private void CalculateValuesBasic()
{
this.Rebar1Diameter = Bar1.Diameter;
this.Rebar2Diameter = Bar2.Diameter;
DevelopmentTension td1 = new DevelopmentTension(Concrete, Bar1,MeetsRebarSpacingAndEdgeDistance,IsTopRebar,1.0,true, Log);
DevelopmentTension td2 = new DevelopmentTension(Concrete, Bar2, MeetsRebarSpacingAndEdgeDistance, IsTopRebar, 1.0, true, Log);
this.Rebar1DevelopmentLength = td1.GetTensionDevelopmentLength(HasMinimumTransverseReinforcement);
this.Rebar2DevelopmentLength = td2.GetTensionDevelopmentLength(HasMinimumTransverseReinforcement);
}
private void CalculateValuesBasic()
{
this.Rebar1Diameter = Bar1.Diameter;
this.Rebar2Diameter = Bar2.Diameter;
DevelopmentTension td1 = new DevelopmentTension(Concrete, Bar1, MeetsRebarSpacingAndEdgeDistance, IsTopRebar, 1.0, true, Log);
DevelopmentTension td2 = new DevelopmentTension(Concrete, Bar2, MeetsRebarSpacingAndEdgeDistance, IsTopRebar, 1.0, true, Log);
this.Rebar1DevelopmentLength = td1.GetTensionDevelopmentLength(HasMinimumTransverseReinforcement);
this.Rebar2DevelopmentLength = td2.GetTensionDevelopmentLength(HasMinimumTransverseReinforcement);
}
private void CalculateValuesDetailed()
{
this.Rebar1Diameter = Bar1.Diameter;
this.Rebar2Diameter = Bar2.Diameter;
DevelopmentTension td1 = new DevelopmentTension(Concrete, Bar1, ClearSpacing, ClearCover, IsTopRebar, 1.0, true, Log);
DevelopmentTension td2 = new DevelopmentTension(Concrete, Bar2, ClearSpacing, ClearCover, IsTopRebar, 1.0, true, Log);
this.Rebar1DevelopmentLength = td1.GetTensionDevelopmentLength(A_tr, s_tr, n);
this.Rebar2DevelopmentLength = td2.GetTensionDevelopmentLength(A_tr, s_tr, n);
}
public static Dictionary<string, object> StraightBarTensionDevelopmentLengthDetailed(Concrete.ACI318.General.Concrete.ConcreteMaterial ConcreteMaterial, double d_b,
RebarMaterial RebarMaterial, string RebarCoatingType, string RebarCastingPosition, double ExcessRebarRatio, double s_clear, double c_c,
double A_tr, double s_tr, double n, string Code = "ACI318-14")
{
//Default values
double l_d = 0;
//Calculation logic:
IRebarMaterial mat = RebarMaterial.Material;
bool IsEpoxyCoated = false;
switch (RebarCoatingType)
{
case "Uncoated": IsEpoxyCoated = false; break;
case "EpoxyCoated": IsEpoxyCoated = true; break;
default: throw new Exception("Unrecognized rebar coating. Please check string input"); break;
}
Rebar rebar = new Rebar(d_b, IsEpoxyCoated, mat);
bool IsTopRebar = false;
switch (RebarCastingPosition)
{
case "Other": IsTopRebar = false; break;
case "Top": IsTopRebar = true; break;
default: throw new Exception("Unrecognized rebar casting position. Please check string input"); break;
}
CalcLog log = new CalcLog();
DevelopmentTension d = new DevelopmentTension(ConcreteMaterial.Concrete,rebar,s_clear,c_c,IsTopRebar,ExcessRebarRatio,true,log);
l_d = d.GetTensionDevelopmentLength(A_tr,s_tr,n);
return new Dictionary<string, object>
{
{ "l_d", l_d }
};
}
private void CalculateValuesDetailed()
{
this.Rebar1Diameter = Bar1.Diameter;
this.Rebar2Diameter = Bar2.Diameter;
DevelopmentTension td1 = new DevelopmentTension(Concrete, Bar1, ClearSpacing, ClearCover, IsTopRebar, 1.0, true, Log);
DevelopmentTension td2 = new DevelopmentTension(Concrete, Bar2, ClearSpacing, ClearCover, IsTopRebar, 1.0, true, Log);
this.Rebar1DevelopmentLength = td1.GetTensionDevelopmentLength(A_tr,s_tr,n);
this.Rebar2DevelopmentLength = td2.GetTensionDevelopmentLength(A_tr, s_tr, n);
}
public static Dictionary<string, object> StraightBarTensionDevelopmentLengthBasic(Concrete.ACI318.General.Concrete.ConcreteMaterial ConcreteMaterial, double d_b,
Concrete.ACI318.General.Reinforcement.RebarMaterial RebarMaterial,
string RebarCoatingType, string RebarCastingPosition, double ExcessRebarRatio, bool MeetsRebarSpacingAndEdgeDistance,
bool HasMinimumTransverseReinforcement = false, string Code = "ACI318-14")
{
//Default values
double l_d = 0;
//Calculation logic:
IRebarMaterial mat = RebarMaterial.Material;
bool IsEpoxyCoated = false;
switch (RebarCoatingType)
{
case "Uncoated" : IsEpoxyCoated= false; break;
case "EpoxyCoated": IsEpoxyCoated=true; break;
default: throw new Exception("Unrecognized rebar coating. Please check string input"); break;
}
Rebar rebar = new Rebar(d_b, IsEpoxyCoated, mat);
bool IsTopRebar = false;
switch (RebarCastingPosition)
{
case "Other" : IsTopRebar= false; break;
case "Top": IsTopRebar=true; break;
default: throw new Exception("Unrecognized rebar casting position. Please check string input"); break;
}
CalcLog log = new CalcLog();
DevelopmentTension d = new DevelopmentTension(ConcreteMaterial.Concrete, rebar, MeetsRebarSpacingAndEdgeDistance, IsTopRebar, ExcessRebarRatio, true, log);
l_d = d.GetTensionDevelopmentLength(HasMinimumTransverseReinforcement);
return new Dictionary<string, object>
{
{ "l_d", l_d }
};
}
