public void SetUpData()
{
var span = new Mock <ISpan>();
span.Setup(s => s.Length).Returns(10);
span.Setup(s => s.Material.YoungModulus).Returns(2);
span.Setup(s => s.Section.MomentOfInteria).Returns(4);
_span = span.Object;
_continousBendingMomentLoad = ContinousBendingMomentLoad.Create(_span, value: 2);
}
public void SetUpData()
{
var span = new Mock <ISpan>();
span.Setup(s => s.Length).Returns(10);
span.Setup(s => s.Section.Area).Returns(5);
span.Setup(s => s.Material.YoungModulus).Returns(2);
_span = span.Object;
_spanExtendLoad = SpanExtendLoad.Create(_span, lengthIncrease: 10);
}
public void SetUpData()
{
var span = new Mock <ISpan>();
span.Setup(s => s.Length).Returns(10);
span.Setup(s => s.Section.Area).Returns(5);
span.Setup(s => s.Material.YoungModulus).Returns(2);
span.Setup(s => s.Material.ThermalExpansionCoefficient).Returns(3);
_span = span.Object;
_alongTemperatureDifferenceLoad = AlongTemperatureDifferenceLoad.Create(span.Object, 10);
}
public void SetUpData()
{
var span = new Mock <ISpan>();
span.Setup(s => s.Length).Returns(10);
span.Setup(s => s.Material.YoungModulus).Returns(2);
span.Setup(s => s.Section.MomentOfInteria).Returns(3);
_span = span.Object;
_continousShearLoad = ContinousShearLoad.Create(
startPosition: 1, startValue: 2, endPosition: 5, endValue: 10);
}
public void SetUpData()
{
var span = new Mock <ISpan>();
span.Setup(s => s.Length).Returns(10);
span.Setup(s => s.Section.SolidHeight).Returns(5);
span.Setup(s => s.Section.MomentOfInteria).Returns(2);
span.Setup(s => s.Material.ThermalExpansionCoefficient).Returns(2);
span.Setup(s => s.Material.YoungModulus).Returns(3);
_span = span.Object;
_upDownTemperatureDifferenceLoad = UpDownTemperatureDifferenceLoad.Create(
_span, upperTemperature: 10, lowerTemperature: 5);
}
private void SetContinousLoads()
{
double angleInRadians = Angle * Math.PI / 180;
_horizontalContinousLoad = ContinousNormalLoad.Create(
this.StartPosition.Position,
this.StartPosition.Value * Math.Sin(angleInRadians),
this.EndPosition.Position,
this.EndPosition.Value * Math.Sin(angleInRadians));
_verticalContinousLoad = ContinousShearLoad.Create(
this.StartPosition.Position,
this.StartPosition.Value * Math.Cos(angleInRadians),
this.EndPosition.Position,
this.EndPosition.Value * Math.Cos(angleInRadians));
}
public HorizontalDeflectionResult(IContinousLoad continousLoad) : base(continousLoad)
{
}
public RotationResult(IContinousLoad continousLoad) : base(continousLoad)
{
}
public VerticalDeflectionResult(IContinousLoad continousLoad) : base(continousLoad)
{
}
public NormalForceResult(IContinousLoad continousLoad) : base(continousLoad)
{
}
protected DisplacementResultBase(IContinousLoad continousLoad) : base(continousLoad)
{
}
private double GetForceAtTheCalculatedPoint(IContinousLoad load) => (load.EndPosition.Value - load.StartPosition.Value) / (load.EndPosition.Position - load.StartPosition.Position) * (_distanceFromLeftSide - _currentLength - load.StartPosition.Position) + load.StartPosition.Value;
protected ResultBase(IContinousLoad continousLoad)
{
ContinousLoad = continousLoad ?? throw new ArgumentNullException(nameof(continousLoad));
}
protected ForceResultBase(IContinousLoad continousLoad) : base(continousLoad)
{
}
public BendingMomentResult(IContinousLoad continousLoad) : base(continousLoad)
{
}
public ShearResult(IContinousLoad continousLoad) : base(continousLoad)
{
}