SS.ConcreteMechanics 1.2.0

export function biaxialInteractionSurface(ConcreteSectionModel model, double[] angles, double[] neutralAxisOffsets)->ConcreteInteractionResult

export record ConcreteCrackWidthResult(public double steelStrain, public double crackSpacing, public double crackWidth, public string model, public string provenance, public bool applicable, public string diagnostic)

export function concreteInteraction(ConcreteSectionModel model, double[] directionX, double[] directionY, double[] neutralAxisOffsets)->ConcreteInteractionResult

export record ConcreteInteractionResult(public double[] axialForces, public double[] momentsX, public double[] momentsY, public double[] strainOffsets, public double[] curvaturesX, public double[] curvaturesY, public int stateCount, public string provenance)

export record ConcreteProperties(public double elasticModulus, public double tensileStrength, public double peakStrain, public double ultimateStrain)

export function concreteSectionModel(double[] x, double[] y, double[] areas, string[] materials, double concreteStrength, double concretePeakStrain, double concreteUltimateStrain, double concreteElasticModulus, double steelElasticModulus, double steelYieldStress, string materialModel, string provenance)->ConcreteSectionModel

export record ConcreteSectionModel(public double[] x, public double[] y, public double[] areas, public string[] materials, public double concreteStrength, public double concretePeakStrain, public double concreteUltimateStrain, public double concreteElasticModulus, public double steelElasticModulus, public double steelYieldStress, public string materialModel, public string provenance, public int count)

export record ConcreteSectionState(public double strainOffset, public double curvatureX, public double curvatureY, public double axialForce, public double momentX, public double momentY, public double[] strains, public double[] stresses, public double maximumCompressionStrain, public double maximumSteelTensionStrain, public double residual, public bool converged, public string diagnostic, public string provenance)

export record ConcreteServiceResult(public ConcreteSectionState state, public bool cracked, public double axialRigidity, public double stiffnessXX, public double stiffnessYY, public double stiffnessXY, public string diagnostic, public string provenance)

export function concreteServiceState(ConcreteSectionModel model, double strainOffset, double curvatureX, double curvatureY)->ConcreteServiceResult

export record ConcreteShearResistanceResult(public double concreteContribution, public double reinforcementContribution, public double nominalResistance, public string model, public string provenance, public bool applicable, public string diagnostic)

export record ConcreteTorsionResistanceResult(public double crackingTorque, public double transverseSteelTorque, public double longitudinalSteelTorque, public double nominalResistance, public string model, public string provenance, public bool applicable, public string diagnostic)

export function crackingMoment(double tensileStrength, double grossInertia, double distanceToTensionFace)->double

export record FiberResult(public double axialForce, public double moment, public double maximumCompressionStrain, public bool valid, public string diagnostic)

export function fiberSection(double[] areas, double[] coordinates, double[] strains, double concreteStrength, double concretePeakStrain, double concreteUltimateStrain, double steelModulus, double steelYieldStress, bool[] steelFibers)->FiberResult

export function integrateConcreteSection(ConcreteSectionModel model, double strainOffset, double curvatureX, double curvatureY)->ConcreteSectionState

export function normalWeightProperties(double compressiveStrength)->ConcreteProperties

export function parabolicCompressionStress(double strain, double compressiveStrength, double peakStrain, double ultimateStrain)->double

export function rectangularGrossInertia(double width, double depth)->double

export function rectangularStressBlock(double width, double neutralAxis, double compressiveStrength, double alpha, double beta)->StressBlock

export record ReinforcedSection(public double neutralAxis, public double steelStrain, public double steelStress, public double compressionForce, public double nominalMoment, public bool equilibrium, public string diagnostic)

export function reinforcementRatio(double steelArea, double width, double effectiveDepth)->double

export function reinforcingStress(double strain, double elasticModulus, double yieldStress)->double

export function serviceCrackWidth(double steelStress, double steelElasticModulus, double barDiameter, double cover, double effectiveReinforcementRatio, double bondCoefficient, string model, string provenance)->ConcreteCrackWidthResult

export function shearResistance(double width, double effectiveDepth, double concreteStrength, double longitudinalSteelArea, double longitudinalSteelYieldStress, double stirrupArea, double stirrupSpacing, double stirrupYieldStress, string model, string provenance)->ConcreteShearResistanceResult

export function singlyReinforcedCapacity(double width, double effectiveDepth, double steelArea, double compressiveStrength, double steelYieldStress, double alpha, double beta, double steelModulus, double ultimateConcreteStrain)->ReinforcedSection

export function solveConcreteSection(ConcreteSectionModel model, double targetAxial, double targetMomentX, double targetMomentY, double initialStrainOffset, double initialCurvatureX, double initialCurvatureY, double tolerance, int maximumIterations)->ConcreteSectionState

export record StressBlock(public double depth, public double force, public double centroid)

export function torsionalResistance(double enclosedArea, double perimeter, double transverseSteelArea, double transverseSpacing, double transverseYieldStress, double longitudinalSteelArea, double longitudinalYieldStress, double crackingShearStress, string model, string provenance)->ConcreteTorsionResistanceResult

export function transformedCrackedNeutralAxis(double width, double steelArea, double effectiveDepth, double modularRatio)->double