//Detailed calculation
public TensionLapSplice
(
IConcreteMaterial Concrete,
Rebar Bar1,
Rebar Bar2,
double ClearSpacing,
double ClearCover,
bool IsTopRebar,
double A_tr,
double s_tr,
double n,
TensionLapSpliceClass SpliceClass,
ICalcLog log
)
: base(log)
{
this.Concrete =Concrete ;
this.Bar1 =Bar1 ;
this.Bar2 =Bar2 ;
this.ClearSpacing=ClearSpacing;
this.ClearCover =ClearCover ;
this.IsTopRebar = IsTopRebar;
this.A_tr =A_tr ;
this.s_tr =s_tr ;
this.n = n;
this.SpliceClass = SpliceClass;
CalculateValuesDetailed();
}
//Basic calculation
public TensionLapSplice
(
IConcreteMaterial Concrete,
Rebar Bar1,
Rebar Bar2,
bool MeetsRebarSpacingAndEdgeDistance,
bool HasMinimumTransverseReinforcement,
bool IsTopRebar,
TensionLapSpliceClass SpliceClass,
ICalcLog log
)
: base(log)
{
this.Concrete = Concrete;
this.Bar1 = Bar1;
this.Bar2 = Bar2;
this.MeetsRebarSpacingAndEdgeDistance=MeetsRebarSpacingAndEdgeDistance;
this.HasMinimumTransverseReinforcement=HasMinimumTransverseReinforcement;
this.SpliceClass = SpliceClass;
this.IsTopRebar = IsTopRebar;
this.A_tr = A_tr;
this.s_tr = s_tr;
this.n = n;
CalculateValuesBasic();
}
//Detailed calculation
public TensionLapSplice
(
IConcreteMaterial Concrete,
Rebar Bar1,
Rebar Bar2,
double ClearSpacing,
double ClearCover,
bool IsTopRebar,
double A_tr,
double s_tr,
double n,
TensionLapSpliceClass SpliceClass,
ICalcLog log
)
: base(log)
{
this.Concrete = Concrete;
this.Bar1 = Bar1;
this.Bar2 = Bar2;
this.ClearSpacing = ClearSpacing;
this.ClearCover = ClearCover;
this.IsTopRebar = IsTopRebar;
this.A_tr = A_tr;
this.s_tr = s_tr;
this.n = n;
this.SpliceClass = SpliceClass;
CalculateValuesDetailed();
}
//Basic calculation
public TensionLapSplice
(
IConcreteMaterial Concrete,
Rebar Bar1,
Rebar Bar2,
bool MeetsRebarSpacingAndEdgeDistance,
bool HasMinimumTransverseReinforcement,
bool IsTopRebar,
TensionLapSpliceClass SpliceClass,
ICalcLog log
)
: base(log)
{
this.Concrete = Concrete;
this.Bar1 = Bar1;
this.Bar2 = Bar2;
this.MeetsRebarSpacingAndEdgeDistance = MeetsRebarSpacingAndEdgeDistance;
this.HasMinimumTransverseReinforcement = HasMinimumTransverseReinforcement;
this.SpliceClass = SpliceClass;
this.IsTopRebar = IsTopRebar;
this.A_tr = A_tr;
this.s_tr = s_tr;
this.n = n;
CalculateValuesBasic();
}
public TensionLapSplice(
double rebar1Diameter, double rebar1DevelopmentLength,
double rebar2Diameter, double rebar2DevelopmentLength,
TensionLapSpliceClass SpliceClass,
ICalcLog log) : base(log)
{
this.spliceClass = SpliceClass;
this.Rebar1Diameter = rebar1Diameter;
this.Rebar2Diameter = rebar2Diameter;
this.Rebar1DevelopmentLength = Rebar1DevelopmentLength;
this.Rebar2DevelopmentLength = Rebar2DevelopmentLength;
}
public TensionLapSplice(
double rebar1Diameter, double rebar1DevelopmentLength,
double rebar2Diameter, double rebar2DevelopmentLength,
TensionLapSpliceClass SpliceClass,
ICalcLog log):base(log)
{
this.spliceClass = SpliceClass;
this.Rebar1Diameter = rebar1Diameter;
this.Rebar2Diameter = rebar2Diameter;
this.Rebar1DevelopmentLength = Rebar1DevelopmentLength;
this.Rebar2DevelopmentLength = Rebar2DevelopmentLength;
}
