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RhsCapPlate.cs
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RhsCapPlate.cs
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#region Copyright
/*Copyright (C) 2015 Wosad Inc
Licensed under the Apache License, Version 2.0 (the "License");
you may not use this file except in compliance with the License.
You may obtain a copy of the License at
http://www.apache.org/licenses/LICENSE-2.0
Unless required by applicable law or agreed to in writing, software
distributed under the License is distributed on an "AS IS" BASIS,
WITHOUT WARRANTIES OR CONDITIONS OF ANY KIND, either express or implied.
See the License for the specific language governing permissions and
limitations under the License.
*/
#endregion
using System;
using System.Collections.Generic;
using System.Linq;
using System.Text;
using Wosad.Common.Entities;
using Wosad.Common.Section.Interfaces;
using Wosad.Steel.AISC.Interfaces;
using Wosad.Common.CalculationLogger.Interfaces;
using Wosad.Steel.AISC.Interfaces;
using Wosad.Steel.AISC.SteelEntities.Sections;
using Wosad.Steel.AISC.SteelEntities;
using Wosad.Steel.AISC.Steel.Entities.Sections;
using Wosad.Steel.AISC.Steel.Entities;
namespace Wosad.Steel.AISC360v10.HSS.ConcentratedForces
{
public partial class RhsCapPlate : RhsToPlateConnection, IHssCapPlateConnection
{
public RhsCapPlate(SteelRhsSection Hss, SteelPlateSection Plate, double t_plCap, ICalcLog CalcLog, bool IsTensionHss, double P_uHss, double M_uHss)
: base(Hss, Plate, CalcLog, IsTensionHss,P_uHss,M_uHss)
{
this.t_plCap = t_plCap;
}
public double t_plCap { get; set; }
public SteelLimitStateValue GetHssYieldingOrCrippling()
{
double phiR_n = GetAvailableStrength();
return new SteelLimitStateValue(phiR_n, true);
}
}
}