public static Dictionary <string, object> StraightBarTensionLapSpliceLengthBasic(Concrete.ACI318.General.Concrete.ConcreteMaterial ConcreteMaterial, double d_b1, double d_b2,
RebarMaterial RebarMaterial, string RebarSpliceClass = "B", string RebarCoatingType = "Uncoated", string RebarCastingPosition = "Top", double ExcessRebarRatio = 1.0,
bool MeetsRebarSpacingAndEdgeDistance = true, bool HasMinimumTransverseReinforcement = false, string Code = "ACI318-14")
{
//Default values
double l_st = 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");
}
Rebar rebar1 = new Rebar(d_b1, IsEpoxyCoated, mat);
Rebar rebar2 = new Rebar(d_b2, 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");
}
TensionLapSpliceClass _RebarSpliceClass;
bool IsValidRebarSpliceClass = Enum.TryParse(RebarSpliceClass, true, out _RebarSpliceClass);
if (IsValidRebarSpliceClass == false)
{
throw new Exception("Failed to convert string. RebarSpliceClass not recognzed (A and B are acceptable inputs). Please check input");
}
CalcLog log = new CalcLog();
TensionLapSplice d = new TensionLapSplice(ConcreteMaterial.Concrete, rebar1, rebar2, MeetsRebarSpacingAndEdgeDistance, HasMinimumTransverseReinforcement, IsTopRebar, _RebarSpliceClass, log);
l_st = d.Length;
return(new Dictionary <string, object>
{
{ "l_st", l_st }
});
}
public static Dictionary <string, object> StraightBarTensionLapSpliceLengthDetailed(Concrete.ACI318.General.Concrete.ConcreteMaterial ConcreteMaterial, double d_b1, double d_b2,
RebarMaterial RebarMaterial, string RebarSpliceClass = "B", string RebarCoatingType = "Uncoated", string RebarCastingPosition = "Top", double s_clear = 3, double c_c = 1.5,
double A_tr = 0.44, double s_tr = 12, double n = 5, string Code = "ACI318-14")
{
//Default values
double l_st = 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 rebar1 = new Rebar(d_b1, IsEpoxyCoated, mat);
Rebar rebar2 = new Rebar(d_b2, 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;
}
TensionLapSpliceClass _RebarSpliceClass;
bool IsValidRebarSpliceClass = Enum.TryParse(RebarSpliceClass, true, out _RebarSpliceClass);
if (IsValidRebarSpliceClass == false)
{
throw new Exception("Failed to convert string. RebarSpliceClass not recognzed (A and B are acceptable inputs). Please check input");
}
CalcLog log = new CalcLog();
TensionLapSplice ls = new TensionLapSplice(ConcreteMaterial.Concrete, rebar1, rebar2, s_clear, c_c, IsTopRebar, A_tr, s_tr, n, _RebarSpliceClass, log);
l_st = ls.Length;
return(new Dictionary <string, object>
{
{ "l_st", l_st }
});
}
