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;
}
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);
}
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);
}
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 static Dictionary<string, object> OneWayShearStrengthProvidedByConcrete(Concrete.ACI318.General.Concrete.ConcreteMaterial ConcreteMaterial,
double b_w, double d, double h, double N_u = 0.0, double rho_w = 0.0, double M_u = 0.0, double V_u = 0.0, string Code = "ACI318-14")
{
//Default values
double phiV_c = 0;
//Calculation logic:
IConcreteMaterial mat = ConcreteMaterial.Concrete;
CrossSectionRectangularShape shape = new CrossSectionRectangularShape(mat,null, b_w, h);
ConcreteSectionOneWayShearNonPrestressed section = new ConcreteSectionOneWayShearNonPrestressed(d,shape);
phiV_c = section.GetConcreteShearStrength(N_u, rho_w, M_u, V_u)/1000.0; //default ACI units are psi. Convert to ksi, consistent with Dynamo nodes
return new Dictionary<string, object>
{
{ "phiV_c", phiV_c }
};
}
public static Dictionary<string, object> UpperLimitOnShearStrength(Concrete.ACI318.General.Concrete.ConcreteMaterial ConcreteMaterial,
double b_w, double d, double phiV_c, string Code = "ACI318-14")
{
//Default values
double phiV_nMax = 0;
//Calculation logic:
IConcreteMaterial mat = ConcreteMaterial.Concrete;
CrossSectionRectangularShape shape = new CrossSectionRectangularShape(mat,null, b_w, d);
ConcreteSectionOneWayShearNonPrestressed section = new ConcreteSectionOneWayShearNonPrestressed(d,shape);
phiV_nMax = section.GetUpperLimitShearStrength(phiV_c*1000.0) / 1000.0; //default ACI units are psi. Convert to ksi, consistent with Dynamo nodes
return new Dictionary<string, object>
{
{ "phiV_nMax", phiV_nMax }
};
}
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;
}
public IConcreteSection GetRectangularSection(double Width, double Height, double fc)
{
IConcreteMaterial mat = GetConcreteMaterial(fc);
CrossSectionRectangularShape section = new CrossSectionRectangularShape(mat, null, Width, Height);
return section;
}
