public void AnchorageLengthTest_CalculateWithMultipleCoefficients_Success()
{
var reinforcementPosition = AnchoringHelper.CreateReinforcementPosition();
var reinforcement = new Reinforcement(10, 500, false);
var barFormCoefficient = new BarFormCoefficient(reinforcementPosition, reinforcement);
var coverCoefficient = new CoverCoefficient(reinforcementPosition, reinforcement);
var transversePressureCoefficient = new TransversePressureCoefficient(reinforcementPosition, 5);
var transverseReinforcementCoefficient =
new TransverseReinforcementCoefficient(reinforcementPosition, reinforcement, TypeEnum.Beam, 5);
var weldedTransverseBarCoefficient = new WeldedTransverseBarCoefficient();
var coefficients = new List <ICoefficient>();
coefficients.Add(barFormCoefficient);
coefficients.Add(coverCoefficient);
coefficients.Add(transversePressureCoefficient);
coefficients.Add(transverseReinforcementCoefficient);
coefficients.Add(weldedTransverseBarCoefficient);
var anchorageLength = new AnchorageLength(reinforcement, reinforcementPosition,
ConcreteClassEnum.C25_30, TypeEnum.Beam, BondConditionEnum.Good, coefficients);
anchorageLength.CalculateAnchorageLengths();
Assert.AreEqual(375.738, Math.Round(anchorageLength.BasicRequiredAnchorageLength, 3),
"BasicRequiredAnchorageLength not calculated properly.");
Assert.AreEqual(112.721, Math.Round(anchorageLength.MinimumAnchorageLength, 3),
"MinimumAnchorageLength not calculated properly.");
Assert.AreEqual(128.878, Math.Round(anchorageLength.DesignAnchorageLength, 3),
"DesignAnchorageLength not calculated properly.");
}
// GET: Reinforcement
public ActionResult ReinforcementAnchoring()
{
Reinforcement reinforcement = null;
ReinforcementPosition reinforcementPosition = null;
//ConcreteClass concreteClass = null;
ICoefficient barFormCoefficient = new BarFormCoefficient(
reinforcementPosition, reinforcement);
ICoefficient coverCoefficient = new CoverCoefficient(
reinforcementPosition, reinforcement);
ICoefficient transverseReinforcementCoefficient = new TransverseReinforcementCoefficient(
reinforcementPosition, reinforcement, TypeEnum.Beam, 0);
ICoefficient weldedTransverseBarCoefficient = new WeldedTransverseBarCoefficient();
ICoefficient transversePressureCoefficient =
new TransversePressureCoefficient(reinforcementPosition, 0);
var coefficients = new List <ICoefficient>();
coefficients.Add(barFormCoefficient);
coefficients.Add(coverCoefficient);
coefficients.Add(transverseReinforcementCoefficient);
coefficients.Add(weldedTransverseBarCoefficient);
coefficients.Add(transversePressureCoefficient);
var anchorageLength = new AnchoringAnchorageLength();
var reinforcementAnchoringViewModel = new ReinforcementAnchoringViewModel();
return(View("ReinforcementAnchoring", reinforcementAnchoringViewModel));
}
public void CoverCoefficientTest_Calculate_Success()
{
var reinforcementPosition = AnchoringHelper.CreateReinforcementPosition();
var bar = new Bar(10);
var coverCoefficient = new CoverCoefficient(reinforcementPosition, bar);
coverCoefficient.Calculate();
Assert.AreEqual(0.925, Math.Round(coverCoefficient.Coefficient, 3), "Coefficient not calculated properly.");
}
public void CoverCoefficientTest_Constructor_Success()
{
var reinforcementPosition = AnchoringHelper.CreateReinforcementPosition();
var bar = new Bar(12);
var coverCoefficient = new CoverCoefficient(reinforcementPosition, bar);
Assert.IsNotNull(coverCoefficient, "CoverCoefficient should be created.");
Assert.IsNotNull(coverCoefficient.ReinforcementPosition,
"ReinforcementPosition should be set at construction time.");
Assert.IsNotNull(coverCoefficient.Bar,
"Bar should be set at construction time.");
}
public void AnchorageLengthTest_CalculateWithCoverCoefficient_Success()
{
var reinforcementPosition = AnchoringHelper.CreateReinforcementPosition();
var reinforcement = new Reinforcement(10, 500, false);
