hyperx.api.types

class DuplicatedValue:

Allows for enums with duplicated backing values, because Python turns any entries with duplicate values into aliases for the first entry

DuplicatedValue(value: int)

value

def GetEnumValue(enumValue: int | DuplicatedValue):

Handles the conversion to int from any member in an enum, whether it is a DuplicatedValue or a raw int already

class OnAccess(enum.EnumType):

Runs a user-specified function whenever member is accessed. Based on: https://stackoverflow.com/a/62309159

Inherited Members

builtins.type: type; mro

class DeprecatedEnum(enum.Enum):

Based on: https://stackoverflow.com/a/62309159

def deprecate(self):

Inherited Members

enum.Enum: name; value

class AnalysisId(enum.Enum):

UNKNOWN = <AnalysisId.UNKNOWN: 0>

PanelBucklingFlatSimpleBCSymmetricUniaxialorBiaxial = <AnalysisId.PanelBucklingFlatSimpleBCSymmetricUniaxialorBiaxial: 1>

PanelBucklingFlatSimpleBCUniaxialorBiaxial = <AnalysisId.PanelBucklingFlatSimpleBCUniaxialorBiaxial: 2>

PanelBucklingFlatSimpleBCShear = <AnalysisId.PanelBucklingFlatSimpleBCShear: 3>

PanelBucklingFlatSimpleBCSymmUniaxialorBiaxialwShearInteraction = <AnalysisId.PanelBucklingFlatSimpleBCSymmUniaxialorBiaxialwShearInteraction: 4>

PanelBucklingFlatSimpleBCUniaxialorBiaxialwShearInteraction = <AnalysisId.PanelBucklingFlatSimpleBCUniaxialorBiaxialwShearInteraction: 5>

PanelBucklingFlatSimpleBCSymmUniaxialorBiaxialwTSFtransverseshearflexibility = <AnalysisId.PanelBucklingFlatSimpleBCSymmUniaxialorBiaxialwTSFtransverseshearflexibility: 6>

PanelBucklingFlatSimpleBCUniaxialorBiaxialwTSF = <AnalysisId.PanelBucklingFlatSimpleBCUniaxialorBiaxialwTSF: 7>

PanelBucklingFlatSimpleBCShearwTSFTransverseShearFlexibility = <AnalysisId.PanelBucklingFlatSimpleBCShearwTSFTransverseShearFlexibility: 8>

PanelBucklingFlatSimpleBCUniaxialorBiaxialwTSFShearInteraction = <AnalysisId.PanelBucklingFlatSimpleBCUniaxialorBiaxialwTSFShearInteraction: 9>

PanelBucklingSandwichwTSF = <AnalysisId.PanelBucklingSandwichwTSF: 10>

PanelBucklingCurvedorFlatAllBC = <AnalysisId.PanelBucklingCurvedorFlatAllBC: 11>

PanelBucklingCurvedorFlatAllBCwTSFTransverseShearFlexibility = <AnalysisId.PanelBucklingCurvedorFlatAllBCwTSFTransverseShearFlexibility: 12>

PanelBucklingFlatSimpleBCLColumnwTransverseShearFlexibility = <AnalysisId.PanelBucklingFlatSimpleBCLColumnwTransverseShearFlexibility: 13>

PanelBucklingFlatSimpleBCTColumnonTranslationalSprings = <AnalysisId.PanelBucklingFlatSimpleBCTColumnonTranslationalSprings: 14>

StiffenerBucklingHatScissor = <AnalysisId.StiffenerBucklingHatScissor: 15>

StiffenerBucklingFlexuralTorsionalArgyris = <AnalysisId.StiffenerBucklingFlexuralTorsionalArgyris: 16>

StiffenerBucklingFlexuralTorsionalLevy = <AnalysisId.StiffenerBucklingFlexuralTorsionalLevy: 17>

PanelBucklingCurvedorFlatNASASP8007Method = <AnalysisId.PanelBucklingCurvedorFlatNASASP8007Method: 18>

PanelBucklingUserDefined1 = <AnalysisId.PanelBucklingUserDefined1: 23>

PanelBucklingUserDefined2 = <AnalysisId.PanelBucklingUserDefined2: 24>

BeamBucklingColumnPlane1I1 = <AnalysisId.BeamBucklingColumnPlane1I1: 25>

BeamBucklingColumnPlane1wTSFI1 = <AnalysisId.BeamBucklingColumnPlane1wTSFI1: 26>

BeamBucklingColumnPlane2I2 = <AnalysisId.BeamBucklingColumnPlane2I2: 27>

BeamBucklingColumnPlaneMinImin = <AnalysisId.BeamBucklingColumnPlaneMinImin: 28>

BeamBucklingLateral = <AnalysisId.BeamBucklingLateral: 30>

BeamBucklingLateralTorsional = <AnalysisId.BeamBucklingLateralTorsional: 31>

BeamBucklingCylindricalAxialandBendingRayleighRitz = <AnalysisId.BeamBucklingCylindricalAxialandBendingRayleighRitz: 33>

BeamBucklingCylindricalAxialandBendingNASASP8007 = <AnalysisId.BeamBucklingCylindricalAxialandBendingNASASP8007: 34>

BeamBucklingUserDefined1 = <AnalysisId.BeamBucklingUserDefined1: 38>

BeamBucklingUserDefined2 = <AnalysisId.BeamBucklingUserDefined2: 39>

LocalBucklingLongitudinalDirection = <AnalysisId.LocalBucklingLongitudinalDirection: 40>

LocalBucklingShearDirection = <AnalysisId.LocalBucklingShearDirection: 42>

LocalBucklingInteraction = <AnalysisId.LocalBucklingInteraction: 43>

LocalBucklingInterrivet = <AnalysisId.LocalBucklingInterrivet: 44>

LocalBucklingCripplingInteraction = <AnalysisId.LocalBucklingCripplingInteraction: 45>

LocalBucklingSpacingSpanSkinBiaxialwInteraction = <AnalysisId.LocalBucklingSpacingSpanSkinBiaxialwInteraction: 46>

LocalBucklingShearPermanentDeformation = <AnalysisId.LocalBucklingShearPermanentDeformation: 47>

CripplingIsotropicmethodNiuformedandextrudedsections = <AnalysisId.CripplingIsotropicmethodNiuformedandextrudedsections: 50>

CripplingIsotropicmethodLTVformedandextrudedsections = <AnalysisId.CripplingIsotropicmethodLTVformedandextrudedsections: 51>

CripplingCompositemethodMilHdbk173EincludingDij = <AnalysisId.CripplingCompositemethodMilHdbk173EincludingDij: 52>

CripplingBucklinginteractionJohnsonEuler = <AnalysisId.CripplingBucklinginteractionJohnsonEuler: 53>

CripplingForcedDiagonalTension = <AnalysisId.CripplingForcedDiagonalTension: 54>

CripplingForcedCompressionCripplingInteraction = <AnalysisId.CripplingForcedCompressionCripplingInteraction: 55>

CripplingUserDefined1 = <AnalysisId.CripplingUserDefined1: 58>

CripplingUserDefined2 = <AnalysisId.CripplingUserDefined2: 59>

StrainLimit = <AnalysisId.StrainLimit: 60>

CurvatureLimit = <AnalysisId.CurvatureLimit: 61>

CenterDeflectionLimit = <AnalysisId.CenterDeflectionLimit: 62>

StiffnessRequirementMembrane = <AnalysisId.StiffnessRequirementMembrane: 63>

StiffnessRequirementBending = <AnalysisId.StiffnessRequirementBending: 64>

FrequencyLimitPanelorBeam = <AnalysisId.FrequencyLimitPanelorBeam: 65>

FrequencyLimitObjectlocal = <AnalysisId.FrequencyLimitObjectlocal: 66>

GeometryRule1StiffenerFlangeWidthtoFlangeThicknessRatioMin = <AnalysisId.GeometryRule1StiffenerFlangeWidthtoFlangeThicknessRatioMin: 67>

GeometryRule2StiffenerFlangeWidthtoStiffenerHeightRatioMin = <AnalysisId.GeometryRule2StiffenerFlangeWidthtoStiffenerHeightRatioMin: 68>

GeometryRule3StiffenerWebThicknesstoFlangeThicknessRatioMin = <AnalysisId.GeometryRule3StiffenerWebThicknesstoFlangeThicknessRatioMin: 69>

GeometryRule4StiffenerWebHeighttoWebThicknessRatioMax = <AnalysisId.GeometryRule4StiffenerWebHeighttoWebThicknessRatioMax: 70>

GeometryRule5PanelHeightMax = <AnalysisId.GeometryRule5PanelHeightMax: 71>

GeometryRule40PanelWidthtoStiffenerSpacingMinofstiffeners = <AnalysisId.GeometryRule40PanelWidthtoStiffenerSpacingMinofstiffeners: 72>

GeometryRule41StiffenertoSkinAreaRatioMinMax = <AnalysisId.GeometryRule41StiffenertoSkinAreaRatioMinMax: 73>

GeometryRule42StiffenerEISlendernessRatioMin = <AnalysisId.GeometryRule42StiffenerEISlendernessRatioMin: 74>

ThermalProtectionSystemStructureTemperatureLimit = <AnalysisId.ThermalProtectionSystemStructureTemperatureLimit: 75>

ThermalProtectionSystemMaterialSingleUseTemperatureLimit = <AnalysisId.ThermalProtectionSystemMaterialSingleUseTemperatureLimit: 76>

ThermalProtectionSystemMaterialMultipleUseTemperatureLimit = <AnalysisId.ThermalProtectionSystemMaterialMultipleUseTemperatureLimit: 77>

ThermalProtectionSystemCryogenicLowerTemperatureLimit = <AnalysisId.ThermalProtectionSystemCryogenicLowerTemperatureLimit: 78>

WrinklingEqn1IsotropicorHoneycombCoreXYInteraction = <AnalysisId.WrinklingEqn1IsotropicorHoneycombCoreXYInteraction: 90>

WrinklingEqn2HoneycombCoreXYInteraction = <AnalysisId.WrinklingEqn2HoneycombCoreXYInteraction: 91>

WrinklingVinsonHoneycombXYInteraction = <AnalysisId.WrinklingVinsonHoneycombXYInteraction: 92>

IntracellDimplingXYInteraction = <AnalysisId.IntracellDimplingXYInteraction: 94>

SandwichFaceUserDefined1 = <AnalysisId.SandwichFaceUserDefined1: 99>

CrushingConcentratedLoad = <AnalysisId.CrushingConcentratedLoad: 100>

CrushingFlexuralBendingLoad = <AnalysisId.CrushingFlexuralBendingLoad: 101>

CrushingJointSupportLoad = <AnalysisId.CrushingJointSupportLoad: 102>

SandwichFlatwiseTension = <AnalysisId.SandwichFlatwiseTension: 103>

SandwichFlatwiseTensionwInterlaminarShearInteraction = <AnalysisId.SandwichFlatwiseTensionwInterlaminarShearInteraction: 104>

ShearCrimpingMinXYHexcel = <AnalysisId.ShearCrimpingMinXYHexcel: 105>

ShearCrimpingMinPrincipalStressHexcel = <AnalysisId.ShearCrimpingMinPrincipalStressHexcel: 106>

ShearStrengthXLongitudinaldirectionHexcel = <AnalysisId.ShearStrengthXLongitudinaldirectionHexcel: 107>

