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 ConcreteSectionCompression(ConcreteSectionFlexure FlexuralSection, CompressionMemberType CompressionMemberType, ICalcLog log)
: base(FlexuralSection.Section, FlexuralSection.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 ConcreteSectionCompression GetCompressionMember(ConcreteSectionFlexure flexuralSection,
CompressionMemberType CompressionMemberType)
{
CalcLog log = new CalcLog();
ConcreteSectionCompression compSection = new ConcreteSectionCompression(flexuralSection, CompressionMemberType, log);
return compSection;
}
public ConcreteSectionCompression GetCompressionMemberFromFlexuralSection(ConcreteSectionFlexure flexuralSection,
CompressionMemberType CompressionMemberType)
{
CalcLog log = new CalcLog();
ConcreteSectionCompression compSection = new ConcreteSectionCompression(flexuralSection, CompressionMemberType, log);
return(compSection);
}
public ConcreteSectionCompression GetCompressionMemberFromFlexuralSection(ConcreteSectionFlexure flexuralSection,
ConfinementReinforcementType ConfinementReinforcement, bool IsPrestressed = false)
{
CalcLog log = new CalcLog();
CompressionMemberType CompressionMemberType = GetCompressionMemberType(ConfinementReinforcement, IsPrestressed);
ConcreteSectionCompression compSection = new ConcreteSectionCompression(flexuralSection, CompressionMemberType, log);
return(compSection);
}
public ConcreteSectionCompression GetRectangularCompressionMember(double Width, double Height, IConcreteMaterial ConcreteMaterial,
List <RebarPoint> LongitudinalBars, ConfinementReinforcementType ConfinementReinforcement,
ICalcLog log, bool IsPrestressed = false)
{
CrossSectionRectangularShape Section = new CrossSectionRectangularShape(ConcreteMaterial, null, Width, Height);
CompressionMemberType CompressionMemberType = GetCompressionMemberType(ConfinementReinforcement, IsPrestressed);
ConcreteSectionCompression column = new ConcreteSectionCompression(Section, LongitudinalBars, CompressionMemberType, log);
return(column);
}
private CompressionMemberType GetCompressionMemberType(ConfinementReinforcementType ConfinementReinforcement, bool IsPrestressed)
{
CompressionMemberType CompressionMemberType = Concrete.ACI318_14.CompressionMemberType.NonPrestressedWithTies;
switch (ConfinementReinforcement)
{
case ConfinementReinforcementType.Spiral:
CompressionMemberType = IsPrestressed == false ? CompressionMemberType.NonPrestressedWithSpirals : Concrete.ACI318_14.CompressionMemberType.PrestressedWithSpirals;
break;
case ConfinementReinforcementType.Ties:
CompressionMemberType = IsPrestressed == false ? CompressionMemberType.NonPrestressedWithTies : Concrete.ACI318_14.CompressionMemberType.PrestressedWithTies;
break;
default:
CompressionMemberType = IsPrestressed == false ? CompressionMemberType.NonPrestressedWithTies : Concrete.ACI318_14.CompressionMemberType.PrestressedWithTies;
break;
}
return(CompressionMemberType);
}
public ConcreteSectionCompression(ConcreteSectionFlexure FlexuralSection, CompressionMemberType CompressionMemberType, ICalcLog log)
: base(FlexuralSection.Section, FlexuralSection.LongitudinalBars, log)
{
this.CompressionMemberType = CompressionMemberType;
}
public ConcreteSectionCompression(IConcreteSection Section,
List<RebarPoint> LongitudinalBars, CompressionMemberType CompressionMemberType, ICalcLog log)
: base(Section, LongitudinalBars, log)
{
this.CompressionMemberType = CompressionMemberType;
}
public ConcreteSectionCompression(ConcreteSectionFlexure FlexuralSection, CompressionMemberType CompressionMemberType, ICalcLog log)
: base(FlexuralSection.Section, FlexuralSection.LongitudinalBars, log)
{
this.CompressionMemberType = CompressionMemberType;
}
public ConcreteSectionCompression(IConcreteSection Section,
List <RebarPoint> LongitudinalBars, CompressionMemberType CompressionMemberType, ICalcLog log)
: base(Section, LongitudinalBars, log)
{
this.CompressionMemberType = CompressionMemberType;
}
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);
}
