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Add Design range for shear

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This commit is contained in:
RedikultsevEvg
2025-07-18 21:20:45 +05:00
parent efb0fa6e1e
commit ddf075bffd
48 changed files with 1066 additions and 163 deletions
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20
StructureHelperLogics/Models/BeamShears/Logics/StirrupByInclinedRebarStrengthLogic.cs
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@@ -1,18 +1,14 @@
using StructureHelperCommon.Infrastructures.Enums;
using StructureHelperCommon.Infrastructures.Exceptions;
using StructureHelperCommon.Models;
using StructureHelperCommon.Services;
using StructureHelperLogics.Models.Materials;
using StructureHelperLogics.NdmCalculations.Analyses.ByForces.Logics;
using System;
using System.Collections.Generic;
using System.Linq;
using System.Text;
using System.Threading.Tasks;
namespace StructureHelperLogics.Models.BeamShears
{
public class StirrupByInclinedRebarStrengthLogic : IBeamShearStrenghLogic
{
const double stirrupEffectivenessFactor = 0.75;
private readonly IStirrupByInclinedRebar inclinedRebar;
private readonly IInclinedSection inclinedSection;
private IRebarSectionStrengthLogic rebarSectionStrengthLogic;
@@ -57,6 +53,7 @@ namespace StructureHelperLogics.Models.BeamShears
TraceLogger?.AddMessage($"Inclined section end point coordinate X = {inclinedSection.EndCoord} is in start transfer zone");
return GetStartTransferValue();
}
TraceLogger?.AddMessage($"Inclined section with start point coordinate Xstart = {inclinedSection.StartCoord}(m) and end point Xend = {inclinedSection.EndCoord}(m) intersects inclined rebar in main zone with Xstart = {rebarTrueStartPoint}(m) and Xend = {rebarTrueEndPoint}(m)");
return GetInclinedRebarStrength();
}
@@ -98,9 +95,10 @@ namespace StructureHelperLogics.Models.BeamShears
};
rebarSectionStrengthLogic.RebarSection = inclinedRebar.RebarSection;
double rebarStrength = rebarSectionStrengthLogic.GetRebarMaxTensileForce();
double inclinedRebarStrength = rebarStrength * Math.Sin(angleInRad) * inclinedRebar.LegCount;
TraceLogger?.AddMessage($"Inclinated rebar {inclinedRebar.Name}, start point {rebarStartPoint}(m), end point {rebarEndPoint}(m), angle of inclination {inclinedRebar.AngleOfInclination}(deg), number of legs {inclinedRebar.LegCount}");
TraceLogger?.AddMessage($"Force in inclined rebar = {rebarStrength}(N) * sin({inclinedRebar.AngleOfInclination}) * {inclinedRebar.LegCount} = {inclinedRebarStrength}(N)");
double inclinedRebarStrength = stirrupEffectivenessFactor * rebarStrength * Math.Sin(angleInRad) * inclinedRebar.LegCount;
TraceLogger?.AddMessage($"Inclined rebar Name = {inclinedRebar.Name}, start point {rebarStartPoint}(m), end point {rebarEndPoint}(m), angle of inclination {inclinedRebar.AngleOfInclination}(deg), number of legs {inclinedRebar.LegCount}");
TraceLogger?.AddMessage($"Inclined rebar effectiveness factor fi_sw = {stirrupEffectivenessFactor}(dimensionless)");
TraceLogger?.AddMessage($"Force in inclined rebar = fi_sw * Fsw * sin(alpha) * n = {stirrupEffectivenessFactor} * {rebarStrength}(N) * sin({inclinedRebar.AngleOfInclination}) * {inclinedRebar.LegCount} = {inclinedRebarStrength}(N)");
return inclinedRebarStrength;
}
@@ -113,6 +111,10 @@ namespace StructureHelperLogics.Models.BeamShears
rebarEndPoint = rebarStartPoint + rebarHeight / Math.Tan(angleInRad);
rebarTrueStartPoint = rebarStartPoint + transferLength;
rebarTrueEndPoint = rebarEndPoint - transferLength;
if (rebarTrueStartPoint >= rebarTrueEndPoint)
{
throw new StructureHelperException("Transfer aone in inclined rebar is too big");
}
}
}
}