ShearStrengthYTransversedirectionHexcel = <AnalysisId.ShearStrengthYTransversedirectionHexcel: 108>

ShearStrengthInteractionQuadraticBasic = <AnalysisId.ShearStrengthInteractionQuadraticBasic: 109>

IsotropicStrengthLongitudinalDirection = <AnalysisId.IsotropicStrengthLongitudinalDirection: 110>

IsotropicStrengthTransverseDirection = <AnalysisId.IsotropicStrengthTransverseDirection: 111>

IsotropicStrengthShearDirection = <AnalysisId.IsotropicStrengthShearDirection: 112>

IsotropicStrengthVonMisesHillInteractionYieldCriterion = <AnalysisId.IsotropicStrengthVonMisesHillInteractionYieldCriterion: 113>

IsotropicStrengthVonMisesInteractionYieldCriterion = <AnalysisId.IsotropicStrengthVonMisesInteractionYieldCriterion: 316>

IsotropicStrengthMaxShearCriterion = <AnalysisId.IsotropicStrengthMaxShearCriterion: 114>

IsotropicStrengthMaxPrincipalStressCriterion = <AnalysisId.IsotropicStrengthMaxPrincipalStressCriterion: 115>

IsotropicStrengthNaca2661MaxShearStress = <AnalysisId.IsotropicStrengthNaca2661MaxShearStress: 116>

MicromechanicsMaxStress1stSubcell = <AnalysisId.MicromechanicsMaxStress1stSubcell: 120>

MicromechanicsMaxStrain1stSubcell = <AnalysisId.MicromechanicsMaxStrain1stSubcell: 121>

MicromechanicsTsaiHill1stSubcell = <AnalysisId.MicromechanicsTsaiHill1stSubcell: 122>

MicromechanicsSIFT1stSubcell = <AnalysisId.MicromechanicsSIFT1stSubcell: 123>

MicromechanicsMaxStressAverageUnitCell = <AnalysisId.MicromechanicsMaxStressAverageUnitCell: 124>

MicromechanicsMaxStrainAverageUnitCell = <AnalysisId.MicromechanicsMaxStrainAverageUnitCell: 125>

MicromechanicsTsaiHillAverageUnitCell = <AnalysisId.MicromechanicsTsaiHillAverageUnitCell: 126>

MicromechanicsSIFTAverageUnitCell = <AnalysisId.MicromechanicsSIFTAverageUnitCell: 127>

MicromechanicsMaxStressAllUnitCell = <AnalysisId.MicromechanicsMaxStressAllUnitCell: 128>

MicromechanicsMaxStrainAllUnitCell = <AnalysisId.MicromechanicsMaxStrainAllUnitCell: 129>

MicromechanicsTsaiHillInteractionAllUnitCell = <AnalysisId.MicromechanicsTsaiHillInteractionAllUnitCell: 130>

MicromechanicsSIFTAllUnitCell = <AnalysisId.MicromechanicsSIFTAllUnitCell: 131>

CompositeStrengthMaxStrain1Direction = <AnalysisId.CompositeStrengthMaxStrain1Direction: 135>

CompositeStrengthMaxStrain2Direction = <AnalysisId.CompositeStrengthMaxStrain2Direction: 136>

CompositeStrengthMaxStrain12Direction = <AnalysisId.CompositeStrengthMaxStrain12Direction: 137>

CompositeStrengthMaxStress1Direction = <AnalysisId.CompositeStrengthMaxStress1Direction: 138>

CompositeStrengthMaxStress2Direction = <AnalysisId.CompositeStrengthMaxStress2Direction: 139>

CompositeStrengthMaxStress12Direction = <AnalysisId.CompositeStrengthMaxStress12Direction: 140>

CompositeStrengthTsaiHillInteraction = <AnalysisId.CompositeStrengthTsaiHillInteraction: 141>

CompositeStrengthTsaiWuInteraction = <AnalysisId.CompositeStrengthTsaiWuInteraction: 142>

CompositeStrengthTsaiHahnInteraction = <AnalysisId.CompositeStrengthTsaiHahnInteraction: 143>

CompositeStrengthHoffmanInteraction = <AnalysisId.CompositeStrengthHoffmanInteraction: 144>

CompositeStrengthHashinMatrixCracking = <AnalysisId.CompositeStrengthHashinMatrixCracking: 145>

CompositeStrengthHashinFiberFailure = <AnalysisId.CompositeStrengthHashinFiberFailure: 146>

CompositeStrengthLaRC03MatrixCracking = <AnalysisId.CompositeStrengthLaRC03MatrixCracking: 147>

CompositeStrengthLaRC03FiberFailure = <AnalysisId.CompositeStrengthLaRC03FiberFailure: 148>

CompositeStrengthTsaiWuStrainPlyAllowables = <AnalysisId.CompositeStrengthTsaiWuStrainPlyAllowables: 149>

CompositeStrengthTsaiWuStrainLaminateAllowables = <AnalysisId.CompositeStrengthTsaiWuStrainLaminateAllowables: 150>

CompositeStrengthOpenHoleTensionOHTMaxStrain1Direction = <AnalysisId.CompositeStrengthOpenHoleTensionOHTMaxStrain1Direction: 151>

CompositeStrengthOpenHoleCompressionOHCMaxStrain1Direction = <AnalysisId.CompositeStrengthOpenHoleCompressionOHCMaxStrain1Direction: 152>

CompositeStrengthInterlaminarShearKick = <AnalysisId.CompositeStrengthInterlaminarShearKick: 153>

CompositeStrengthPuck2dInterFiberFracture = <AnalysisId.CompositeStrengthPuck2dInterFiberFracture: 154>

CompositeStrengthPuck2dFiberFracture = <AnalysisId.CompositeStrengthPuck2dFiberFracture: 155>

CompositeStrengthPuck3dInterFiberFracture = <AnalysisId.CompositeStrengthPuck3dInterFiberFracture: 156>

CompositeStrengthPuck3dFiberFracture = <AnalysisId.CompositeStrengthPuck3dFiberFracture: 157>

CompositeStrengthUserDefined1 = <AnalysisId.CompositeStrengthUserDefined1: 158>

CompositeStrengthUserDefined2 = <AnalysisId.CompositeStrengthUserDefined2: 159>

JointBondedEdgeDelaminationOnset = <AnalysisId.JointBondedEdgeDelaminationOnset: 160>

JointBondedEdgeDelamination = <AnalysisId.JointBondedEdgeDelamination: 161>

JointBondedFracturePrincipalTransverse = <AnalysisId.JointBondedFracturePrincipalTransverse: 162>

JointBondedFractureMaxStressorStrain1direction = <AnalysisId.JointBondedFractureMaxStressorStrain1direction: 163>

JointBondedDelaminationPeelDominated = <AnalysisId.JointBondedDelaminationPeelDominated: 164>

JointBondedDelaminationPeelandTransverseShear1 = <AnalysisId.JointBondedDelaminationPeelandTransverseShear1: 165>

JointBondedDelaminationPeelandTransverseShear2 = <AnalysisId.JointBondedDelaminationPeelandTransverseShear2: 166>

JointBondedDelaminationTongPeelTransverseShearAxial1 = <AnalysisId.JointBondedDelaminationTongPeelTransverseShearAxial1: 167>

JointBondedDelaminationTongPeelTransverseShearAxial2 = <AnalysisId.JointBondedDelaminationTongPeelTransverseShearAxial2: 168>

JointBondedDelaminationTongPeelTransverseShearAxial3 = <AnalysisId.JointBondedDelaminationTongPeelTransverseShearAxial3: 169>

JointBondedDelaminationTongPeelTransverseShearAxial4 = <AnalysisId.JointBondedDelaminationTongPeelTransverseShearAxial4: 170>

JointBondedDelaminationTongPeelTransverseShearAxial5 = <AnalysisId.JointBondedDelaminationTongPeelTransverseShearAxial5: 171>

JointBondedDelaminationTongPeelTransverseShearAxial6 = <AnalysisId.JointBondedDelaminationTongPeelTransverseShearAxial6: 172>

JointBondedDelaminationPeelLongitudinalTransverseShear = <AnalysisId.JointBondedDelaminationPeelLongitudinalTransverseShear: 173>

JointBondedDelaminationPeelLongitudinalTransverseShearAxialandTransverse = <AnalysisId.JointBondedDelaminationPeelLongitudinalTransverseShearAxialandTransverse: 174>

JointBondedAdhesivePeelDominated = <AnalysisId.JointBondedAdhesivePeelDominated: 175>

JointBondedAdhesiveVonMisesStrain = <AnalysisId.JointBondedAdhesiveVonMisesStrain: 176>

JointBondedAdhesiveMaximumPrincipalStress = <AnalysisId.JointBondedAdhesiveMaximumPrincipalStress: 177>

JointBondedAdhesivePeelLongitudinalTransverseShear = <AnalysisId.JointBondedAdhesivePeelLongitudinalTransverseShear: 178>

JointBondedAdhesiveLongitudinalTransverseShearStress = <AnalysisId.JointBondedAdhesiveLongitudinalTransverseShearStress: 179>

JointBondedAdhesiveLongitudinalTransverseShearStrain = <AnalysisId.JointBondedAdhesiveLongitudinalTransverseShearStrain: 180>

JointBondedDelaminationPropagationModeI = <AnalysisId.JointBondedDelaminationPropagationModeI: 181>

JointBondedDelaminationPropagationModeII = <AnalysisId.JointBondedDelaminationPropagationModeII: 182>

JointBondedDelaminationPropogationPowerLaw = <AnalysisId.JointBondedDelaminationPropogationPowerLaw: 183>

JointBondedDelaminationPropogationBKcriterion = <AnalysisId.JointBondedDelaminationPropogationBKcriterion: 184>

JointBondedLimitsOfApplicability = <AnalysisId.JointBondedLimitsOfApplicability: 185>

JointBoltedSingleHoleBJSFMloadedandfarfield = <AnalysisId.JointBoltedSingleHoleBJSFMloadedandfarfield: 190>

JointBoltedSingleHoleBJSFMBearingOnly = <AnalysisId.JointBoltedSingleHoleBJSFMBearingOnly: 191>

JointBoltedSingleHoleBJSFMBypassOnly = <AnalysisId.JointBoltedSingleHoleBJSFMBypassOnly: 192>

JointBoltedSingleHoleBearingIsotropicAllowable = <AnalysisId.JointBoltedSingleHoleBearingIsotropicAllowable: 193>

JointBoltedUserDefined1 = <AnalysisId.JointBoltedUserDefined1: 198>

JointBoltedUserDefined2 = <AnalysisId.JointBoltedUserDefined2: 199>

ProgressiveFailureInverseABDTraceMethod = <AnalysisId.ProgressiveFailureInverseABDTraceMethod: 201>

ProgressiveFailureAlternativeMethod = <AnalysisId.ProgressiveFailureAlternativeMethod: 202>

CompositeStrengthInterlaminarShear = <AnalysisId.CompositeStrengthInterlaminarShear: 203>

CompositeStrengthFlatwiseTension = <AnalysisId.CompositeStrengthFlatwiseTension: 204>

SandwichCoreUserDefined1 = <AnalysisId.SandwichCoreUserDefined1: 208>

SandwichCoreUserDefined2 = <AnalysisId.SandwichCoreUserDefined2: 209>

JointWebNormalCompressionorPulloff = <AnalysisId.JointWebNormalCompressionorPulloff: 210>

