public ConcreteSectionFlexure GetConcreteBeam(double Width, double Height, double fc, bool IsBottomReinforced,
params RebarInput[] rebarInput)
{
IConcreteSection Section = GetRectangularSection(Width, Height, fc);
List <RebarPoint> LongitudinalBars = new List <RebarPoint>();
if (IsBottomReinforced == true)
{
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);
}
}
else
{
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, ConfinementReinforcementType.NoReinforcement);
return(beam);
}
public ConcreteSectionOneWayShearNonPrestressed(double d, IConcreteSection Section)
{
this.d = d;
this.Section = Section;
this.b_w = Section.b_w;
}
public ConcreteFlexuralSectionBase(IConcreteSection Section, List <RebarPoint> LongitudinalBars, ICalcLog log,
ConfinementReinforcementType ConfinementReinforcementType = ConfinementReinforcementType.Ties, double ConvergenceToleranceStrain = 0.000002)
: base(Section, LongitudinalBars, log, false)
{
this.ConvergenceToleranceStrain = ConvergenceToleranceStrain;
this.ConfinementReinforcementType = ConfinementReinforcementType;
}
public ConcreteSectionOneWayShearNonPrestressed(double d, IConcreteSection Section)
{
this.d = d;
this.Section = Section;
this.b_w = Section.b_w;
}
public ConcreteSectionCompression(IConcreteSection Section,
List <RebarPoint> LongitudinalBars, CompressionMemberType CompressionMemberType, ICalcLog log)
: base(Section, LongitudinalBars, log)
{
this.CompressionMemberType = CompressionMemberType;
switch (CompressionMemberType)
{
case CompressionMemberType.NonPrestressedWithTies:
ConfinementReinforcementType = ACI.ConfinementReinforcementType.Ties;
break;
case CompressionMemberType.NonPrestressedWithSpirals:
ConfinementReinforcementType = ConfinementReinforcementType.Spiral;
break;
case CompressionMemberType.PrestressedWithTies:
ConfinementReinforcementType = ConfinementReinforcementType.Ties;
break;
case CompressionMemberType.PrestressedWithSpirals:
ConfinementReinforcementType = ConfinementReinforcementType.Spiral;
break;
default:
ConfinementReinforcementType = ACI.ConfinementReinforcementType.Ties;
break;
}
}
public ConcreteSectionOneWayShearNonPrestressed GetConcreteOneWayShearBeam(double Width, double Height, double fc, double d, bool IsLightWeight)
{
IConcreteSection Section = GetRectangularSection(Width, Height, fc, IsLightWeight);
ConcreteSectionOneWayShearNonPrestressed beam = new ConcreteSectionOneWayShearNonPrestressed(d, Section);
return(beam);
}
public ConcreteSectionCompression GetConcreteCompressionMember(double Width, double Height, double fc, List <RebarPoint> LongitudinalBars, CompressionMemberType CompressionMemberType)
{
CalcLog log = new CalcLog();
IConcreteSection Section = GetRectangularSection(Width, Height, fc);
ConcreteSectionCompression column = new ConcreteSectionCompression(Section, LongitudinalBars, CompressionMemberType, log);
return(column);
}
public ConcreteSectionCompression GetConcreteCompressionMember(double Width, double Height, double fc, List <RebarPoint> LongitudinalBars, ConfinementReinforcementType ConfinementReinforcementType)
{
CalcLog log = new CalcLog();
IConcreteSection Section = GetRectangularSection(Width, Height, fc);
IConcreteFlexuralMember fs = new ConcreteSectionFlexure(Section, LongitudinalBars, new CalcLog(), ConfinementReinforcementType);
ConcreteSectionCompression column = new ConcreteSectionCompression(fs as IConcreteSectionWithLongitudinalRebar, ConfinementReinforcementType, log);
return(column);
}
public ConcreteSectionTorsion GetConcreteTorsionBeam(double Width, double Height, double fc, double d, bool IsLightWeight, double c_cent)
{
IConcreteSection Section = GetRectangularSection(Width, Height, fc, IsLightWeight);
TorsionShapeFactory tss = new TorsionShapeFactory();
IConcreteTorsionalShape shape = tss.GetShape(Section.SliceableShape, Section.Material,
c_cent);
ConcreteSectionTorsion s = new ConcreteSectionTorsion(shape);
return(s);
}
public double GetMinimumTransverseReinforcement(IConcreteSection Section,
double f_yt, double s, ICalcLog log)
{
double f_c = Section.Material.SpecifiedCompressiveStrength;
double b_w = Section.b_w;
//Table 9.6.3.3—Required Av,min
double A_vMin1 = 0.75 * Section.Material.Sqrt_f_c_prime * ((b_w) / (f_yt)) * s;
double A_vMin2 = 50 * ((b_w) / (f_yt)) * s;
return Math.Max(A_vMin1, A_vMin2);
}
public double GetMinimumTransverseReinforcement(IConcreteSection Section,
double f_yt, double s, ICalcLog log)
{
double f_c = Section.Material.SpecifiedCompressiveStrength;
double b_w = Section.b_w;
//Table 9.6.3.3—Required Av,min
double A_vMin1 = 0.75 * Section.Material.Sqrt_f_c_prime * ((b_w) / (f_yt)) * s;
double A_vMin2 = 50 * ((b_w) / (f_yt)) * s;
return(Math.Max(A_vMin1, A_vMin2));
