using StructureHelperCommon.Infrastructures.Exceptions; using System; using System.Collections.Generic; using System.Linq; using System.Text; using System.Threading.Tasks; namespace StructureHelperLogics.NdmCalculations.Cracking { public class CrackWidthLogicSP63 : ICrackWidthLogic { CrackWidthLogicInputDataSP63 inputData; public ICrackWidthLogicInputData InputData {get;set;} public double GetCrackWidth() { CheckOptions(); //check if strain of concrete greater than strain of rebar if (inputData.ConcreteStrain > inputData.RebarStrain) { return 0d; } double width = (inputData.RebarStrain - inputData.ConcreteStrain) * inputData.Length; width *= inputData.TermFactor * inputData.BondFactor * inputData.StressStateFactor * inputData.PsiSFactor; return width; } private void CheckOptions() { if (InputData is not CrackWidthLogicInputDataSP63) { throw new StructureHelperException(ErrorStrings.ExpectedWas(typeof(CrackWidthLogicInputDataSP63), InputData.GetType())); } inputData = InputData as CrackWidthLogicInputDataSP63; if (inputData.Length <=0d) { throw new StructureHelperException(ErrorStrings.DataIsInCorrect + $": length between cracks L={inputData.Length} must be greate than zero"); } if (inputData.TermFactor <= 0d) { throw new StructureHelperException(ErrorStrings.DataIsInCorrect + $": Term factor {inputData.TermFactor} must be greate than zero"); } if (inputData.BondFactor <= 0d) { throw new StructureHelperException(ErrorStrings.DataIsInCorrect + $": Bond factor {inputData.BondFactor} must be greate than zero"); } if (inputData.StressStateFactor <= 0d) { throw new StructureHelperException(ErrorStrings.DataIsInCorrect + $": Bond factor {inputData.StressStateFactor} must be greate than zero"); } if (inputData.PsiSFactor <= 0d) { throw new StructureHelperException(ErrorStrings.DataIsInCorrect + $": PsiS factor {inputData.PsiSFactor} must be greate than zero"); } } } }