public static Dictionary <string, object> CompressionLapSpliceLength(Concrete.ACI318.General.Concrete.ConcreteMaterial ConcreteMaterial, double d_b,
RebarMaterial RebarMaterial, bool HasConfiningReinforcement = false, string Code = "ACI318-14")
{
//Default values
double l_sc = 0;
//Calculation logic:
IRebarMaterial mat = RebarMaterial.Material;
Rebar rebar = new Rebar(d_b, false, mat);
return(new Dictionary <string, object>
{
{ "l_sc", l_sc }
});
}
public static Dictionary <string, object> UpperLimitOnShearStrength(Concrete.ACI318.General.Concrete.ConcreteMaterial ConcreteMaterial,
double b_w, double d, double phiV_c, string Code = "ACI318-14")
{
//Default values
double phiV_nMax = 0;
//Calculation logic:
IConcreteMaterial mat = ConcreteMaterial.Concrete;
CrossSectionRectangularShape shape = new CrossSectionRectangularShape(mat, null, b_w, d);
ConcreteSectionOneWayShearNonPrestressed section = new ConcreteSectionOneWayShearNonPrestressed(d, shape);
phiV_nMax = section.GetUpperLimitShearStrength(phiV_c * 1000.0) / 1000.0; //default ACI units are psi. Convert to ksi, consistent with Dynamo nodes
return(new Dictionary <string, object>
{
{ "phiV_nMax", phiV_nMax }
});
}
public static Dictionary <string, object> CompressionDevelopmentLengthBasic(Concrete.ACI318.General.Concrete.ConcreteMaterial ConcreteMaterial, double d_b,
RebarMaterial RebarMaterial, bool HasConfiningReinforcement = false, string Code = "ACI318-14")
{
//Default values
double l_dc = 0;
//Calculation logic:
IRebarMaterial mat = RebarMaterial.Material;
Rebar rebar = new Rebar(d_b, false, mat);
CalcLog log = new CalcLog();
DevelopmentCompression cd = new DevelopmentCompression(ConcreteMaterial.Concrete, rebar, log, HasConfiningReinforcement);
l_dc = cd.Length;
return(new Dictionary <string, object>
{
{ "l_dc", l_dc }
});
}
public static Dictionary <string, object> OneWayShearStrengthProvidedByConcrete(Concrete.ACI318.General.Concrete.ConcreteMaterial ConcreteMaterial,
double b_w, double d, double h, double N_u = 0.0, double rho_w = 0.0, double M_u = 0.0, double V_u = 0.0, string Code = "ACI318-14")
{
//Default values
double phiV_c = 0;
//Calculation logic:
IConcreteMaterial mat = ConcreteMaterial.Concrete;
CrossSectionRectangularShape shape = new CrossSectionRectangularShape(mat, null, b_w, h);
ConcreteSectionOneWayShearNonPrestressed section = new ConcreteSectionOneWayShearNonPrestressed(d, shape);
phiV_c = section.GetConcreteShearStrength(N_u * 1000.0, rho_w, M_u * 1000.0, V_u * 1000.0) / 1000.0; //default ACI units are psi. Convert to ksi, consistent with Dynamo nodes
return(new Dictionary <string, object>
{
{ "phiV_c", phiV_c }
});
}
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> StandardHookTensionDevelopmentLengthBasic(Concrete.ACI318.General.Concrete.ConcreteMaterial ConcreteMaterial, double d_b,
RebarMaterial RebarMaterial, double ExcessRebarRatio = 1.0, string RebarCoatingType = "Uncoated", string Code = "ACI318-14")
{
//Default values
double l_dh = 0;
//Calculation logic:
IRebarMaterial mat = RebarMaterial.Material;
bool IsEpoxyCoated = true;
if (RebarCoatingType.ToLower() == "uncoated")
{
IsEpoxyCoated = false;
}
else if (RebarCoatingType.ToLower() == "epoxycoated")
{
IsEpoxyCoated = true;
}
else
{
throw new Exception("Unrecognized rebar coating string.");
}
Rebar rebar = new Rebar(d_b, IsEpoxyCoated, mat);
CalcLog log = new CalcLog();
StandardHookInTension hook = new StandardHookInTension(ConcreteMaterial.Concrete, rebar, log, ExcessRebarRatio);
l_dh = hook.GetDevelopmentLength();
return(new Dictionary <string, object>
{
{ "l_dh", l_dh }
});
}
public static Dictionary <string, object> StandardHookTensionDevelopmentLengthDetailed(Concrete.ACI318.General.Concrete.ConcreteMaterial ConcreteMaterial, double d_b,
RebarMaterial RebarMaterial, string HookType = "Degree90", string RebarCoatingType = "Uncoated", double ExcessRebarRatio = 1.0, double c_side = 1.5, double c_extension = 1.5, string EnclosingRebarDirection = "Parallel",
double s_enclosing = 12, string Code = "ACI318-14")
{
//Default values
double l_dh = 0;
//Calculation logic:
IRebarMaterial mat = RebarMaterial.Material;
bool IsEpoxyCoated = true;
if (RebarCoatingType.ToLower() == "uncoated")
{
IsEpoxyCoated = false;
}
else if (RebarCoatingType.ToLower() == "epoxycoated")
{
IsEpoxyCoated = true;
}
else
{
throw new Exception("Unrecognized rebar coating string.");
}
Rebar rebar = new Rebar(d_b, IsEpoxyCoated, mat);
CalcLog log = new CalcLog();
StandardHookInTension hook = new StandardHookInTension(ConcreteMaterial.Concrete, rebar, log, ExcessRebarRatio);
HookType _HookType;
bool IsValidHookTypeString = Enum.TryParse(HookType, true, out _HookType);
if (IsValidHookTypeString == false)
{
throw new Exception("Failed to convert string. Check HookType string. Please check input");
}
bool enclosingRebarIsPerpendicular = false;
if (EnclosingRebarDirection.ToLower() == "perpendicular")
{
enclosingRebarIsPerpendicular = true;
}
else if (EnclosingRebarDirection.ToLower() == "parallel")
{
enclosingRebarIsPerpendicular = false;
}
else
{
throw new Exception("Failed to convert string. Check EnclosingRebarDirection string. Please check input");
}
l_dh = hook.GetDevelopmentLength(_HookType, c_side, c_extension, enclosingRebarIsPerpendicular, s_enclosing);
return(new Dictionary <string, object>
{
{ "l_dh", l_dh }
});
}
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 }
});
}
public static Dictionary <string, object> StraightBarTensionDevelopmentLengthDetailed(Concrete.ACI318.General.Concrete.ConcreteMaterial ConcreteMaterial, double d_b,
RebarMaterial RebarMaterial, string RebarCoatingType = "Uncoated", string RebarCastingPosition = "Top", double ExcessRebarRatio = 1.0, 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_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 }
});
}
public static Dictionary <string, object> StraightBarTensionDevelopmentLengthBasic(Concrete.ACI318.General.Concrete.ConcreteMaterial ConcreteMaterial, double d_b,
Concrete.ACI318.General.Reinforcement.RebarMaterial RebarMaterial,
string RebarCoatingType = "Uncoated", string RebarCastingPosition = "Top", double ExcessRebarRatio = 1.0, bool MeetsRebarSpacingAndEdgeDistance = true,
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");
}
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");
}
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 }
});
}