}
public ConcreteSectionLongitudinalReinforcedBase(IConcreteSection Section, List <RebarPoint> LongitudinalBars, ICalcLog CalcLog, bool UseTransformedSectionForCentroidCalculations = false)
: base(Section, CalcLog)
{
this.Section = Section;
this.longitBars = LongitudinalBars;
this.UseTransformedSectionForCentroidCalculations = UseTransformedSectionForCentroidCalculations;
if (UseTransformedSectionForCentroidCalculations == true)
{
this.TransformedSection = CalculateTransformedSection();
}
else
{
this.TransformedSection = Section.SliceableShape as ISliceableSection;
}
}
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 ReinforcedConcreteBeamNonprestressed(IConcreteSection Section, ICalcLog log)
{
this.ConcreteSection = Section;
this.Log = log;
}
public ConcreteSectionBase(IConcreteSection Section, ICalcLog CalcLog)
: base(CalcLog)
{
this.Section = Section;
}
public ConcreteCompressionSectionBase(IConcreteSection Section,
List <RebarPoint> LongitudinalBars, ICalcLog log)
: base(Section, LongitudinalBars, log)
{
}
public PrestressedBeamSectionBase(IConcreteSection Section,
List <RebarPoint> LongitudinalBars, ICalcLog log)
: base(Section, LongitudinalBars, log)
{
}
public ConcreteSectionLongitudinalReinforcedBase(IConcreteSection Section, List <RebarPoint> LongitudinalBars, ICalcLog CalcLog)
: base(Section, CalcLog)
{
this.Section = Section;
this.longitBars = LongitudinalBars;
}
/// <summary>
/// Constructor used for flexure and axial load analysis.
/// </summary>
public ConcreteSectionFlexure(IConcreteSection Section,
List<RebarPoint> LongitudinalBars, ICalcLog log)
: base(Section, LongitudinalBars, log)
{
}
/// <summary>
/// Constructor used for flexure and axial load analysis.
/// </summary>
public ConcreteSectionFlexure(IConcreteSection Section,
List <RebarPoint> LongitudinalBars, ICalcLog log)
: base(Section, LongitudinalBars, log)
{
}
/// <summary>
/// Constructor used for flexure and axial load analysis.
/// </summary>
public ConcreteSectionFlexure(IConcreteSection Section,
List <RebarPoint> LongitudinalBars, ICalcLog log, ConfinementReinforcementType ConfinementReinforcementType)
: base(Section, LongitudinalBars, log, ConfinementReinforcementType)
{
}
public ConcreteSectionCompression(IConcreteSection Section,
List <RebarPoint> LongitudinalBars, CompressionMemberType CompressionMemberType, ICalcLog log)
: base(Section, LongitudinalBars, log)
{
this.CompressionMemberType = CompressionMemberType;
}
public ReinforcedConcreteBeamNonprestressed(IConcreteSection Section, ConfinementReinforcementType ConfinementReinforcementType, ICalcLog log)
{
this.ConcreteSection = Section;
this.Log = log;
this.ConfinementReinforcementType = ConfinementReinforcementType;
}
public ConcreteSectionLongitudinalReinforcedBase(IConcreteSection Section, List<RebarPoint> LongitudinalBars, ICalcLog CalcLog)
: base(Section,CalcLog)
{
this.Section = Section;
this.longitBars = LongitudinalBars;
}
public PrestressedBeamSectionBase(IConcreteSection Section,
List<RebarPoint> LongitudinalBars, ICalcLog log)
: base(Section, LongitudinalBars, log)
{
}
public ConcreteFlexuralSectionBase(IConcreteSection Section, List<RebarPoint> LongitudinalBars, ICalcLog log, double ConvergenceToleranceStrain = 0.000002)
: base(Section, LongitudinalBars, log)
{
this.ConvergenceToleranceStrain = ConvergenceToleranceStrain;
}
public ConcreteSectionBase(IConcreteSection Section, ICalcLog CalcLog)
: base(CalcLog)
{
this.Section = Section;
}
public ConcreteSectionCompression(IConcreteSection Section,
List<RebarPoint> LongitudinalBars, CompressionMemberType CompressionMemberType, ICalcLog log)
: base(Section, LongitudinalBars, log)
{
this.CompressionMemberType = CompressionMemberType;
}
public CMUSectionLongitunallyReinforced(IConcreteSection Section, List <RebarPoint> LongitudinalBars, ICalcLog CalcLog) :
base(Section, LongitudinalBars, CalcLog)
{
}
public ConcreteCompressionSectionBase(IConcreteSection Section,
List<RebarPoint> LongitudinalBars, ICalcLog log)
: base(Section, LongitudinalBars, log)
{
}
public ConcreteFlexuralSectionBase(IConcreteSection Section, List <RebarPoint> LongitudinalBars, ICalcLog log, double ConvergenceToleranceStrain = 0.000002)
: base(Section, LongitudinalBars, log)
{
this.ConvergenceToleranceStrain = ConvergenceToleranceStrain;
}
public PrestressedBeamSectionBase(IConcreteSection Section,
List <RebarPoint> LongitudinalBars, ICalcLog log, ConfinementReinforcementType ConfinementReinforcementType)
: base(Section, LongitudinalBars, log, ConfinementReinforcementType)
{
}
public ReinforcedConcreteBeamNonprestressed(IConcreteSection Section, ICalcLog log)
{
this.ConcreteSection = Section;
this.Log = log;
}
