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Change inclined section viewer

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This commit is contained in:
RedikultsevEvg
2025-08-22 19:56:29 +05:00
parent a05138fa8a
commit b38c19f7bb
26 changed files with 363 additions and 136 deletions
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12
StructureHelperLogics/Models/BeamShears/Logics/StirrupBySearchLogic.cs
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@@ -4,9 +4,9 @@ using StructureHelperCommon.Models.Calculators;
namespace StructureHelperLogics.Models.BeamShears
{
internal class StirrupBySearchLogic : IBeamShearStrenghLogic
internal class StirrupBySearchLogic : IBeamShearStrengthLogic
{
private ConcreteStrengthLogic concreteLogic;
private ConcreteShearStrengthLogic concreteLogic;
private StirrupStrengthLogic stirrupLogic;
private IFindParameterCalculator parameterCalculator;
@@ -19,14 +19,14 @@ namespace StructureHelperLogics.Models.BeamShears
TraceLogger = traceLogger;
}
public double GetShearStrength()
public double CalculateShearStrength()
{
double parameter = GetCrackLengthRatio();
BeamShearSectionLogicInputData newInputData = GetNewInputDataByCrackLengthRatio(parameter);
InclinedCrack = newInputData.InclinedCrack;
TraceLogger?.AddMessage($"New value of dangerous inclinated crack has been obtained: start point Xstart = {newInputData.InclinedSection.StartCoord}(m), end point Xend = {newInputData.InclinedSection.EndCoord}(m)");
stirrupLogic = new(newInputData, TraceLogger);
double stirrupStrength = stirrupLogic.GetShearStrength();
double stirrupStrength = stirrupLogic.CalculateShearStrength();
return stirrupStrength;
}
@@ -69,8 +69,8 @@ namespace StructureHelperLogics.Models.BeamShears
BeamShearSectionLogicInputData newInputData = GetNewInputDataByCrackLengthRatio(crackLengthRatio);
concreteLogic = new(SectionEffectiveness, newInputData.InclinedCrack, null);
stirrupLogic = new(newInputData, null);
double concreteStrength = concreteLogic.GetShearStrength();
double stirrupStrength = stirrupLogic.GetShearStrength();
double concreteStrength = concreteLogic.CalculateShearStrength();
double stirrupStrength = stirrupLogic.CalculateShearStrength();
bool predicateResult = stirrupStrength > concreteStrength;
if (crackLengthRatio == 1 & predicateResult == false)
{