private StandardHookInTension CreateHookObject(double ConcStrength, double RebarDiameter, bool IsEpoxyCoated,
ConcreteTypeByWeight typeByWeight, double ExcessFlexureReinforcementRatio)
{
MockRepository mocks = new MockRepository();
IRebarMaterial rebarMat = mocks.Stub <IRebarMaterial>();
Expect.Call(rebarMat.YieldStress).Return(60000);
Rebar rebar = new Rebar(RebarDiameter, IsEpoxyCoated, rebarMat);
ICalcLogEntry entryStub = mocks.Stub <ICalcLogEntry>();
ICalcLog logStub = mocks.Stub <ICalcLog>();
//IConcreteMaterial ConcStub = mocks.Stub<IConcreteMaterial>();
IConcreteMaterial ConcStub = new ConcreteMaterial(ConcStrength, typeByWeight, logStub) as IConcreteMaterial;
ConcStub.SpecifiedCompressiveStrength = ConcStrength;
ConcStub.TypeByWeight = typeByWeight;
using (mocks.Record())
{
logStub.CreateNewEntry();
LastCall.Return(entryStub);
}
StandardHookInTension tensHook = new StandardHookInTension(ConcStub, rebar, logStub, ExcessFlexureReinforcementRatio);
return(tensHook);
}
public void GetDevelopmentLength_PCAExample_10000psiN3bar_ReturnsValue()
{
double ConcStrength = 10000;
double RebarDiam = 0.375;
StandardHookInTension stdHook = CreateHookObject(ConcStrength, RebarDiam);
double ldh = Math.Round(stdHook.GetDevelopmentLength(), 0);
Assert.AreEqual(6.0, ldh);
}
public void GetDevelopmentLength_PCAExample_3000psiN18bar_ReturnsValue()
{
double ConcStrength = 3000;
double RebarDiam = 2.257;
StandardHookInTension stdHook = CreateHookObject(ConcStrength, RebarDiam);
double ldh = Math.Round(stdHook.GetDevelopmentLength(), 0);
Assert.AreEqual(49.0, ldh); //PCA is 49.5
}
public void GetDevelopmentLength_PCAExample_4000psiN6bar_ReturnsValue()
{
double ConcStrength = 4000;
double RebarDiam = 0.75;
StandardHookInTension stdHook = CreateHookObject(ConcStrength, RebarDiam);
double ldh = Math.Round(stdHook.GetDevelopmentLength(), 1);
Assert.Equal(14.2, ldh);
}
private StandardHookInTension CreateHookObject(double ConcStrength, double RebarDiameter, bool IsEpoxyCoated,
ConcreteTypeByWeight typeByWeight, double ExcessFlexureReinforcementRatio)
{
IRebarMaterial rebarMat = new RebarMaterialGeneral(60000);
Rebar rebar = new Rebar(RebarDiameter, IsEpoxyCoated, rebarMat);
IConcreteMaterial ConcStub = new ConcreteMaterial(ConcStrength, typeByWeight, null) as IConcreteMaterial;
ConcStub.SpecifiedCompressiveStrength = ConcStrength;
ConcStub.TypeByWeight = typeByWeight;
StandardHookInTension tensHook = new StandardHookInTension(ConcStub, rebar, null, ExcessFlexureReinforcementRatio);
return(tensHook);
}
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 }
});
}