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 IConcreteMaterial GetConcreteMaterial(double fc, bool IsLightWeight)
{
ConcreteMaterial concrete;
if (IsLightWeight == true)
{
concrete = new ConcreteMaterial(fc, ConcreteTypeByWeight.Lightweight, log);
}
else
{
concrete = new ConcreteMaterial(fc, ConcreteTypeByWeight.Normalweight, log);
}
return concrete;
}
public ConcreteSectionFlexure GetNonPrestressedDoublyReinforcedRectangularSection(double b, double h,
double A_s1,double A_s2,double c_cntr1,double c_cntr2,
double A_s_prime1,double A_s_prime2, double c_cntr_prime1, double c_cntr_prime2,
ConcreteMaterial concrete, IRebarMaterial rebar)
{
CrossSectionRectangularShape Section = new CrossSectionRectangularShape(concrete, null, b, h);
List<RebarPoint> LongitudinalBars = new List<RebarPoint>();
Rebar bottom1 = new Rebar(A_s1, rebar);
RebarPoint pointBottom1 = new RebarPoint(bottom1, new RebarCoordinate() { X = 0, Y = -h / 2.0 + c_cntr1 });
LongitudinalBars.Add(pointBottom1);
if (A_s2!=0)
{
Rebar bottom2 = new Rebar(A_s2, rebar);
RebarPoint pointBottom2 = new RebarPoint(bottom2, new RebarCoordinate() { X = 0, Y = -h / 2.0 + c_cntr2 });
LongitudinalBars.Add(pointBottom2);
}
if (A_s_prime1 != 0)
{
Rebar top1 = new Rebar(A_s_prime1, rebar);
RebarPoint pointTop1 = new RebarPoint(top1, new RebarCoordinate() { X = 0, Y = h / 2.0 - c_cntr_prime1 });
LongitudinalBars.Add(pointTop1);
}
if (A_s_prime2 != 0)
{
Rebar top2 = new Rebar(A_s_prime2, rebar);
RebarPoint pointTop2 = new RebarPoint(top2, new RebarCoordinate() { X = 0, Y = h / 2.0 - c_cntr_prime2 });
LongitudinalBars.Add(pointTop2);
}
CalcLog log = new CalcLog();
ConcreteSectionFlexure beam = new ConcreteSectionFlexure(Section, LongitudinalBars, log);
return beam;
}
public IConcreteMaterial GetConcreteMaterial(double fc)
{
ConcreteMaterial concrete = new ConcreteMaterial(fc, ConcreteTypeByWeight.Normalweight, log);
return concrete;
}
private DevelopmentTension CreateDevelopmentObject(double ConcStrength, double RebarDiameter, bool IsEpoxyCoated,
ConcreteTypeByWeight typeByWeight, TypeOfLightweightConcrete lightWeightType, double AverageSplitStrength,
double ClearSpacing, double ClearCover, bool IsTopRebar, double ExcessRebarRatio, bool checkMinLength)
{
MockRepository mocks = new MockRepository();
IRebarMaterial rebarMat = mocks.Stub<IRebarMaterial>();
Expect.Call(rebarMat.YieldStress).Return(60000);
//IRebarMaterial rebarMat = new MaterialAstmA706() as IRebarMaterial;
ICalcLogEntry entryStub = mocks.Stub<ICalcLogEntry>();
//entryStub.DependencyValues = new Dictionary<string, double>();
ICalcLog logStub = mocks.Stub<ICalcLog>();
//IConcreteMaterial ConcStub = mocks.Stub<IConcreteMaterial>();
IConcreteMaterial ConcStub = new ConcreteMaterial(ConcStrength, typeByWeight, lightWeightType,
logStub) as IConcreteMaterial;
ConcStub.SpecifiedCompressiveStrength = ConcStrength;
ConcStub.TypeByWeight = typeByWeight;
ConcStub.AverageSplittingTensileStrength = AverageSplitStrength;
using (mocks.Record())
{
logStub.CreateNewEntry();
LastCall.Return(entryStub);
}
DevelopmentTension tensDev = new DevelopmentTension(ConcStub,
new Rebar(RebarDiameter, IsEpoxyCoated, rebarMat),
ClearSpacing, ClearCover, IsTopRebar, ExcessRebarRatio, checkMinLength, logStub);
return tensDev;
}
public ConcreteSectionFlexure GetNonPrestressedDoublyReinforcedRectangularSection(double b, double h,
double A_s1,double A_s2,double c_cntr1,double c_cntr2,
ConcreteMaterial concreteMaterial, IRebarMaterial rebarMaterial)
{
return GetNonPrestressedDoublyReinforcedRectangularSection(b, h, A_s1, A_s2, c_cntr1, c_cntr2, 0, 0, 0, 0, concreteMaterial, rebarMaterial);
}