Add steel material saving
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@@ -11,8 +11,6 @@ namespace StructureHelperLogics.Models.Materials
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public class SteelLibMaterial : ISteelLibMaterial
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{
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const MaterialTypes materialType = MaterialTypes.Steel;
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private const double safetyFactorForULS = 1.05;
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private const double safetyFactorforSLS = 1.0;
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private IMaterialFactorLogic factorLogic => new MaterialFactorLogic(SafetyFactors);
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private readonly List<IMaterialLogic> materialLogics = ProgramSetting.MaterialLogics.Where(x => x.MaterialType == materialType).ToList();
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@@ -25,6 +23,10 @@ namespace StructureHelperLogics.Models.Materials
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public List<IMaterialSafetyFactor> SafetyFactors { get; set; } = [];
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public double MaxPlasticStrainRatio { get; set; } = 3.0;
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public double UlsFactor { get; set; } = 1.025;
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public double SlsFactor { get; set; } = 1.0;
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public double ThicknessFactor { get; set; } = 1.0;
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public double WorkConditionFactor { get; set; } = 1.0;
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public SteelLibMaterial(Guid id)
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{
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@@ -55,6 +57,10 @@ namespace StructureHelperLogics.Models.Materials
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MaxPlasticStrainRatio = MaxPlasticStrainRatio,
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LimitState = limitState,
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CalcTerm = calcTerm,
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UlsFactor = UlsFactor,
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SlsFactor = SlsFactor,
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ThicknessFactor = ThicknessFactor,
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WorkConditionFactor = WorkConditionFactor,
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};
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MaterialLogic.Options = options;
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var material = MaterialLogic.GetLoaderMaterial();
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@@ -72,17 +78,17 @@ namespace StructureHelperLogics.Models.Materials
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double factor;
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if (limitState == LimitStates.ULS)
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{
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factor = safetyFactorForULS;
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factor = UlsFactor;
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}
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else if (limitState == LimitStates.SLS)
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{
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factor = safetyFactorforSLS;
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factor = SlsFactor;
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}
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else
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{
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throw new StructureHelperException(ErrorStrings.ObjectTypeIsUnknownObj(limitState));
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}
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double strength = baseStength / factor;
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double strength = baseStength * ThicknessFactor / factor;
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return (strength * compressionFactor, strength * tensionFactor);
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}
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}
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