JointWebShear = <AnalysisId.JointWebShear: 211>

JointWebInteraction = <AnalysisId.JointWebInteraction: 212>

GeometryRule71StiffenerAllLaminatesThicknesstoHoleDiameterRatioMinMaxRepairAngle = <AnalysisId.GeometryRule71StiffenerAllLaminatesThicknesstoHoleDiameterRatioMinMaxRepairAngle: 216>

GeometryRule72StiffenerWebRepairThicknesstoHoleDiameterRatioMaxRepairAngle = <AnalysisId.GeometryRule72StiffenerWebRepairThicknesstoHoleDiameterRatioMaxRepairAngle: 217>

GeometryRule73StiffenerSkinFlangeRepairThicknesstoHoleRatioMaxRepairAngle = <AnalysisId.GeometryRule73StiffenerSkinFlangeRepairThicknesstoHoleRatioMaxRepairAngle: 218>

GeometryRule74StiffenerHeightMinRepairAngle = <AnalysisId.GeometryRule74StiffenerHeightMinRepairAngle: 219>

GeometryRule75StiffenerFlangeWidthMinRepairAngle = <AnalysisId.GeometryRule75StiffenerFlangeWidthMinRepairAngle: 220>

CompositeStrengthLaminateCompressionPristine = <AnalysisId.CompositeStrengthLaminateCompressionPristine: 221>

CompositeStrengthLaminateCompressionAfterImpactCAI = <AnalysisId.CompositeStrengthLaminateCompressionAfterImpactCAI: 222>

CompositeStrengthLaminateCompressionOpenHoleOHC = <AnalysisId.CompositeStrengthLaminateCompressionOpenHoleOHC: 223>

CompositeStrengthLaminateCompressionFilledHoleFHC = <AnalysisId.CompositeStrengthLaminateCompressionFilledHoleFHC: 224>

CompositeStrengthLaminateCompressionBVID = <AnalysisId.CompositeStrengthLaminateCompressionBVID: 225>

CompositeStrengthLaminateTensionPristine = <AnalysisId.CompositeStrengthLaminateTensionPristine: 226>

CompositeStrengthLaminateTensionAfterImpactTAI = <AnalysisId.CompositeStrengthLaminateTensionAfterImpactTAI: 227>

CompositeStrengthLaminateTensionOpenHoleOHT = <AnalysisId.CompositeStrengthLaminateTensionOpenHoleOHT: 228>

CompositeStrengthLaminateTensionFilledHoleFHT = <AnalysisId.CompositeStrengthLaminateTensionFilledHoleFHT: 229>

CompositeStrengthLaminateShearPristine = <AnalysisId.CompositeStrengthLaminateShearPristine: 230>

CompositeStrengthLaminateShearAfterImpactSAI = <AnalysisId.CompositeStrengthLaminateShearAfterImpactSAI: 231>

IsotropicStrengthUltimateMaxPrincipalStressCriterion = <AnalysisId.IsotropicStrengthUltimateMaxPrincipalStressCriterion: 315>

MStensionOnlyYield = <AnalysisId.MStensionOnlyYield: 330>

MStensionOnlyUltimate = <AnalysisId.MStensionOnlyUltimate: 331>

MSjointSeparation = <AnalysisId.MSjointSeparation: 333>

MSjointSlipUltimate = <AnalysisId.MSjointSlipUltimate: 334>

MSshearOnlyYield = <AnalysisId.MSshearOnlyYield: 335>

MSshearOnlyUltimate = <AnalysisId.MSshearOnlyUltimate: 336>

MScombinedTSBlinear = <AnalysisId.MScombinedTSBlinear: 337>

MScombinedTSBplastic = <AnalysisId.MScombinedTSBplastic: 338>

MSboltThreadShearUltimate = <AnalysisId.MSboltThreadShearUltimate: 348>

MSnutThreadShearUltimate = <AnalysisId.MSnutThreadShearUltimate: 339>

MSinsertInternalThreadShearUltimate = <AnalysisId.MSinsertInternalThreadShearUltimate: 340>

MSinsertExternalThreadShearUltimate = <AnalysisId.MSinsertExternalThreadShearUltimate: 341>

MSbearingYield = <AnalysisId.MSbearingYield: 343>

MSbearingUltimate = <AnalysisId.MSbearingUltimate: 344>

MSshearoutUltimate = <AnalysisId.MSshearoutUltimate: 345>

MShoopTensionYield = <AnalysisId.MShoopTensionYield: 346>

MShoopTensionUltimate = <AnalysisId.MShoopTensionUltimate: 347>

MSbendingOnlyLinear = <AnalysisId.MSbendingOnlyLinear: 349>

StaticJointStrengthYield = <AnalysisId.StaticJointStrengthYield: 350>

StaticJointStrengthUltimate = <AnalysisId.StaticJointStrengthUltimate: 351>

RivetShearStrength = <AnalysisId.RivetShearStrength: 352>

PreventRivetShearFailureYield = <AnalysisId.PreventRivetShearFailureYield: 353>

PreventRivetShearFailureUltimate = <AnalysisId.PreventRivetShearFailureUltimate: 354>

PreventTensionLoadUltimate = <AnalysisId.PreventTensionLoadUltimate: 355>

PreventTensionLoadLimit = <AnalysisId.PreventTensionLoadLimit: 356>

BearingBypassUltimate = <AnalysisId.BearingBypassUltimate: 357>

MSbendingOnlyPlastic = <AnalysisId.MSbendingOnlyPlastic: 358>

MScombinedTS = <AnalysisId.MScombinedTS: 359>

MScombinedTBLinear = <AnalysisId.MScombinedTBLinear: 360>

MScombinedTBPlastic = <AnalysisId.MScombinedTBPlastic: 361>

BearingOnlyComposite = <AnalysisId.BearingOnlyComposite: 362>

Inherited Members

enum.Enum: name; value

class LimitUltimate(enum.Enum):

Limit vs Ultimate loads.

Limit = <LimitUltimate.Limit: 0>

Ultimate = <LimitUltimate.Ultimate: 1>

Inherited Members

enum.Enum: name; value

class MarginCode(enum.Enum):

Value = <MarginCode.Value: 1>

NA = <MarginCode.NA: 2>

NAMaterial = <MarginCode.NAMaterial: 3>

LPB = <MarginCode.LPB: 4>

GeomPass = <MarginCode.GeomPass: 5>

DataReqdInfo = <MarginCode.DataReqdInfo: 6>

Bounds = <MarginCode.Bounds: 7>

PosLoad = <MarginCode.PosLoad: 8>

NegLoad = <MarginCode.NegLoad: 9>

Skipped = <MarginCode.Skipped: 10>

HighInfo = <MarginCode.HighInfo: 11>

LowInfo = <MarginCode.LowInfo: 12>

Unknown = <MarginCode.Unknown: 13>

LowFailure = <MarginCode.LowFailure: 14>

DataReqdFail = <MarginCode.DataReqdFail: 15>

GeomFail = <MarginCode.GeomFail: 16>

Failed = <MarginCode.Failed: 17>

NoData = <MarginCode.NoData: 18>

Inherited Members

enum.Enum: name; value

class UserConstantDataType(enum.Enum):

Invalid = <UserConstantDataType.Invalid: 0>

FloatingPoint = <UserConstantDataType.FloatingPoint: 1>

OptionalFloatingPoint = <UserConstantDataType.OptionalFloatingPoint: 2>

Integer = <UserConstantDataType.Integer: 3>

OptionalInteger = <UserConstantDataType.OptionalInteger: 4>

Boolean = <UserConstantDataType.Boolean: 5>

Selection = <UserConstantDataType.Selection: 6>

Text = <UserConstantDataType.Text: 7>

Material = <UserConstantDataType.Material: 8>

OptionalMaterial = <UserConstantDataType.OptionalMaterial: 9>

Inherited Members

enum.Enum: name; value

class TernaryStatusCode(enum.Enum):

Success = <TernaryStatusCode.Success: 1>

Warning = <TernaryStatusCode.Warning: 2>

Error = <TernaryStatusCode.Error: 3>

Inherited Members

enum.Enum: name; value

class FamilyConceptUID(enum.Enum):

Unknown = <FamilyConceptUID.Unknown: 0>

One_Stack_Unstiffened = <FamilyConceptUID.One_Stack_Unstiffened: 1>

Two_Stack_Unstiffened = <FamilyConceptUID.Two_Stack_Unstiffened: 2>

Three_Stack_Unstiffened = <FamilyConceptUID.Three_Stack_Unstiffened: 3>

Honeycomb_Sandwich = <FamilyConceptUID.Honeycomb_Sandwich: 4>

Foam_Sandwich = <FamilyConceptUID.Foam_Sandwich: 5>

Bonded_Trusscore_Sandwich = <FamilyConceptUID.Bonded_Trusscore_Sandwich: 6>

Fastened_Trusscore_Sandwich = <FamilyConceptUID.Fastened_Trusscore_Sandwich: 7>

Bonded_Hat = <FamilyConceptUID.Bonded_Hat: 8>

Fastened_Hat = <FamilyConceptUID.Fastened_Hat: 9>

Bonded_Twosheet_Hat = <FamilyConceptUID.Bonded_Twosheet_Hat: 10>

Fastened_Twosheet_Hat = <FamilyConceptUID.Fastened_Twosheet_Hat: 11>

Bonded_I = <FamilyConceptUID.Bonded_I: 15>

Bonded_T = <FamilyConceptUID.Bonded_T: 16>

Bonded_Z = <FamilyConceptUID.Bonded_Z: 17>

Bonded_J = <FamilyConceptUID.Bonded_J: 18>

Bonded_C = <FamilyConceptUID.Bonded_C: 19>

Bonded_Angle = <FamilyConceptUID.Bonded_Angle: 20>

Bonded_I_Continuous_Flange = <FamilyConceptUID.Bonded_I_Continuous_Flange: 21>

Bonded_T_Continuous_Flange = <FamilyConceptUID.Bonded_T_Continuous_Flange: 22>

Bonded_J_Continuous_Flange = <FamilyConceptUID.Bonded_J_Continuous_Flange: 23>

Bonded_Sandwich_I = <FamilyConceptUID.Bonded_Sandwich_I: 24>

Integral_Sandwich_Blade = <FamilyConceptUID.Integral_Sandwich_Blade: 25>

Fastened_I = <FamilyConceptUID.Fastened_I: 26>

Fastened_T = <FamilyConceptUID.Fastened_T: 27>

Fastened_Z = <FamilyConceptUID.Fastened_Z: 28>

Fastened_Angle = <FamilyConceptUID.Fastened_Angle: 29>

Integral_Blade = <FamilyConceptUID.Integral_Blade: 30>

Integral_Inverted_T = <FamilyConceptUID.Integral_Inverted_T: 31>

Integral_Inverted_AngleL = <FamilyConceptUID.Integral_Inverted_AngleL: 32>

Reinforce_Core_Sandwich = <FamilyConceptUID.Reinforce_Core_Sandwich: 73>

C_Channel_Fastened = <FamilyConceptUID.C_Channel_Fastened: 220>

I_Frame_Fastened = <FamilyConceptUID.I_Frame_Fastened: 221>

Shear_Clip_Frame_Fastened = <FamilyConceptUID.Shear_Clip_Frame_Fastened: 222>

Cruciform = <FamilyConceptUID.Cruciform: 223>

Grid0 = <FamilyConceptUID.Grid0: 62>

Grid90 = <FamilyConceptUID.Grid90: 63>

OrthoGrid = <FamilyConceptUID.OrthoGrid: 64>

WaffleGrid = <FamilyConceptUID.WaffleGrid: 65>

IsoGrid = <FamilyConceptUID.IsoGrid: 66>

AngleGrid = <FamilyConceptUID.AngleGrid: 67>

GeneralGrid = <FamilyConceptUID.GeneralGrid: 68>

OrthoGrid_Sandwich = <FamilyConceptUID.OrthoGrid_Sandwich: 69>

AngleGrid_Sandwich = <FamilyConceptUID.AngleGrid_Sandwich: 70>

Pultruded_Rod_Stiffened_Panel = <FamilyConceptUID.Pultruded_Rod_Stiffened_Panel: 74>