var coverCoefficient = new CoverCoefficient(reinforcementPosition, reinforcement);
var coefficients = new List <ICoefficient>();
coefficients.Add(coverCoefficient);
var anchorageLength = new AnchorageLength(reinforcement, reinforcementPosition,
ConcreteClassEnum.C25_30, TypeEnum.Beam, BondConditionEnum.Good, coefficients);
anchorageLength.CalculateAnchorageLengths();
Assert.AreEqual(375.738, Math.Round(anchorageLength.BasicRequiredAnchorageLength, 3),
"BasicRequiredAnchorageLength not calculated properly.");
Assert.AreEqual(112.721, Math.Round(anchorageLength.MinimumAnchorageLength, 3),
"MinimumAnchorageLength not calculated properly.");
Assert.AreEqual(347.558, Math.Round(anchorageLength.DesignAnchorageLength, 3),
"DesignAnchorageLength not calculated properly.");
}
public ActionResult CalculateReinforcementAnchoring(ReinforcementAnchoringViewModel reinforcementAnchoringViewModel)
{
var antyCoefficients = new List <Type>();
if (!reinforcementAnchoringViewModel.CalculateBarFormCoefficient)
{
antyCoefficients.Add(typeof(BarFormCoefficient));
}
if (!reinforcementAnchoringViewModel.CalculateCoverCoefficient)
{
antyCoefficients.Add(typeof(CoverCoefficient));
}
if (!reinforcementAnchoringViewModel.CalculateTransverseReinforcementCoefficient)
{
antyCoefficients.Add(typeof(TransverseReinforcementCoefficient));
}
if (!reinforcementAnchoringViewModel.CalculateWeldedTransverseBarCoefficient)
{
antyCoefficients.Add(typeof(WeldedTransverseBarCoefficient));
}
if (!reinforcementAnchoringViewModel.CalculateTransversePressureCoefficient)
{
antyCoefficients.Add(typeof(TransversePressureCoefficient));
}
var reinforcement = new Reinforcement(
reinforcementAnchoringViewModel.ReinforcementDiameter ?? 0,
reinforcementAnchoringViewModel.PressInReinforcement ?? 0,
reinforcementAnchoringViewModel.IsPairOfBars);
var reinforcementPosition = new ReinforcementPosition(
reinforcementAnchoringViewModel.AreAnchoragesInTension,
reinforcementAnchoringViewModel.AnchorageType,
reinforcementAnchoringViewModel.SideCoverDistance ?? 0,
reinforcementAnchoringViewModel.BottomCoverDistance ?? 0,
reinforcementAnchoringViewModel.DistanceBetweenBars ?? 0,
reinforcementAnchoringViewModel.TransverseBarPosition);
ICoefficient barFormCoefficient = new BarFormCoefficient(
reinforcementPosition, reinforcement);
ICoefficient coverCoefficient = new CoverCoefficient(
reinforcementPosition, reinforcement);
ICoefficient transverseReinforcementCoefficient = new TransverseReinforcementCoefficient(
reinforcementPosition, reinforcement, reinforcementAnchoringViewModel.Type,
reinforcementAnchoringViewModel.TransverseReinforcementArea ?? 0);
ICoefficient weldedTransverseBarCoefficient = new WeldedTransverseBarCoefficient();
ICoefficient transversePressureCoefficient = new TransversePressureCoefficient(
reinforcementPosition, reinforcementAnchoringViewModel.TransversePressure ?? 0);
var coefficients = new List <ICoefficient>();
coefficients.Add(barFormCoefficient);
coefficients.Add(coverCoefficient);
coefficients.Add(transverseReinforcementCoefficient);
coefficients.Add(weldedTransverseBarCoefficient);
coefficients.Add(transversePressureCoefficient);
var filteredCoefficients =
coefficients.Where(c => !antyCoefficients.Contains(c.GetType())).ToList();
var anchorageLength = new AnchorageLength(reinforcement, reinforcementPosition,
reinforcementAnchoringViewModel.ConcreteClassName,
reinforcementAnchoringViewModel.Type,
reinforcementAnchoringViewModel.BondCondition,
filteredCoefficients, reinforcementAnchoringViewModel.TransversePressure ?? 0);
anchorageLength.CalculateAnchorageLengths();
reinforcementAnchoringViewModel.AnchoringAnchorageLength = new AnchoringAnchorageLength()
{
AnchorageLength = anchorageLength
};
reinforcementAnchoringViewModel.ShowResults = true;
return(View("ReinforcementAnchoring", reinforcementAnchoringViewModel));
}