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 ConcreteMaterial(double SpecifiedConcreteStrength,
ConcreteTypeByWeight ConcreteType, TypeOfLightweightConcrete LightWeightConcreteType, ICalcLog log)
: base(SpecifiedConcreteStrength, ConcreteType, log)
{
this.LightWeightConcreteType = LightWeightConcreteType;
}
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 ConcreteMaterial(double SpecifiedConcreteStrength,
ConcreteTypeByWeight ConcreteType, TypeOfLightweightConcrete LightWeightConcreteType, ICalcLog log)
: base(SpecifiedConcreteStrength, ConcreteType, log)
{
this.LightWeightConcreteType = LightWeightConcreteType;
}
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)
{
IRebarMaterial rebarMat = new RebarMaterialGeneral(60000);
//IConcreteMaterial ConcStub = mocks.Stub<IConcreteMaterial>();
IConcreteMaterial ConcStub = new ConcreteMaterial(ConcStrength, typeByWeight, lightWeightType,
null) as IConcreteMaterial;
ConcStub.SpecifiedCompressiveStrength = ConcStrength;
ConcStub.TypeByWeight = typeByWeight;
ConcStub.AverageSplittingTensileStrength = AverageSplitStrength;
DevelopmentTension tensDev = new DevelopmentTension(ConcStub,
new Rebar(RebarDiameter, IsEpoxyCoated, rebarMat),
ClearSpacing, ClearCover, IsTopRebar, ExcessRebarRatio, checkMinLength, null);
return(tensDev);
}