I_Beam = <FamilyConceptUID.I_Beam: 33>

T_Beam = <FamilyConceptUID.T_Beam: 34>

C_Beam = <FamilyConceptUID.C_Beam: 35>

L_Beam = <FamilyConceptUID.L_Beam: 36>

Z_Beam = <FamilyConceptUID.Z_Beam: 37>

J_Beam = <FamilyConceptUID.J_Beam: 38>

Cap_Beam = <FamilyConceptUID.Cap_Beam: 39>

Web_Beam = <FamilyConceptUID.Web_Beam: 40>

Rectangular_Beam = <FamilyConceptUID.Rectangular_Beam: 72>

Circular_Tube = <FamilyConceptUID.Circular_Tube: 41>

Elliptical_Tube = <FamilyConceptUID.Elliptical_Tube: 71>

Tapered_Circular_Tube = <FamilyConceptUID.Tapered_Circular_Tube: 75>

Inherited Members

enum.Enum: name; value

class BeamPanelFamily(enum.Enum):

Unassigned = <BeamPanelFamily.Unassigned: 0>

Unstiffened = <BeamPanelFamily.Unstiffened: 2>

Corrugated = <BeamPanelFamily.Corrugated: 3>

Uniaxial = <BeamPanelFamily.Uniaxial: 4>

Grid = <BeamPanelFamily.Grid: 5>

PRSEUS = <BeamPanelFamily.PRSEUS: 6>

OpenBeam = <BeamPanelFamily.OpenBeam: 7>

RectangularBeam = <BeamPanelFamily.RectangularBeam: 8>

CircularBeam = <BeamPanelFamily.CircularBeam: 9>

Inherited Members

enum.Enum: name; value

class FabricationRatio(enum.Enum):

Unknown = <FabricationRatio.Unknown: 0>

CompositeRSA = <FabricationRatio.CompositeRSA: 1>

CompositeR1 = <FabricationRatio.CompositeR1: 2>

CompositeR2 = <FabricationRatio.CompositeR2: 3>

CompositeR5 = <FabricationRatio.CompositeR5: 6>

CompositeR6 = <FabricationRatio.CompositeR6: 7>

CompositeR7 = <FabricationRatio.CompositeR7: 8>

CompositeR8 = <FabricationRatio.CompositeR8: 9>

CompositeR9 = <FabricationRatio.CompositeR9: 10>

CompositeR10 = <FabricationRatio.CompositeR10: 11>

CompositeR11 = <FabricationRatio.CompositeR11: 12>

CompositeTheta = <FabricationRatio.CompositeTheta: 13>

MetallicRSA = <FabricationRatio.MetallicRSA: 21>

MetallicR1 = <FabricationRatio.MetallicR1: 22>

MetallicR2 = <FabricationRatio.MetallicR2: 23>

MetallicR3 = <FabricationRatio.MetallicR3: 24>

MetallicR4 = <FabricationRatio.MetallicR4: 25>

MetallicR5 = <FabricationRatio.MetallicR5: 26>

MetallicR6 = <FabricationRatio.MetallicR6: 27>

MetallicR10 = <FabricationRatio.MetallicR10: 31>

MetallicTheta = <FabricationRatio.MetallicTheta: 33>

Inherited Members

enum.Enum: name; value

class HeightSizingVariable(enum.Enum):

NotApplicable = <HeightSizingVariable.NotApplicable: 0>

TotalHeight = <HeightSizingVariable.TotalHeight: 1>

StiffenerHeight = <HeightSizingVariable.StiffenerHeight: 2>

WebHeight = <HeightSizingVariable.WebHeight: 3>

Inherited Members

enum.Enum: name; value

class MaterialMode(enum.Enum):

none = <MaterialMode.none: 0>

Metal = <MaterialMode.Metal: 1>

Composite = <MaterialMode.Composite: 2>

Any = <MaterialMode.Any: 3>

Inherited Members

enum.Enum: name; value

class ToolingSelectionType(enum.Enum):

Defines which selection a given tooling constraint is currently set to.

Unknown = <ToolingSelectionType.Unknown: 0>

AnyValue = <ToolingSelectionType.AnyValue: 1>

SpecifiedValue = <ToolingSelectionType.SpecifiedValue: 2>

SpecifiedLimitOrRange = <ToolingSelectionType.SpecifiedLimitOrRange: 3>

Inherited Members

enum.Enum: name; value

class VariableInputMode(enum.Enum):

UNKNOWN = <VariableInputMode.UNKNOWN: 0>

Dimensions = <VariableInputMode.Dimensions: 1>

Plies = <VariableInputMode.Plies: 2>

Stock = <VariableInputMode.Stock: 3>

Inherited Members

enum.Enum: name; value

class DiscreteFieldDataType(enum.Enum):

Defines the type of data stored in a Discrete Field. Such as Vector, Scalar, String.

Unknown = <DiscreteFieldDataType.Unknown: 0>

Vector = <DiscreteFieldDataType.Vector: 1>

Scalar = <DiscreteFieldDataType.Scalar: 2>

String = <DiscreteFieldDataType.String: 3>

Inherited Members

enum.Enum: name; value

class DiscreteFieldPhysicalEntityType(enum.Enum):

Defines the type of physical entity that a Discrete Field applies to, such as zone, element, joint, etc.

Unknown = <DiscreteFieldPhysicalEntityType.Unknown: 0>

Element = <DiscreteFieldPhysicalEntityType.Element: 1>

Zone = <DiscreteFieldPhysicalEntityType.Zone: 2>

Joint = <DiscreteFieldPhysicalEntityType.Joint: 3>

Grid = <DiscreteFieldPhysicalEntityType.Grid: 4>

SectionCut = <DiscreteFieldPhysicalEntityType.SectionCut: 5>

Solid = <DiscreteFieldPhysicalEntityType.Solid: 6>

Point = <DiscreteFieldPhysicalEntityType.Point: 7>

Inherited Members

enum.Enum: name; value

class DiscreteDefinitionType(enum.Enum):

none = <DiscreteDefinitionType.none: 0>

LeftOpenSpanShell = <DiscreteDefinitionType.LeftOpenSpanShell: 1>

RightOpenSpanShell = <DiscreteDefinitionType.RightOpenSpanShell: 2>

StiffenerFullBeam = <DiscreteDefinitionType.StiffenerFullBeam: 3>

WebShell = <DiscreteDefinitionType.WebShell: 4>

FootBeam = <DiscreteDefinitionType.FootBeam: 5>

CapBeam = <DiscreteDefinitionType.CapBeam: 6>

LeftFootSkinComboShell = <DiscreteDefinitionType.LeftFootSkinComboShell: 7>

RightFootSkinComboShell = <DiscreteDefinitionType.RightFootSkinComboShell: 8>

LeftCapShell = <DiscreteDefinitionType.LeftCapShell: 9>

RightCapShell = <DiscreteDefinitionType.RightCapShell: 10>

StiffenerPartialNoAttachedFlange = <DiscreteDefinitionType.StiffenerPartialNoAttachedFlange: 11>

LeftWebOfHatShell = <DiscreteDefinitionType.LeftWebOfHatShell: 12>

RightWebOfHatShell = <DiscreteDefinitionType.RightWebOfHatShell: 13>

CrownShell = <DiscreteDefinitionType.CrownShell: 14>

ClosedSpanShell = <DiscreteDefinitionType.ClosedSpanShell: 15>

LeftSkinOverFootShell = <DiscreteDefinitionType.LeftSkinOverFootShell: 16>

RightSkinOverFootShell = <DiscreteDefinitionType.RightSkinOverFootShell: 17>

HatCombinedFootBeam = <DiscreteDefinitionType.HatCombinedFootBeam: 18>

HatCombinedWebShell = <DiscreteDefinitionType.HatCombinedWebShell: 19>

CrownBeam = <DiscreteDefinitionType.CrownBeam: 20>

LeftFootShell = <DiscreteDefinitionType.LeftFootShell: 21>

RightFootShell = <DiscreteDefinitionType.RightFootShell: 22>

WebFootShell = <DiscreteDefinitionType.WebFootShell: 23>

StiffenerMidBeam = <DiscreteDefinitionType.StiffenerMidBeam: 24>

WebCapShell = <DiscreteDefinitionType.WebCapShell: 25>

WebCruciformLower = <DiscreteDefinitionType.WebCruciformLower: 26>

WebCruciformUpper = <DiscreteDefinitionType.WebCruciformUpper: 27>

Inherited Members

enum.Enum: name; value

class DoePlotMode(enum.Enum):

RunSet = <DoePlotMode.RunSet: 0>

Structure = <DoePlotMode.Structure: 1>

Set = <DoePlotMode.Set: 2>

Inherited Members

enum.Enum: name; value

class DoePointType(enum.Enum):

none = <DoePointType.none: 0>

All = <DoePointType.All: 1>

Approach2 = <DoePointType.Approach2: 2>

Approach3 = <DoePointType.Approach3: 3>

Inherited Members

enum.Enum: name; value

class FamilyCategory(enum.Enum):

Unknown = <FamilyCategory.Unknown: 0>

Panel = <FamilyCategory.Panel: 1>

Beam = <FamilyCategory.Beam: 2>

Joint = <FamilyCategory.Joint: 3>

Unspecified = <FamilyCategory.Unspecified: 4>

Inherited Members

enum.Enum: name; value

class FeaSolutionType(enum.Enum):

Static = <FeaSolutionType.Static: 0>

Buckling = <FeaSolutionType.Buckling: 1>

Frequency = <FeaSolutionType.Frequency: 2>

Inherited Members

enum.Enum: name; value

class DiscreteTechnique(enum.Enum):

