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Change beam shear calculator

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This commit is contained in:
RedikultsevEvg
2025-08-09 17:33:08 +05:00
parent b34618e8a4
commit 3d8ac6f0c4
22 changed files with 372 additions and 198 deletions
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54
StructureHelperLogics/Models/BeamShears/Logics/GetInclinedSectionListLogic.cs
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@@ -7,19 +7,18 @@ namespace StructureHelperLogics.Models.BeamShears
{
public class GetInclinedSectionListLogic : IGetInclinedSectionListLogic
{
private readonly IGetInclinedSectionListInputData inputData;
private IGetInclinedSectionLogic inclinedSectionLogic;
private double depth;
private double effectiveDepth;
private List<IInclinedSection> inclinedSections;
private List<double> coordinates;
public IBeamShearDesignRangeProperty DesignRangeProperty { get; set; }
public IBeamShearSection BeamShearSection { get; set; }
public IShiftTraceLogger? TraceLogger { get; set; }
public GetInclinedSectionListLogic(
IGetInclinedSectionListInputData inputData,
IShiftTraceLogger? traceLogger)
public GetInclinedSectionListLogic(IShiftTraceLogger? traceLogger)
{
this.inputData = inputData;
TraceLogger = traceLogger;
}
@@ -29,14 +28,20 @@ namespace StructureHelperLogics.Models.BeamShears
Check();
GetShapeParameters();
GetCoordinates();
double minSectionLength = DesignRangeProperty.RelativeEffectiveDepthSectionLengthMinValue * effectiveDepth;
double maxSectionLength = DesignRangeProperty.RelativeEffectiveDepthSectionLengthMaxValue * effectiveDepth;
foreach (var startCoord in coordinates)
{
var endCoordinates = coordinates.Where(x => x >= startCoord);
foreach (var endCoord in endCoordinates)
{
inclinedSectionLogic = InitializeInclinedSectionLogic(startCoord, endCoord);
IInclinedSection inclinedSection = inclinedSectionLogic.GetInclinedSection();
inclinedSections.Add(inclinedSection);
double sectionLength = endCoord - startCoord;
if (sectionLength >= minSectionLength & sectionLength <= maxSectionLength)
{
inclinedSectionLogic = new GetInclinedSectionLogic(BeamShearSection, startCoord, endCoord, TraceLogger);
IInclinedSection inclinedSection = inclinedSectionLogic.GetInclinedSection();
inclinedSections.Add(inclinedSection);
}
}
}
return inclinedSections;
@@ -44,8 +49,8 @@ namespace StructureHelperLogics.Models.BeamShears
private void GetCoordinates()
{
double maxSectionLength = GetMaxSectionLength();
int stepCount = inputData.DesignRangeProperty.StepCount;
double maxSectionLength = GetMaxLengthOfInclinedSection();
int stepCount = DesignRangeProperty.StepCount;
double step = maxSectionLength / stepCount;
inclinedSections = new();
coordinates = new();
@@ -57,41 +62,36 @@ namespace StructureHelperLogics.Models.BeamShears
}
}
private double GetMaxSectionLength()
private double GetMaxLengthOfInclinedSection()
{
double relativeLength = inputData.DesignRangeProperty.RelativeEffectiveDepthRangeValue * effectiveDepth;
double length = Math.Max(relativeLength, inputData.DesignRangeProperty.AbsoluteRangeValue);
double minimumRelativeLength = DesignRangeProperty.RelativeEffectiveDepthRangeValue * effectiveDepth;
double minimumAbsoluteLength = DesignRangeProperty.AbsoluteRangeValue;
double length = Math.Max(minimumRelativeLength, minimumAbsoluteLength);
return length;
}
private void Check()
{
CheckObject.IsNull(inputData);
CheckObject.IsNull(inputData.BeamShearSection);
}
private IGetInclinedSectionLogic InitializeInclinedSectionLogic(double startCoord, double endCoord)
{
if (inputData.GetInclinedSectionLogic is not null)
{
return inputData.GetInclinedSectionLogic;
}
return new GetInclinedSectionLogic(inputData.BeamShearSection, startCoord, endCoord, TraceLogger);
CheckObject.IsNull(BeamShearSection);
CheckObject.IsNull(DesignRangeProperty);
}
private void GetShapeParameters()
{
if (inputData.BeamShearSection.Shape is IRectangleShape rectangle)
if (BeamShearSection.Shape is IRectangleShape rectangle)
{
depth = rectangle.Height;
}
else if (inputData.BeamShearSection.Shape is ICircleShape circle)
else if (BeamShearSection.Shape is ICircleShape circle)
{
depth = circle.Diameter;
}
else
{
throw new StructureHelperException(ErrorStrings.ObjectTypeIsUnknownObj(inputData.BeamShearSection.Shape));
throw new StructureHelperException(ErrorStrings.ObjectTypeIsUnknownObj(BeamShearSection.Shape));
}
effectiveDepth = depth - inputData.BeamShearSection.CenterCover;
double coverLayerOfConcrete = BeamShearSection.CenterCover;
effectiveDepth = depth - coverLayerOfConcrete;
}
}
}