Files
StructureHelper/StructureHelperLogics/Models/BeamShears/BeamShearStrengthByStirrupDensityLogic.cs
Evgeny Redikultsev f60d031f91 Add beam section logic
2025-02-09 17:28:33 +05:00

60 lines
2.8 KiB
C#

using StructureHelperCommon.Models;
using StructureHelperCommon.Models.Loggers;
using StructureHelperCommon.Services;
using System;
using System.Collections.Generic;
using System.Linq;
using System.Text;
using System.Threading.Tasks;
//Copyright (c) 2025 Redikultsev Evgeny, Ekaterinburg, Russia
//All rights reserved.
namespace StructureHelperLogics.Models.BeamShears
{
public class BeamShearStrengthByStirrupDensityLogic : IBeamShearStrenghLogic
{
private readonly IStirrupEffectiveness stirrupEffectiveness;
private readonly IStirrupByDensity stirrupByDensity;
private readonly IInclinedSection inclinedSection;
public BeamShearStrengthByStirrupDensityLogic(
IStirrupEffectiveness stirrupEffectiveness,
IStirrupByDensity stirrupByDensity,
IInclinedSection inclinedSection,
IShiftTraceLogger? traceLogger)
{
this.stirrupEffectiveness = stirrupEffectiveness;
this.stirrupByDensity = stirrupByDensity;
this.inclinedSection = inclinedSection;
TraceLogger = traceLogger;
}
public IShiftTraceLogger? TraceLogger { get; set; }
public double GetShearStrength()
{
Check();
TraceLogger?.AddMessage(LoggerStrings.LogicType(this), TraceLogStatuses.Service);
TraceLogger?.AddMessage("Calculation has been started", TraceLogStatuses.Debug);
double crackLength = inclinedSection.EndCoord - inclinedSection.StartCoord;
TraceLogger?.AddMessage($"Length of crack = {inclinedSection.EndCoord} - {inclinedSection.StartCoord} = {crackLength}(m)");
double maxCrackLength = stirrupEffectiveness.MaxCrackLengthRatio * inclinedSection.EffectiveDepth;
TraceLogger?.AddMessage($"Max length of crack = {stirrupEffectiveness.MaxCrackLengthRatio} * {inclinedSection.EffectiveDepth} = {maxCrackLength}(m)");
double finalCrackLength = Math.Min(crackLength, maxCrackLength);
TraceLogger?.AddMessage($"Length of crack = Min({crackLength}, {maxCrackLength}) = {finalCrackLength}(m)");
double strength = stirrupEffectiveness.StirrupShapeFactor * stirrupEffectiveness.StirrupPlacementFactor * finalCrackLength * stirrupByDensity.StirrupDensity;
TraceLogger?.AddMessage($"Bearing capacity of stirrups V = {stirrupEffectiveness.StirrupShapeFactor} * {stirrupEffectiveness.StirrupPlacementFactor} * {finalCrackLength} * {stirrupByDensity.StirrupDensity} = {strength}(N)");
TraceLogger?.AddMessage("Calculation has been finished successfully", TraceLogStatuses.Debug);
return strength;
}
private void Check()
{
CheckObject.IsNull(stirrupByDensity);
CheckObject.IsNull(inclinedSection);
}
}
}