FEM Modeling technique for a Zone

none = <DiscreteTechnique.none: 0>

Two = <DiscreteTechnique.Two: 2>

Three = <DiscreteTechnique.Three: 3>

Four = <DiscreteTechnique.Four: 4>

Five = <DiscreteTechnique.Five: 5>

Inherited Members

enum.Enum: name; value

class FemType(enum.Enum):

none = <FemType.none: 0>

Unknown = <FemType.Unknown: 1>

GRID = <FemType.GRID: 2>

CBAR = <FemType.CBAR: 3>

CROD = <FemType.CROD: 4>

CBEAM = <FemType.CBEAM: 5>

CBUSH = <FemType.CBUSH: 6>

CELAS2 = <FemType.CELAS2: 7>

CELAS3 = <FemType.CELAS3: 8>

CQUAD4 = <FemType.CQUAD4: 9>

CQUAD8 = <FemType.CQUAD8: 10>

CQUADR = <FemType.CQUADR: 11>

CTRIA3 = <FemType.CTRIA3: 12>

CSHEAR = <FemType.CSHEAR: 13>

CSHELL = <FemType.CSHELL: 14>

CHEXA = <FemType.CHEXA: 15>

CPENTA = <FemType.CPENTA: 16>

LOAD = <FemType.LOAD: 18>

MAT1 = <FemType.MAT1: 19>

MAT2 = <FemType.MAT2: 20>

MAT3 = <FemType.MAT3: 21>

MAT5 = <FemType.MAT5: 22>

MAT8 = <FemType.MAT8: 23>

MAT9 = <FemType.MAT9: 24>

MAT10 = <FemType.MAT10: 25>

MAT11 = <FemType.MAT11: 26>

PBARL = <FemType.PBARL: 27>

PBAR = <FemType.PBAR: 28>

PBEAM = <FemType.PBEAM: 29>

PBEAML = <FemType.PBEAML: 30>

PBUSH = <FemType.PBUSH: 31>

PCOMP = <FemType.PCOMP: 32>

PCOMPLS = <FemType.PCOMPLS: 33>

PCOMPG = <FemType.PCOMPG: 34>

PROD = <FemType.PROD: 35>

PSHELL = <FemType.PSHELL: 36>

PSHEAR = <FemType.PSHEAR: 37>

PSOLID = <FemType.PSOLID: 38>

FORCE = <FemType.FORCE: 39>

MOMENT = <FemType.MOMENT: 40>

PLOAD2 = <FemType.PLOAD2: 41>

PLOAD4 = <FemType.PLOAD4: 42>

RBE2 = <FemType.RBE2: 43>

RBE3 = <FemType.RBE3: 44>

SPC = <FemType.SPC: 45>

SPC1 = <FemType.SPC1: 46>

TEMP = <FemType.TEMP: 47>

TEMPD = <FemType.TEMPD: 48>

TEMPP1 = <FemType.TEMPP1: 49>

TEMPRB = <FemType.TEMPRB: 50>

CORD1C = <FemType.CORD1C: 51>

CORD1R = <FemType.CORD1R: 52>

CORD1S = <FemType.CORD1S: 53>

CORD2C = <FemType.CORD2C: 54>

CORD2R = <FemType.CORD2R: 55>

CORD2S = <FemType.CORD2S: 56>

CORD3C = <FemType.CORD3C: 57>

CORD3R = <FemType.CORD3R: 58>

CORD3S = <FemType.CORD3S: 59>

MATERIAL = <FemType.MATERIAL: 60>

NODE = <FemType.NODE: 61>

B31 = <FemType.B31: 62>

B32 = <FemType.B32: 63>

STRI3 = <FemType.STRI3: 64>

S3 = <FemType.S3: 65>

S3R = <FemType.S3R: 66>

STRI65 = <FemType.STRI65: 67>

S4 = <FemType.S4: 68>

S4R = <FemType.S4R: 69>

S8R = <FemType.S8R: 70>

C3D4 = <FemType.C3D4: 71>

C3D10 = <FemType.C3D10: 72>

C3D8 = <FemType.C3D8: 73>

C3D8I = <FemType.C3D8I: 74>

C3D8R = <FemType.C3D8R: 75>

C3D6 = <FemType.C3D6: 76>

C3D15 = <FemType.C3D15: 77>

C3D20 = <FemType.C3D20: 78>

C3D20R = <FemType.C3D20R: 79>

CONN3D2 = <FemType.CONN3D2: 80>

ISOTROPIC = <FemType.ISOTROPIC: 81>

LAMINA = <FemType.LAMINA: 82>

ENGINEERINGCONSTANTS = <FemType.ENGINEERINGCONSTANTS: 83>

BEAM = <FemType.BEAM: 84>

BEAMSECTION = <FemType.BEAMSECTION: 85>

BEAMGENERALSECTION = <FemType.BEAMGENERALSECTION: 86>

CONNECTORSECTION = <FemType.CONNECTORSECTION: 87>

SHELLSECTION = <FemType.SHELLSECTION: 88>

SHELLGENERALSECTION = <FemType.SHELLGENERALSECTION: 89>

SOLIDSECTION = <FemType.SOLIDSECTION: 90>

SOLIDGENERALSECTION = <FemType.SOLIDGENERALSECTION: 91>

ELSET = <FemType.ELSET: 92>

COORD3D = <FemType.COORD3D: 93>

DISTRIBUTION = <FemType.DISTRIBUTION: 94>

GRIDSET = <FemType.GRIDSET: 95>

DISTRIBUTIONTABLE = <FemType.DISTRIBUTIONTABLE: 96>

Rectangular = <FemType.Rectangular: 97>

Cylindrical = <FemType.Cylindrical: 98>

Spherical = <FemType.Spherical: 99>

Ply = <FemType.Ply: 100>

MPC = <FemType.MPC: 101>

CTRIAR = <FemType.CTRIAR: 102>

CTRIA6 = <FemType.CTRIA6: 103>

Inherited Members

enum.Enum: name; value

class ConstraintType(enum.Enum):

UNKNOWN = <ConstraintType.UNKNOWN: 0>

Displacement = <ConstraintType.Displacement: 1>

Buckling = <ConstraintType.Buckling: 2>

Moment = <ConstraintType.Moment: 3>

Frequency = <ConstraintType.Frequency: 4>

Inherited Members

enum.Enum: name; value

class DegreeOfFreedom(enum.Enum):

T1 = <DegreeOfFreedom.T1: 0>

T2 = <DegreeOfFreedom.T2: 1>

T3 = <DegreeOfFreedom.T3: 2>

R1 = <DegreeOfFreedom.R1: 3>

R2 = <DegreeOfFreedom.R2: 4>

R3 = <DegreeOfFreedom.R3: 5>

Tmag = <DegreeOfFreedom.Tmag: 6>

Rmag = <DegreeOfFreedom.Rmag: 7>

Inherited Members

enum.Enum: name; value

class DisplacementShapeType(enum.Enum):

Unknown = <DisplacementShapeType.Unknown: 0>

Sphere = <DisplacementShapeType.Sphere: 1>

Cylinder = <DisplacementShapeType.Cylinder: 2>

Plane = <DisplacementShapeType.Plane: 3>

Inherited Members

enum.Enum: name; value

class StiffnessCriteriaType(enum.Enum):

Displacement = <StiffnessCriteriaType.Displacement: 0>

Rotation = <StiffnessCriteriaType.Rotation: 1>

Buckling = <StiffnessCriteriaType.Buckling: 2>

Frequency = <StiffnessCriteriaType.Frequency: 3>

Inherited Members

enum.Enum: name; value

class JointConceptId(enum.Enum):

Unassigned = <JointConceptId.Unassigned: 0>

Clevis = <JointConceptId.Clevis: 2>

EdgeAllowable = <JointConceptId.EdgeAllowable: 10>

BoltedSingleShear = <JointConceptId.BoltedSingleShear: 13>

BondedSingleLap = <JointConceptId.BondedSingleLap: 14>

RivetedSingleShear = <JointConceptId.RivetedSingleShear: 15>

DoubleStrap = <JointConceptId.DoubleStrap: 16>

Doubler = <JointConceptId.Doubler: 17>

SteppedLap = <JointConceptId.SteppedLap: 18>

BoltedDoubleShear = <JointConceptId.BoltedDoubleShear: 19>

BoltedTripleShear = <JointConceptId.BoltedTripleShear: 20>

BoltedQuadrupleShear = <JointConceptId.BoltedQuadrupleShear: 21>

Inherited Members

enum.Enum: name; value

class JointRangeId(enum.Enum):

Torque = <JointRangeId.Torque: 1>

FastenerSpacing = <JointRangeId.FastenerSpacing: 2>

FastenerRows = <JointRangeId.FastenerRows: 3>

LengthOverlap = <JointRangeId.LengthOverlap: 4>

TaperAngle = <JointRangeId.TaperAngle: 5>

FinalThickness = <JointRangeId.FinalThickness: 6>

PulloffNormalAllowable = <JointRangeId.PulloffNormalAllowable: 7>

CompressiveNormalAllowable = <JointRangeId.CompressiveNormalAllowable: 8>

ShearAllowable = <JointRangeId.ShearAllowable: 9>

Adherend1Thickness = <JointRangeId.Adherend1Thickness: 10>

Adherend2Thickness = <JointRangeId.Adherend2Thickness: 11>

Sheet1Thickness = <JointRangeId.Sheet1Thickness: 12>

Sheet2Thickness = <JointRangeId.Sheet2Thickness: 13>

Sheet3Thickness = <JointRangeId.Sheet3Thickness: 20>

Sheet4Thickness = <JointRangeId.Sheet4Thickness: 21>

ThicknessAdhesive = <JointRangeId.ThicknessAdhesive: 14>

ThicknessDoubler = <JointRangeId.ThicknessDoubler: 15>

ThicknessClevis = <JointRangeId.ThicknessClevis: 16>

ThicknessStrap = <JointRangeId.ThicknessStrap: 17>

LengthDoubler = <JointRangeId.LengthDoubler: 18>

NumberOfSteps = <JointRangeId.NumberOfSteps: 19>

RivetSpacing = <JointRangeId.RivetSpacing: 22>

Inherited Members

enum.Enum: name; value

class JointRangeMode(enum.Enum):

Torque = <JointRangeMode.Torque: 1>

Length = <JointRangeMode.Length: 2>

FastenerRows = <JointRangeMode.FastenerRows: 3>

TaperAngle = <JointRangeMode.TaperAngle: 4>

Thickness = <JointRangeMode.Thickness: 5>

Allowable = <JointRangeMode.Allowable: 6>

NumberOfSteps = <JointRangeMode.NumberOfSteps: 7>

NxD = <JointRangeMode.NxD: 8>

Inherited Members

enum.Enum: name; value

class JointSelectionId(enum.Enum):

AdhesiveMaterial = <JointSelectionId.AdhesiveMaterial: 1>

UpperStrapMaterial = <JointSelectionId.UpperStrapMaterial: 2>

LowerStrapMaterial = <JointSelectionId.LowerStrapMaterial: 3>

ClevisMaterial = <JointSelectionId.ClevisMaterial: 4>

FastenerSelection = <JointSelectionId.FastenerSelection: 5>

Adherend1Material = <JointSelectionId.Adherend1Material: 6>

Adherend2Material = <JointSelectionId.Adherend2Material: 7>

Sheet1Material = <JointSelectionId.Sheet1Material: 8>

Sheet2Material = <JointSelectionId.Sheet2Material: 9>

Sheet3Material = <JointSelectionId.Sheet3Material: 13>

Sheet4Material = <JointSelectionId.Sheet4Material: 14>

RivetMaterial = <JointSelectionId.RivetMaterial: 10>

StrapMaterial = <JointSelectionId.StrapMaterial: 11>

DoublerMaterial = <JointSelectionId.DoublerMaterial: 12>

Inherited Members

enum.Enum: name; value

class BoundaryConditionType(enum.Enum):

