// 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));
}
/// <summary>
/// Initializes a new instance of the <see cref="TransverseReinforcementCoefficient"/> class.
/// </summary>
/// <param name="reinforcementPosition">Set <see cref="ReinforcementPosition"/>.</param>
/// <param name="bar">Set <see cref="Bar"/>.</param>
/// <param name="elementType">Set <see cref="Type"/>.</param>
/// <param name="transverseReinforcementArea">Set <see cref="TransverseReinforcementArea"/>.</param>
public TransverseReinforcementCoefficient(ReinforcementPosition reinforcementPosition,
Bar bar, TypeEnum elementType, double transverseReinforcementArea)
{
ReinforcementPosition = reinforcementPosition;
Bar = bar;
Type = elementType;
TransverseReinforcementArea = transverseReinforcementArea;
}
public void ReinforcementPositionTest_Constructor_Success()
{
var reinforcementPosition = new ReinforcementPosition(
false, AnchorageTypeEnum.Loop, 25, 20, 50, TransverseBarPositionEnum.InsideBend);
Assert.IsNotNull(reinforcementPosition, "ReinforcementPosition should be created.");
Assert.IsFalse(reinforcementPosition.AreAnchoragesInTension,
"AreAnchoragesInTension property should be set at construction time.");
Assert.AreEqual(AnchorageTypeEnum.Loop, reinforcementPosition.AnchorageType,
"AnchorageType should be set at construction time.");
Assert.AreEqual(25, reinforcementPosition.SideCoverDistance,
"SideCoverDistance should be set at construction time.");
Assert.AreEqual(20, reinforcementPosition.BottomCoverDistance,
"BottomCoverDistance should be set at construction time.");
Assert.AreEqual(50, reinforcementPosition.DistanceBetweenBars,
"DistanceBetweenBars should be set at construction time.");
Assert.AreEqual(TransverseBarPositionEnum.InsideBend, reinforcementPosition.TransverseBarPosition,
"TransverseBarPosition should be set at construction time.");
}
/// <summary>
/// Initializes a new instance of the <see cref="TransversePressureCoefficient"/> class.
/// </summary>
/// <param name="reinforcementPosition">Set <see cref="ReinforcementPosition"/>.</param>
/// <param name="transversePressure">Set <see cref="TransversePressure"/>.</param>
public TransversePressureCoefficient(ReinforcementPosition reinforcementPosition,
double transversePressure)
{
ReinforcementPosition = reinforcementPosition;
TransversePressure = transversePressure;
}
/// <summary>
/// Initializes a new instance of the <see cref="CoefficientHelper"/> class.
/// </summary>
/// <param name="reinforcementPosition">Set <see cref="ReinforcementPosition"/>.</param>
public CoefficientHelper(ReinforcementPosition reinforcementPosition)
{
ReinforcementPosition = reinforcementPosition;
}
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));
}
/// <summary>
/// Initializes a new instance of the <see cref="CoverCoefficient"/> class.
/// </summary>
/// <param name="reinforcementPosition">Set <see cref="ReinforcementPosition"/>.</param>
/// <param name="bar">Set <see cref="Bar"/>.</param>
public CoverCoefficient(ReinforcementPosition reinforcementPosition, Bar bar)
{
ReinforcementPosition = reinforcementPosition;
Bar = bar;
}
/// <summary>
/// Initializes a new instance of the <see cref="BarFormCoefficient"/> class.
/// </summary>
/// <param name="reinforcementPosition">Set <see cref="ReinforcementPosition"/>.</param>
/// <param name="bar">Set <see cref="Bar"/>.</param>
public BarFormCoefficient(ReinforcementPosition reinforcementPosition, Bar bar)
{
ReinforcementPosition = reinforcementPosition;
Bar = bar;
}
