Files
StructureHelper/StructureHelperCommon/Models/Forces/BeamShearActions/Factories/BeamShearActionFactory.cs
2025-03-29 21:45:49 +05:00

72 lines
2.6 KiB
C#

using StructureHelperCommon.Infrastructures.Enums;
using StructureHelperCommon.Infrastructures.Exceptions;
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 StructureHelperCommon.Models.Forces.BeamShearActions
{
public enum ShearActionTypes
{
DistributedLoad
}
/// <summary>
/// Generates beam shear action with default settings
/// </summary>
public static class BeamShearActionFactory
{
public static IBeamShearAction GetBeamShearAction(ShearActionTypes actionType)
{
if (actionType == ShearActionTypes.DistributedLoad)
{
return GetDistributedLoad();
}
else
{
throw new StructureHelperException(ErrorStrings.ObjectTypeIsUnknownObj(actionType));
}
}
private static IBeamShearAction GetDistributedLoad()
{
BeamShearAction beamShearAction = new(Guid.NewGuid())
{
Name = "Beam shear action"
};
SetExternalForceFactors(beamShearAction.ExternalForce.CombinationProperty);
SetAction(beamShearAction.SupportAction, 1e5);
SetFactors(beamShearAction.SupportAction);
return beamShearAction;
}
private static void SetExternalForceFactors(IFactoredCombinationProperty combinationProperty)
{
combinationProperty.LimitState = LimitStates.ULS;
combinationProperty.CalcTerm = CalcTerms.ShortTerm;
combinationProperty.LongTermFactor = 1;
combinationProperty.ULSFactor = 1.2;
}
private static void SetAction(IBeamShearAxisAction beamShearAxisAction, double supportForce)
{
beamShearAxisAction.SupportForce.ForceTuple.Qy = supportForce;
IBeamSpanLoad distributedLoad = BeamShearLoadFactory.GetBeamShearLoad(ShearLoadTypes.DistributedLoad);
beamShearAxisAction.ShearLoads.Add(distributedLoad);
}
private static void SetFactors(IBeamShearAxisAction beamShearAxisAction)
{
beamShearAxisAction.SupportForce.CombinationProperty.LimitState = LimitStates.ULS;
beamShearAxisAction.SupportForce.CombinationProperty.CalcTerm = CalcTerms.ShortTerm;
beamShearAxisAction.SupportForce.CombinationProperty.LongTermFactor = 0.95;
beamShearAxisAction.SupportForce.CombinationProperty.ULSFactor = 1.2;
}
}
}