Force = <BoundaryConditionType.Force: 1>

Displacement = <BoundaryConditionType.Displacement: 2>

Free = <BoundaryConditionType.Free: 3>

Fixed = <BoundaryConditionType.Fixed: 4>

Inherited Members

enum.Enum: name; value

class DesignLoadFilteringOptions(enum.Enum):

DoNothing = <DesignLoadFilteringOptions.DoNothing: 0>

UpdateDuringNextSizingOrAnalysis = <DesignLoadFilteringOptions.UpdateDuringNextSizingOrAnalysis: 1>

ApplyDuringSizingOrAnalysis = <DesignLoadFilteringOptions.ApplyDuringSizingOrAnalysis: 2>

Inherited Members

enum.Enum: name; value

class DesignLoadOverrideMode(enum.Enum):

IncludedCases = <DesignLoadOverrideMode.IncludedCases: 0>

LimitFactor = <DesignLoadOverrideMode.LimitFactor: 1>

UltimateFactor = <DesignLoadOverrideMode.UltimateFactor: 2>

ThermalHelp = <DesignLoadOverrideMode.ThermalHelp: 3>

ThermalHurt = <DesignLoadOverrideMode.ThermalHurt: 4>

Temperature = <DesignLoadOverrideMode.Temperature: 5>

Inherited Members

enum.Enum: name; value

class ForceTransformType(enum.Enum):

HyperXConvention = <ForceTransformType.HyperXConvention: 1>

SolverConvention = <ForceTransformType.SolverConvention: 2>

Inherited Members

enum.Enum: name; value

class LoadCaseType(enum.Enum):

Static = <LoadCaseType.Static: 1>

Fatigue = <LoadCaseType.Fatigue: 2>

Inherited Members

enum.Enum: name; value

class LoadPropertyAverageElementType(enum.Enum):

TensionCompressionAverage = <LoadPropertyAverageElementType.TensionCompressionAverage: 0>

TrueAverage = <LoadPropertyAverageElementType.TrueAverage: 1>

Inherited Members

enum.Enum: name; value

class LoadPropertyPeakElementScope(enum.Enum):

PeakDesignCase = <LoadPropertyPeakElementScope.PeakDesignCase: 1>

AllDesignCases = <LoadPropertyPeakElementScope.AllDesignCases: 2>

Inherited Members

enum.Enum: name; value

class LoadPropertyType(enum.Enum):

none = <LoadPropertyType.none: 0>

Average = <LoadPropertyType.Average: 1>

Statistical = <LoadPropertyType.Statistical: 2>

PeakLoad = <LoadPropertyType.PeakLoad: 3>

NeighborAverage = <LoadPropertyType.NeighborAverage: 4>

ElementBased = <LoadPropertyType.ElementBased: 5>

UserFEA = <LoadPropertyType.UserFEA: 6>

UserBonded = <LoadPropertyType.UserBonded: 7>

UserBolted = <LoadPropertyType.UserBolted: 8>

UserGeneral = <LoadPropertyType.UserGeneral: 9>

Inherited Members

enum.Enum: name; value

class LoadSubCaseFactor(enum.Enum):

none = <LoadSubCaseFactor.none: 0>

LimitOnly = <LoadSubCaseFactor.LimitOnly: 1>

UltimateOnly = <LoadSubCaseFactor.UltimateOnly: 2>

LimitWithThermalHelp = <LoadSubCaseFactor.LimitWithThermalHelp: 3>

LimitWithThermalHurt = <LoadSubCaseFactor.LimitWithThermalHurt: 4>

UltimateWithThermalHelp = <LoadSubCaseFactor.UltimateWithThermalHelp: 5>

UltimateWithThermalHurt = <LoadSubCaseFactor.UltimateWithThermalHurt: 6>

Unfactored = <LoadSubCaseFactor.Unfactored: 7>

Inherited Members

enum.Enum: name; value

class TemperatureChoiceType(enum.Enum):

Load Case Setting selection for analysis and initial temperature. Analysis temperature can only be Value or Subcase.

Analysis = <TemperatureChoiceType.Analysis: 0>

Value = <TemperatureChoiceType.Value: 1>

Subcase = <TemperatureChoiceType.Subcase: 2>

Inherited Members

enum.Enum: name; value

class AllowableMethodName(enum.Enum):

Method name for a laminate allowable.

AML = <AllowableMethodName.AML: 1>

Percent_0 = <AllowableMethodName.Percent_0: 2>

Percent_45 = <AllowableMethodName.Percent_45: 3>

BypassStress = <AllowableMethodName.BypassStress: 4>

Polynomial = <AllowableMethodName.Polynomial: 999>

Inherited Members

enum.Enum: name; value

class AllowablePropertyName(enum.Enum):

Property name for a laminate allowable.

Strain_Tension_Pristine = <AllowablePropertyName.Strain_Tension_Pristine: 1>

Strain_Compression_Pristine = <AllowablePropertyName.Strain_Compression_Pristine: 2>

Strain_Shear_Pristine = <AllowablePropertyName.Strain_Shear_Pristine: 3>

Strain_Tension_OHT = <AllowablePropertyName.Strain_Tension_OHT: 4>

Strain_Compression_OHC = <AllowablePropertyName.Strain_Compression_OHC: 5>

Stress_Bearing = <AllowablePropertyName.Stress_Bearing: 6>

Strain_Compression_CAI = <AllowablePropertyName.Strain_Compression_CAI: 9>

Strain_Compression_FHC = <AllowablePropertyName.Strain_Compression_FHC: 10>

Strain_Compression_BVID = <AllowablePropertyName.Strain_Compression_BVID: 11>

Strain_Tension_TAI = <AllowablePropertyName.Strain_Tension_TAI: 12>

Strain_Tension_FHT = <AllowablePropertyName.Strain_Tension_FHT: 13>

Strain_Shear_SAI = <AllowablePropertyName.Strain_Shear_SAI: 14>

Stress_PullThrough = <AllowablePropertyName.Stress_PullThrough: 15>

Stress_Bearing_Bypass = <AllowablePropertyName.Stress_Bearing_Bypass: 16>

Stress_Bypass = <AllowablePropertyName.Stress_Bypass: 17>

Inherited Members

enum.Enum: name; value

class CorrectionCategory(enum.Enum):

Correction property category.

ElasticStiffness = <CorrectionCategory.ElasticStiffness: 1>

StressAllowables = <CorrectionCategory.StressAllowables: 2>

StrainAllowables = <CorrectionCategory.StrainAllowables: 3>

LaminateStrainAllowables = <CorrectionCategory.LaminateStrainAllowables: 4>

BoltedJointParameters = <CorrectionCategory.BoltedJointParameters: 5>

BoltedJointStressAllowables = <CorrectionCategory.BoltedJointStressAllowables: 6>

Inherited Members

enum.Enum: name; value

class CorrectionEquation(DeprecatedEnum):

Equation for a correction factor.

Unknown = <CorrectionEquation.Unknown: 0>

Constant = <CorrectionEquation.Constant: 1>

LinearPercentPly = <CorrectionEquation.LinearPercentPly: <DuplicatedValue object>>

Linear_Percent_Ply = <CorrectionEquation.Linear_Percent_Ply: <DuplicatedValue object>>

QuadraticPercentPlyAndTemperature = <CorrectionEquation.QuadraticPercentPlyAndTemperature: <DuplicatedValue object>>

Quadratic_Percent_Ply_and_Temperature = <CorrectionEquation.Quadratic_Percent_Ply_and_Temperature: <DuplicatedValue object>>

CubicAML = <CorrectionEquation.CubicAML: <DuplicatedValue object>>

Cubic_AML = <CorrectionEquation.Cubic_AML: <DuplicatedValue object>>

BiquadraticThickness = <CorrectionEquation.BiquadraticThickness: <DuplicatedValue object>>

Biquadratic_Thickness = <CorrectionEquation.Biquadratic_Thickness: <DuplicatedValue object>>

QuadraticDiameterAndThickness = <CorrectionEquation.QuadraticDiameterAndThickness: <DuplicatedValue object>>

Quadratic_Diameter_and_Thickness = <CorrectionEquation.Quadratic_Diameter_and_Thickness: <DuplicatedValue object>>

Table = <CorrectionEquation.Table: 7>

Inherited Members

DeprecatedEnum: deprecate
enum.Enum: name; value

class CorrectionFactorCategory(enum.Enum):

Invalid = <CorrectionFactorCategory.Invalid: 0>

Equation = <CorrectionFactorCategory.Equation: 1>

Tabular = <CorrectionFactorCategory.Tabular: 2>

Inherited Members

enum.Enum: name; value

class CorrectionId(enum.Enum):

Correction ID for a correction factor. (Columns in HyperX)

Invalid = <CorrectionId.Invalid: 0>

Correction1 = <CorrectionId.Correction1: 1>

Correction2 = <CorrectionId.Correction2: 2>

Correction3 = <CorrectionId.Correction3: 8>

Correction4 = <CorrectionId.Correction4: 9>

Correction5 = <CorrectionId.Correction5: 7>

Correction6 = <CorrectionId.Correction6: 4>

Correction7 = <CorrectionId.Correction7: 3>

Correction8 = <CorrectionId.Correction8: 5>

Correction9 = <CorrectionId.Correction9: 6>

Inherited Members

enum.Enum: name; value

class CorrectionIndependentDefinition(DeprecatedEnum):

Defines the type of Correction Factor.

Unknown = <CorrectionIndependentDefinition.Unknown: 0>

Temperature = <CorrectionIndependentDefinition.Temperature: 1>

Percent0s = <CorrectionIndependentDefinition.Percent0s: 2>

Percent45s = <CorrectionIndependentDefinition.Percent45s: 3>

AML = <CorrectionIndependentDefinition.AML: 4>

IsCsk = <CorrectionIndependentDefinition.IsCsk: 5>

Csk = <CorrectionIndependentDefinition.Csk: 6>

EOverD = <CorrectionIndependentDefinition.EOverD: <DuplicatedValue object>>

e_over_D = <CorrectionIndependentDefinition.e_over_D: <DuplicatedValue object>>

SOverD = <CorrectionIndependentDefinition.SOverD: <DuplicatedValue object>>

S_over_D = <CorrectionIndependentDefinition.S_over_D: <DuplicatedValue object>>

Spacing = <CorrectionIndependentDefinition.Spacing: 9>

Diameter = <CorrectionIndependentDefinition.Diameter: 10>

Thickness = <CorrectionIndependentDefinition.Thickness: 11>

DOverT = <CorrectionIndependentDefinition.DOverT: <DuplicatedValue object>>

D_over_t = <CorrectionIndependentDefinition.D_over_t: <DuplicatedValue object>>

HOverT = <CorrectionIndependentDefinition.HOverT: <DuplicatedValue object>>

H_over_t = <CorrectionIndependentDefinition.H_over_t: <DuplicatedValue object>>

ShimThickness = <CorrectionIndependentDefinition.ShimThickness: 14>

PointIndex = <CorrectionIndependentDefinition.PointIndex: 15>

CoreDensity = <CorrectionIndependentDefinition.CoreDensity: 16>

CoreThickness = <CorrectionIndependentDefinition.CoreThickness: 17>

Skin = <CorrectionIndependentDefinition.Skin: 18>

Inherited Members

DeprecatedEnum: deprecate
enum.Enum: name; value

class CorrectionProperty(DeprecatedEnum):

Property name for a correction factor. (Rows in HyperX)

