudinalRebarMaterial);
retBars = BzTopBars.Concat(BzBottomBars).Concat(WallBars).ToList();
}
else
{
retBars = BzTopBars.Concat(BzBottomBars).ToList();
}
return(retBars);
}
private List <KodestructAci.RebarPoint> GetBoundaryZoneBars(BoundaryZone BoundaryZone, RebarMaterial 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.Material, false, false, (int)BoundaryZone.N_Bar_Rows - 1);
return(Line.RebarPoints);
}
private CrossSectionIShape GetIShape(IConcreteMaterial Material, double h_total, double t_w, BoundaryZone BoundaryZoneTop, BoundaryZone BoundaryZoneBottom)
{
double d = h_total;
double b_fTop = BoundaryZoneTop.b == 0 ? t_w : BoundaryZoneTop.b;
double b_fBot = BoundaryZoneBottom.b == 0 ? t_w : BoundaryZoneBottom.b;
double t_fTop = BoundaryZoneTop.h;
double t_fBot = BoundaryZoneBottom.h;
return(new CrossSectionIShape(Material, null, d, b_fTop, b_fBot, t_fTop, t_fBot, t_w));
}