Chang UserManualRus
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@@ -1,21 +1,36 @@
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using StructureHelperCommon.Models;
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using StructureHelperCommon.Models.Calculators;
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using System;
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using System.Collections.Generic;
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using System.Linq;
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using System.Security.Policy;
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using System.Text;
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using System.Threading.Tasks;
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namespace StructureHelperLogics.Models.BeamShears
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{
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/// <summary>
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/// Implements result of calculating of strength of inclined section fore shear
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/// </summary>
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public interface IBeamShearSectionLogicResult : IResult
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{
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/// <summary>
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/// Reference back to input data for calculating
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/// </summary>
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IBeamShearSectionLogicInputData InputData { get; set; }
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/// <summary>
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/// Ultimate shear force due to cocrete
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/// </summary>
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public double ConcreteStrength { get; set; }
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/// <summary>
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/// Ultimate shear force due to stirrups
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/// </summary>
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public double StirrupStrength { get; set; }
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/// <summary>
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/// Total ultimate strength
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/// </summary>
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public double TotalStrength { get; set; }
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/// <summary>
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/// Ration of load to total strength
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/// </summary>
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public double FactorOfUsing { get; }
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/// <summary>
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/// Trace of calculating
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/// </summary>
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public IShiftTraceLogger TraceLogger { get; }
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}
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}
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@@ -4,7 +4,7 @@ using StructureHelperCommon.Infrastructures.Interfaces;
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namespace StructureHelperLogics.Models.BeamShears
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{
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/// <summary>
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/// Implement parameers of inclined cross-section for beam shear calculating
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/// Implement parameters of inclined cross-section for beam shear calculating
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/// </summary>
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public interface IInclinedSection : IEffectiveDepth
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{
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@@ -1,5 +1,4 @@
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using StructureHelperCommon.Infrastructures.Exceptions;
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using StructureHelperCommon.Infrastructures.Interfaces;
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using StructureHelperCommon.Infrastructures.Interfaces;
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using StructureHelperCommon.Models;
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using StructureHelperCommon.Models.Calculators;
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using StructureHelperCommon.Models.Loggers;
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@@ -1,13 +1,9 @@
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using StructureHelperCommon.Infrastructures.Exceptions;
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using StructureHelperCommon.Models;
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using System;
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using System.Collections.Generic;
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using System.Linq;
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using System.Text;
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using System.Threading.Tasks;
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namespace StructureHelperLogics.Models.BeamShears
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{
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/// <inheritdoc/>
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public class CoordinateByLevelLogic : ICoordinateByLevelLogic
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{
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public IShiftTraceLogger? TraceLogger { get; set; }
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@@ -17,6 +13,7 @@ namespace StructureHelperLogics.Models.BeamShears
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TraceLogger = traceLogger;
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}
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/// <inheritdoc/>
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public double GetCoordinate(double startCoord, double endCoord, double relativeLevel)
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{
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CheckRelativeLevel(relativeLevel);
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@@ -1,14 +1,19 @@
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using StructureHelperCommon.Infrastructures.Interfaces;
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using System;
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using System.Collections.Generic;
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using System.Linq;
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using System.Text;
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using System.Threading.Tasks;
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namespace StructureHelperLogics.Models.BeamShears
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{
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/// <summary>
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/// Implements logic of calculating of coordinate of point where source level intersect inclinid section
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/// </summary>
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public interface ICoordinateByLevelLogic : ILogic
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{
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/// <summary>
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/// Calculates coordinate of point where aource level intersect inclined section
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/// </summary>
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/// <param name="startCoord">Start coordinate of inclined section</param>
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/// <param name="endCoord">End coordinate of inclined section</param>
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/// <param name="relativeLevel">Source relative level, 0.5 - top level, -0.5 bottom level</param>
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/// <returns></returns>
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double GetCoordinate(double startCoord, double endCoord, double relativeLevel);
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}
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}
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@@ -4,6 +4,9 @@ using StructureHelperCommon.Models.Forces;
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namespace StructureHelperLogics.Models.BeamShears
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{
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/// <summary>
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/// Implements input data fore calculating forces at the and of inclined section
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/// </summary>
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public interface IDirectShearForceLogicInputData : IInputData
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{
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IBeamShearAction BeamShearAction { get; set; }
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@@ -1,7 +1,6 @@
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using StructureHelperCommon.Infrastructures.Exceptions;
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using StructureHelperCommon.Models;
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using StructureHelperCommon.Models.Calculators;
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using StructureHelperLogics.Models.BeamShears.Logics;
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namespace StructureHelperLogics.Models.BeamShears
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{
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