Et1 = <CorrectionProperty.Et1: 2>

Et2 = <CorrectionProperty.Et2: 3>

Ec1 = <CorrectionProperty.Ec1: 5>

Ec2 = <CorrectionProperty.Ec2: 6>

G12 = <CorrectionProperty.G12: 8>

Ftu1 = <CorrectionProperty.Ftu1: 11>

Ftu2 = <CorrectionProperty.Ftu2: 12>

Fcu1 = <CorrectionProperty.Fcu1: 13>

Fcu2 = <CorrectionProperty.Fcu2: 14>

Fsu12 = <CorrectionProperty.Fsu12: 17>

Fsu13 = <CorrectionProperty.Fsu13: 18>

Fsu23 = <CorrectionProperty.Fsu23: 19>

etu1 = <CorrectionProperty.etu1: 32>

etu2 = <CorrectionProperty.etu2: 33>

ecu1 = <CorrectionProperty.ecu1: 34>

ecu2 = <CorrectionProperty.ecu2: 35>

eOHT = <CorrectionProperty.eOHT: 36>

eOHC = <CorrectionProperty.eOHC: 37>

esu12 = <CorrectionProperty.esu12: 38>

esu13 = <CorrectionProperty.esu13: 39>

esu23 = <CorrectionProperty.esu23: 40>

Ftu3 = <CorrectionProperty.Ftu3: 50>

D0Tension = <CorrectionProperty.D0Tension: <DuplicatedValue object>>

D0Compression = <CorrectionProperty.D0Compression: <DuplicatedValue object>>

TensionPristine = <CorrectionProperty.TensionPristine: <DuplicatedValue object>>

CompressionPristine = <CorrectionProperty.CompressionPristine: <DuplicatedValue object>>

ShearPristine = <CorrectionProperty.ShearPristine: <DuplicatedValue object>>

TensionOHT = <CorrectionProperty.TensionOHT: <DuplicatedValue object>>

CompressionOHC = <CorrectionProperty.CompressionOHC: <DuplicatedValue object>>

Bearing = <CorrectionProperty.Bearing: 1006>

CompressionCAI = <CorrectionProperty.CompressionCAI: <DuplicatedValue object>>

CompressionFHC = <CorrectionProperty.CompressionFHC: <DuplicatedValue object>>

CompressionBVID = <CorrectionProperty.CompressionBVID: <DuplicatedValue object>>

TensionTAI = <CorrectionProperty.TensionTAI: <DuplicatedValue object>>

TensionFHT = <CorrectionProperty.TensionFHT: <DuplicatedValue object>>

ShearSAI = <CorrectionProperty.ShearSAI: <DuplicatedValue object>>

PullThrough = <CorrectionProperty.PullThrough: 1015>

BearingBypass = <CorrectionProperty.BearingBypass: 1016>

D0_Tension = <CorrectionProperty.D0_Tension: <DuplicatedValue object>>

D0_Compression = <CorrectionProperty.D0_Compression: <DuplicatedValue object>>

Tension_Pristine = <CorrectionProperty.Tension_Pristine: <DuplicatedValue object>>

Compression_Pristine = <CorrectionProperty.Compression_Pristine: <DuplicatedValue object>>

Shear_Pristine = <CorrectionProperty.Shear_Pristine: <DuplicatedValue object>>

Tension_OHT = <CorrectionProperty.Tension_OHT: <DuplicatedValue object>>

Compression_OHC = <CorrectionProperty.Compression_OHC: <DuplicatedValue object>>

Compression_CAI = <CorrectionProperty.Compression_CAI: <DuplicatedValue object>>

Compression_FHC = <CorrectionProperty.Compression_FHC: <DuplicatedValue object>>

Compression_BVID = <CorrectionProperty.Compression_BVID: <DuplicatedValue object>>

Tension_TAI = <CorrectionProperty.Tension_TAI: <DuplicatedValue object>>

Tension_FHT = <CorrectionProperty.Tension_FHT: <DuplicatedValue object>>

Shear_SAI = <CorrectionProperty.Shear_SAI: <DuplicatedValue object>>

Inherited Members

DeprecatedEnum: deprecate
enum.Enum: name; value

class CorrectionValueType(enum.Enum):

Defines the type of the independent values on a tabular correction factor row.

Double = <CorrectionValueType.Double: 0>

Bool = <CorrectionValueType.Bool: 1>

Integer = <CorrectionValueType.Integer: 2>

Inherited Members

enum.Enum: name; value

class EquationParameterId(DeprecatedEnum):

Correction factor parameter names.

none = <EquationParameterId.none: 0>

ConstantLowValue = <EquationParameterId.ConstantLowValue: <DuplicatedValue object>>

ConstantHighValue = <EquationParameterId.ConstantHighValue: <DuplicatedValue object>>

ConstantConstant = <EquationParameterId.ConstantConstant: <DuplicatedValue object>>

LinearPlyLowValue = <EquationParameterId.LinearPlyLowValue: <DuplicatedValue object>>

LinearPlyHighValue = <EquationParameterId.LinearPlyHighValue: <DuplicatedValue object>>

LinearPlyConstant = <EquationParameterId.LinearPlyConstant: <DuplicatedValue object>>

LinearPlyPercent0s = <EquationParameterId.LinearPlyPercent0s: <DuplicatedValue object>>

LinearPlyPercent45s = <EquationParameterId.LinearPlyPercent45s: <DuplicatedValue object>>

LinearPlyFactorThickness = <EquationParameterId.LinearPlyFactorThickness: <DuplicatedValue object>>

QuadraticPlyTempLowValue = <EquationParameterId.QuadraticPlyTempLowValue: <DuplicatedValue object>>

QuadraticPlyTempHighValue = <EquationParameterId.QuadraticPlyTempHighValue: <DuplicatedValue object>>

QuadraticPlyTempConstant = <EquationParameterId.QuadraticPlyTempConstant: <DuplicatedValue object>>

QuadraticPlyTempPercent0s = <EquationParameterId.QuadraticPlyTempPercent0s: <DuplicatedValue object>>

QuadraticPlyTempPercent45s = <EquationParameterId.QuadraticPlyTempPercent45s: <DuplicatedValue object>>

QuadraticPlyTempPercent0sSquared = <EquationParameterId.QuadraticPlyTempPercent0sSquared: <DuplicatedValue object>>

QuadraticPlyTempPercent45sSquared = <EquationParameterId.QuadraticPlyTempPercent45sSquared: <DuplicatedValue object>>

QuadraticPlyTempP0sTimesP45s = <EquationParameterId.QuadraticPlyTempP0sTimesP45s: <DuplicatedValue object>>

QuadraticPlyTempTemperature = <EquationParameterId.QuadraticPlyTempTemperature: <DuplicatedValue object>>

QuadraticPlyTempTemperatureSquared = <EquationParameterId.QuadraticPlyTempTemperatureSquared: <DuplicatedValue object>>

QuadraticPlyTempT0 = <EquationParameterId.QuadraticPlyTempT0: <DuplicatedValue object>>

CubicAMLLowValue = <EquationParameterId.CubicAMLLowValue: <DuplicatedValue object>>

CubicAMLHighValue = <EquationParameterId.CubicAMLHighValue: <DuplicatedValue object>>

CubicAMLConstant = <EquationParameterId.CubicAMLConstant: <DuplicatedValue object>>

CubicAMLAMLNumber = <EquationParameterId.CubicAMLAMLNumber: <DuplicatedValue object>>

CubicAMLAMLNumberSquared = <EquationParameterId.CubicAMLAMLNumberSquared: <DuplicatedValue object>>

CubicAMLAMLNumberCubed = <EquationParameterId.CubicAMLAMLNumberCubed: <DuplicatedValue object>>

BiQuadThickLowValue = <EquationParameterId.BiQuadThickLowValue: <DuplicatedValue object>>

BiQuadThickHighValue = <EquationParameterId.BiQuadThickHighValue: <DuplicatedValue object>>

BiQuadThickThreshold = <EquationParameterId.BiQuadThickThreshold: <DuplicatedValue object>>

BiQuadThickConstant1 = <EquationParameterId.BiQuadThickConstant1: <DuplicatedValue object>>

BiQuadThickFactorThickness1 = <EquationParameterId.BiQuadThickFactorThickness1: <DuplicatedValue object>>

BiQuadThickConstant2 = <EquationParameterId.BiQuadThickConstant2: <DuplicatedValue object>>

BiQuadThickFactorThickness2 = <EquationParameterId.BiQuadThickFactorThickness2: <DuplicatedValue object>>

BiQuadThickFactorThicknessSquared1 = <EquationParameterId.BiQuadThickFactorThicknessSquared1: <DuplicatedValue object>>

BiQuadThickFactorThicknessSquared2 = <EquationParameterId.BiQuadThickFactorThicknessSquared2: <DuplicatedValue object>>

QuadDiamThickLowValue = <EquationParameterId.QuadDiamThickLowValue: <DuplicatedValue object>>

QuadDiamThickHighValue = <EquationParameterId.QuadDiamThickHighValue: <DuplicatedValue object>>

QuadDiamThickConstant = <EquationParameterId.QuadDiamThickConstant: <DuplicatedValue object>>

QuadDiamThickDiameter = <EquationParameterId.QuadDiamThickDiameter: <DuplicatedValue object>>

QuadDiamThickDiameterSquared = <EquationParameterId.QuadDiamThickDiameterSquared: <DuplicatedValue object>>

QuadDiamThickThicknessOverD = <EquationParameterId.QuadDiamThickThicknessOverD: <DuplicatedValue object>>

QuadDiamThickThicknessOverDSquared = <EquationParameterId.QuadDiamThickThicknessOverDSquared: <DuplicatedValue object>>

Constant_Low_Value = <EquationParameterId.Constant_Low_Value: <DuplicatedValue object>>

Constant_High_Value = <EquationParameterId.Constant_High_Value: <DuplicatedValue object>>

Constant_Constant = <EquationParameterId.Constant_Constant: <DuplicatedValue object>>

LinearPly_Low_Value = <EquationParameterId.LinearPly_Low_Value: <DuplicatedValue object>>

LinearPly_High_Value = <EquationParameterId.LinearPly_High_Value: <DuplicatedValue object>>

LinearPly_Constant = <EquationParameterId.LinearPly_Constant: <DuplicatedValue object>>

LinearPly_Percent_0s = <EquationParameterId.LinearPly_Percent_0s: <DuplicatedValue object>>

LinearPly_Percent_45s = <EquationParameterId.LinearPly_Percent_45s: <DuplicatedValue object>>

LinearPly_Factor_Thickness = <EquationParameterId.LinearPly_Factor_Thickness: <DuplicatedValue object>>

QuadraticPlyTemp_Low_Value = <EquationParameterId.QuadraticPlyTemp_Low_Value: <DuplicatedValue object>>

QuadraticPlyTemp_High_Value = <EquationParameterId.QuadraticPlyTemp_High_Value: <DuplicatedValue object>>

QuadraticPlyTemp_Constant = <EquationParameterId.QuadraticPlyTemp_Constant: <DuplicatedValue object>>

QuadraticPlyTemp_Percent_0s = <EquationParameterId.QuadraticPlyTemp_Percent_0s: <DuplicatedValue object>>

QuadraticPlyTemp_Percent_45s = <EquationParameterId.QuadraticPlyTemp_Percent_45s: <DuplicatedValue object>>

