public ActionResult Index(ConcreteCoverViewModel viewModel)
{
//if (ModelState.IsValid)
//{
ConcreteCoverCalculator concreteCoverCalculator = new ConcreteCoverCalculator()
{
RebarDiameter = viewModel.ConvertStringToRebarDiameter(viewModel.SelectedRebarDiameter),
ArrangementOfBars = viewModel.ConvertStringToArrangementOfBars(viewModel.SelectedArrangementOfBars),
ConcreteClass = viewModel.ConvertStringToConcreteClass(viewModel.SelectedConcreteClass),
ExposureClass = viewModel.ConvertStringToExposureClass(viewModel.SelectedExposureClass),
BaseStructuralClass = viewModel.ConvertStringToStructuralClass(viewModel.SelectedBaseStructuralClass),
NominalMaximumAggregateSizeIsGreaterThan32mm = viewModel.NominalMaximumAggregateSizeIsGreaterThan32mm,
DesignWorkingLifeOf100Years = viewModel.DesignWorkingLifeOf100Years,
MemberWithSlabGeometry = viewModel.MemberWithSlabGeometry,
SpecialQualityControlOfTheConcreteProductionEnsured = viewModel.SpecialQualityControlOfTheConcreteProductionEnsured,
AdditiveSafetyElement = viewModel.AdditiveSafetyElement / 1000d,
ReductionOfMinimumCoverForUseOfAdditionalProtection = viewModel.ReductionOfMinimumCoverForUseOfAdditionalProtection / 1000d,
ReductionOfMinimumCoverForUseOfStainlessSteel = viewModel.ReductionOfMinimumCoverForUseOfStainlessSteel / 1000d,
AllowanceInDesignForDeviation = viewModel.AllowanceInDesignForDeviation / 1000d
};
concreteCoverCalculator.CalculateNominalConcreteCover();
//}
viewModel.StructuralClass = concreteCoverCalculator.StructuralClass.ToString();
viewModel.MinimumCoverDueToBondRequirement = concreteCoverCalculator.MinimumCoverDueToBondRequirement * 1000d;
viewModel.MinimumCoverDueToEnvironmentalConditions = concreteCoverCalculator.MinimumCoverDueToEnvironmentalConditions * 1000d;
viewModel.MinimumCover = concreteCoverCalculator.MinimumCover * 1000d;
viewModel.NominalCover = concreteCoverCalculator.NominalCover * 1000d;
viewModel.IsCalculated = true;
return(View(viewModel));
}
public void ConcreteCoverController_ViewModel_ReturnProperValues(string testCaseName, string selectedRebarDiameter, string selectedArrangementOfBars, string selectedConcreteClass,
string selectedExposureClass, string selectedBaseStructuralClass, bool nominalMaximumAggregateSizeIsGreaterThan32mm, bool designWorkingLifeOf100Years,
bool memberWithSlabGeometry, bool specialQualityControlOfTheConcreteProductionEnsured, double additiveSafetyElement, double reductionOfMinimumCoverForUseOfAdditionalProtection,
double reductionOfMinimumCoverForUseOfStainlessSteel, double allowanceInDesignForDeviation,
string expectedStructuralClass, double expectedMinimumCoverDueToBondRequirement, double expectedMinimumCoverDueToEnvironmentalConditions, double expectedMinimumCover, double expectedNominalCover)
{
var viewModel = new ConcreteCoverViewModel();
viewModel.SelectedRebarDiameter = selectedRebarDiameter;
//viewModel.SelectedArrangementOfBars = selectedArrangementOfBars;
viewModel.SelectedConcreteClass = selectedConcreteClass;
viewModel.SelectedExposureClass = selectedExposureClass;
viewModel.SelectedBaseStructuralClass = selectedBaseStructuralClass;
viewModel.NominalMaximumAggregateSizeIsGreaterThan32mm = nominalMaximumAggregateSizeIsGreaterThan32mm;
viewModel.DesignWorkingLifeOf100Years = designWorkingLifeOf100Years;
viewModel.MemberWithSlabGeometry = memberWithSlabGeometry;
viewModel.SpecialQualityControlOfTheConcreteProductionEnsured = specialQualityControlOfTheConcreteProductionEnsured;
viewModel.AdditiveSafetyElement = additiveSafetyElement;
viewModel.ReductionOfMinimumCoverForUseOfAdditionalProtection = reductionOfMinimumCoverForUseOfAdditionalProtection;
viewModel.ReductionOfMinimumCoverForUseOfStainlessSteel = reductionOfMinimumCoverForUseOfStainlessSteel;
viewModel.AllowanceInDesignForDeviation = allowanceInDesignForDeviation;
ConcreteCoverCalculator concreteCoverCalculator = new ConcreteCoverCalculator()
{
RebarDiameter = viewModel.ConvertStringToRebarDiameter(viewModel.SelectedRebarDiameter),
//ArrangementOfBars = viewModel.ConvertStringToArrangementOfBars(viewModel.SelectedArrangementOfBars),
ConcreteClass = viewModel.ConvertStringToConcreteClass(viewModel.SelectedConcreteClass),
ExposureClass = viewModel.ConvertStringToExposureClass(viewModel.SelectedExposureClass),
BaseStructuralClass = viewModel.ConvertStringToStructuralClass(viewModel.SelectedBaseStructuralClass),
NominalMaximumAggregateSizeIsGreaterThan32mm = viewModel.NominalMaximumAggregateSizeIsGreaterThan32mm,
DesignWorkingLifeOf100Years = viewModel.DesignWorkingLifeOf100Years,
MemberWithSlabGeometry = viewModel.MemberWithSlabGeometry,
SpecialQualityControlOfTheConcreteProductionEnsured = viewModel.SpecialQualityControlOfTheConcreteProductionEnsured,
AdditiveSafetyElement = viewModel.AdditiveSafetyElement / 1000d,
ReductionOfMinimumCoverForUseOfAdditionalProtection = viewModel.ReductionOfMinimumCoverForUseOfAdditionalProtection / 1000d,
ReductionOfMinimumCoverForUseOfStainlessSteel = viewModel.ReductionOfMinimumCoverForUseOfStainlessSteel / 1000d,
AllowanceInDesignForDeviation = viewModel.AllowanceInDesignForDeviation / 1000d
};
concreteCoverCalculator.CalculateNominalConcreteCover();
viewModel.StructuralClass = concreteCoverCalculator.StructuralClass.ToString();
viewModel.MinimumCoverDueToBondRequirement = concreteCoverCalculator.MinimumCoverDueToBondRequirement * 1000d;
viewModel.MinimumCoverDueToEnvironmentalConditions = concreteCoverCalculator.MinimumCoverDueToEnvironmentalConditions * 1000d;
viewModel.MinimumCover = concreteCoverCalculator.MinimumCover * 1000d;
viewModel.NominalCover = concreteCoverCalculator.NominalCover * 1000d;
Assert.AreEqual(expectedStructuralClass, viewModel.StructuralClass);
Assert.AreEqual(expectedMinimumCoverDueToBondRequirement, viewModel.MinimumCoverDueToBondRequirement);
Assert.AreEqual(expectedMinimumCoverDueToEnvironmentalConditions, viewModel.MinimumCoverDueToEnvironmentalConditions);
Assert.AreEqual(expectedMinimumCover, viewModel.MinimumCover);
Assert.AreEqual(expectedNominalCover, viewModel.NominalCover);
}