Change beam shear calculator

StructureHelperLogics/Models/BeamShears/Logics/GetBeamShearSectionIputDatasLogic.cs

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+using StructureHelperCommon.Infrastructures.Enums;
+using StructureHelperCommon.Models.Forces;
+
+namespace StructureHelperLogics.Models.BeamShears
+{
+    public class GetBeamShearSectionIputDatasLogic : IGetBeamShearSectionIputDatasLogic
+    {
+        private const LimitStates CollapseLimitState = LimitStates.ULS;
+        private IDirectShearForceLogicInputData directShearForceLogicInputData;
+        private (double Compressive, double Tensile) strength;
+
+        public IBeamShearAction Action { get; set; }
+        public CalcTerms CalcTerm { get; set; }
+        public IBeamShearSection Section { get; set; }
+        public IStirrup Stirrup { get; set; }
+        public List<IInclinedSection> InclinedSectionList { get; set; }
+
+        public List<IBeamShearSectionLogicInputData> GetBeamShearSectionInputDatas()
+        {
+            List<IBeamShearSectionLogicInputData> sectionInputDatas = new();
+            var material = Section.ConcreteMaterial;
+            strength = material.GetStrength(CollapseLimitState, CalcTerm);
+            foreach (var inclinedSection in InclinedSectionList)
+            {
+                PrepareInclinedSection(inclinedSection);
+                BeamShearSectionLogicInputData newInputData = GetNewInputData(inclinedSection);
+                sectionInputDatas.Add(newInputData);
+            }
+
+            return sectionInputDatas;
+        }
+
+        private void PrepareInclinedSection(IInclinedSection inclinedSection)
+        {
+            inclinedSection.LimitState = CollapseLimitState;
+            inclinedSection.CalcTerm = CalcTerm;
+            inclinedSection.ConcreteCompressionStrength = strength.Compressive;
+            inclinedSection.ConcreteTensionStrength = strength.Tensile;
+        }
+
+        private BeamShearSectionLogicInputData GetNewInputData(IInclinedSection inclinedSection)
+        {
+            IForceTuple forceTuple = GetForceTupleByShearAction(inclinedSection);
+            BeamShearSectionLogicInputData beamShearSectionLogicInputData = new(Guid.NewGuid())
+            {
+                InclinedSection = inclinedSection,
+                BeamShearAction = Action,
+                BeamShearSection = Section,
+                Stirrup = Stirrup,
+                ForceTuple = forceTuple,
+                LimitState = CollapseLimitState,
+                CalcTerm = CalcTerm
+            };
+            BeamShearSectionLogicInputData newInputData = beamShearSectionLogicInputData;
+            return newInputData;
+        }
+
+        private IForceTuple GetForceTupleByShearAction(IInclinedSection inclinedSection)
+        {
+            directShearForceLogicInputData = new DirectShearForceLogicInputData()
+            {
+                BeamShearAction = Action,
+                InclinedSection = inclinedSection,
+                LimitState = CollapseLimitState,
+                CalcTerm = CalcTerm,
+            };
+            IGetDirectShearForceLogic getDirectShearForceLogic = new GetDirectShearForceLogic(directShearForceLogicInputData, null);
+            return getDirectShearForceLogic.CalculateShearForceTuple();
+        }
+    }
+}