QuadraticPlyTemp_Percent_0s_Squared = <EquationParameterId.QuadraticPlyTemp_Percent_0s_Squared: <DuplicatedValue object>>

QuadraticPlyTemp_Percent_45s_Squared = <EquationParameterId.QuadraticPlyTemp_Percent_45s_Squared: <DuplicatedValue object>>

QuadraticPlyTemp_P0s_Times_P45s = <EquationParameterId.QuadraticPlyTemp_P0s_Times_P45s: <DuplicatedValue object>>

QuadraticPlyTemp_Temperature = <EquationParameterId.QuadraticPlyTemp_Temperature: <DuplicatedValue object>>

QuadraticPlyTemp_Temperature_Squared = <EquationParameterId.QuadraticPlyTemp_Temperature_Squared: <DuplicatedValue object>>

QuadraticPlyTemp_T0 = <EquationParameterId.QuadraticPlyTemp_T0: <DuplicatedValue object>>

CubicAML_Low_Value = <EquationParameterId.CubicAML_Low_Value: <DuplicatedValue object>>

CubicAML_High_Value = <EquationParameterId.CubicAML_High_Value: <DuplicatedValue object>>

CubicAML_Constant = <EquationParameterId.CubicAML_Constant: <DuplicatedValue object>>

CubicAML_AML_Number = <EquationParameterId.CubicAML_AML_Number: <DuplicatedValue object>>

CubicAML_AML_Number_Squared = <EquationParameterId.CubicAML_AML_Number_Squared: <DuplicatedValue object>>

CubicAML_AML_Number_Cubed = <EquationParameterId.CubicAML_AML_Number_Cubed: <DuplicatedValue object>>

BiQuadThick_Low_Value = <EquationParameterId.BiQuadThick_Low_Value: <DuplicatedValue object>>

BiQuadThick_High_Value = <EquationParameterId.BiQuadThick_High_Value: <DuplicatedValue object>>

BiQuadThick_Threshold = <EquationParameterId.BiQuadThick_Threshold: <DuplicatedValue object>>

BiQuadThick_Constant_1 = <EquationParameterId.BiQuadThick_Constant_1: <DuplicatedValue object>>

BiQuadThick_Factor_Thickness_1 = <EquationParameterId.BiQuadThick_Factor_Thickness_1: <DuplicatedValue object>>

BiQuadThick_Constant_2 = <EquationParameterId.BiQuadThick_Constant_2: <DuplicatedValue object>>

BiQuadThick_Factor_Thickness_2 = <EquationParameterId.BiQuadThick_Factor_Thickness_2: <DuplicatedValue object>>

BiQuadThick_Factor_Thickness_Squared_1 = <EquationParameterId.BiQuadThick_Factor_Thickness_Squared_1: <DuplicatedValue object>>

BiQuadThick_Factor_Thickness_Squared_2 = <EquationParameterId.BiQuadThick_Factor_Thickness_Squared_2: <DuplicatedValue object>>

QuadDiamThick_Low_Value = <EquationParameterId.QuadDiamThick_Low_Value: <DuplicatedValue object>>

QuadDiamThick_High_Value = <EquationParameterId.QuadDiamThick_High_Value: <DuplicatedValue object>>

QuadDiamThick_Constant = <EquationParameterId.QuadDiamThick_Constant: <DuplicatedValue object>>

QuadDiamThick_Diameter = <EquationParameterId.QuadDiamThick_Diameter: <DuplicatedValue object>>

QuadDiamThick_Diameter_Squared = <EquationParameterId.QuadDiamThick_Diameter_Squared: <DuplicatedValue object>>

QuadDiamThick_Thickness_Over_D = <EquationParameterId.QuadDiamThick_Thickness_Over_D: <DuplicatedValue object>>

QuadDiamThick_Thickness_Over_D_Squared = <EquationParameterId.QuadDiamThick_Thickness_Over_D_Squared: <DuplicatedValue object>>

Inherited Members

DeprecatedEnum: deprecate
enum.Enum: name; value

class LaminateFamilySettingType(enum.Enum):

none = <LaminateFamilySettingType.none: 0>

Allowed = <LaminateFamilySettingType.Allowed: 1>

Required = <LaminateFamilySettingType.Required: 2>

Inherited Members

enum.Enum: name; value

class LaminateFamilyType(enum.Enum):

Unknown = <LaminateFamilyType.Unknown: 0>

Traditional = <LaminateFamilyType.Traditional: 1>

DoubleDouble = <LaminateFamilyType.DoubleDouble: 2>

Inherited Members

enum.Enum: name; value

class PlyDropPattern(enum.Enum):

none = <PlyDropPattern.none: 0>

Hourglass = <PlyDropPattern.Hourglass: 1>

Diamond = <PlyDropPattern.Diamond: 2>

UpsideDownTriangle = <PlyDropPattern.UpsideDownTriangle: 3>

Pyramid = <PlyDropPattern.Pyramid: 4>

Interleaved = <PlyDropPattern.Interleaved: 5>

InterleavedHourglass = <PlyDropPattern.InterleavedHourglass: 6>

Element = <PlyDropPattern.Element: 7>

Stiffener = <PlyDropPattern.Stiffener: 8>

Inherited Members

enum.Enum: name; value

class PlyStiffenerSubType(enum.Enum):

none = <PlyStiffenerSubType.none: 0>

Base1 = <PlyStiffenerSubType.Base1: 1>

Plank = <PlyStiffenerSubType.Plank: 2>

FootCharge = <PlyStiffenerSubType.FootCharge: 3>

WebCharge = <PlyStiffenerSubType.WebCharge: 4>

CapCharge = <PlyStiffenerSubType.CapCharge: 5>

CapCover = <PlyStiffenerSubType.CapCover: 6>

Charge = <PlyStiffenerSubType.Charge: 7>

Base2 = <PlyStiffenerSubType.Base2: 8>

BottomCover = <PlyStiffenerSubType.BottomCover: 9>

TopCover = <PlyStiffenerSubType.TopCover: 10>

Inherited Members

enum.Enum: name; value

class StiffenerLaminateLayerLocation(enum.Enum):

Base = <StiffenerLaminateLayerLocation.Base: 1>

Plank = <StiffenerLaminateLayerLocation.Plank: 2>

FootCharge = <StiffenerLaminateLayerLocation.FootCharge: 3>

WebCharge = <StiffenerLaminateLayerLocation.WebCharge: 4>

CapCharge = <StiffenerLaminateLayerLocation.CapCharge: 5>

BottomCover = <StiffenerLaminateLayerLocation.BottomCover: 6>

TopCover = <StiffenerLaminateLayerLocation.TopCover: 7>

Inherited Members

enum.Enum: name; value

class StiffenerProfile(enum.Enum):

Corrugated = <StiffenerProfile.Corrugated: 1>

IPanel = <StiffenerProfile.IPanel: 2>

TPanel = <StiffenerProfile.TPanel: 3>

ZPanel = <StiffenerProfile.ZPanel: 4>

JPanel = <StiffenerProfile.JPanel: 5>

CPanel = <StiffenerProfile.CPanel: 6>

AnglePanel = <StiffenerProfile.AnglePanel: 7>

InvertedTPanel = <StiffenerProfile.InvertedTPanel: 8>

LPanel = <StiffenerProfile.LPanel: 9>

IsoGrid = <StiffenerProfile.IsoGrid: 10>

Orthogrid = <StiffenerProfile.Orthogrid: 11>

GeneralGrid = <StiffenerProfile.GeneralGrid: 12>

IBeam = <StiffenerProfile.IBeam: 13>

CBeam = <StiffenerProfile.CBeam: 14>

TBeam = <StiffenerProfile.TBeam: 15>

ZBeam = <StiffenerProfile.ZBeam: 16>

LBeam = <StiffenerProfile.LBeam: 17>

JBeam = <StiffenerProfile.JBeam: 18>

RectangularBeam = <StiffenerProfile.RectangularBeam: 19>

Inherited Members

enum.Enum: name; value

class MaterialType(enum.Enum):

Represents a material's type.

Foam = <MaterialType.Foam: 0>

Honeycomb = <MaterialType.Honeycomb: 1>

Isotropic = <MaterialType.Isotropic: 2>

Laminate = <MaterialType.Laminate: 3>

Orthotropic = <MaterialType.Orthotropic: 5>

Inherited Members

enum.Enum: name; value

class FamilyObjectUID(enum.Enum):

Default_Object = <FamilyObjectUID.Default_Object: 0>

Top_Stack = <FamilyObjectUID.Top_Stack: 1>

Middle_Stack = <FamilyObjectUID.Middle_Stack: 2>

Bottom_Stack = <FamilyObjectUID.Bottom_Stack: 3>

Top_Honeycomb_Face = <FamilyObjectUID.Top_Honeycomb_Face: 4>

Honeycomb_Core = <FamilyObjectUID.Honeycomb_Core: 5>

Bottom_Honeycomb_Face = <FamilyObjectUID.Bottom_Honeycomb_Face: 6>

Top_Foam_Face = <FamilyObjectUID.Top_Foam_Face: 7>

Foam_Core_Unstiffened = <FamilyObjectUID.Foam_Core_Unstiffened: 8>

Bottom_Foam_Face = <FamilyObjectUID.Bottom_Foam_Face: 9>

Corrugated_FwntTop_with_flange_Open_Span = <FamilyObjectUID.Corrugated_FwntTop_with_flange_Open_Span: 10>

Bwidth_Closed_Span = <FamilyObjectUID.Bwidth_Closed_Span: 11>

Wnt_face_only_Joint_Span_Corrugated = <FamilyObjectUID.Wnt_face_only_Joint_Span_Corrugated: 12>

Wnt_Crown_Top_Crown_Top = <FamilyObjectUID.Wnt_Crown_Top_Crown_Top: 13>

Wnt_ComboTop_Bonded_Combo_Top = <FamilyObjectUID.Wnt_ComboTop_Bonded_Combo_Top: 14>

FwntAndWnt_ComboTop_Fastened_Flange_and_Face_Top = <FamilyObjectUID.FwntAndWnt_ComboTop_Fastened_Flange_and_Face_Top: 15>

Bonded_FwntAndWnt_ComboTop_Bonded_Flange_and_Face_Top = <FamilyObjectUID.Bonded_FwntAndWnt_ComboTop_Bonded_Flange_and_Face_Top: 16>

B2_Web_Web_Corrugated = <FamilyObjectUID.B2_Web_Web_Corrugated: 17>

Wnb_Crown_bottom_Crown_Bottom = <FamilyObjectUID.Wnb_Crown_bottom_Crown_Bottom: 18>

Wnb_Combo_bottom_Bonded_Combo = <FamilyObjectUID.Wnb_Combo_bottom_Bonded_Combo: 19>

Wnb_face_only_Joint_Span_Corrugated = <FamilyObjectUID.Wnb_face_only_Joint_Span_Corrugated: 20>

Sx_MinusOrDashIdk_Wnb_bottom_face_Bottom_Span = <FamilyObjectUID.Sx_MinusOrDashIdk_Wnb_bottom_face_Bottom_Span: 21>

FwntAndWnt_Discontinuous_Spacing_Span_Corrugated = <FamilyObjectUID.FwntAndWnt_Discontinuous_Spacing_Span_Corrugated: 22>

FwntTop_no_flange_Clear_Span = <FamilyObjectUID.FwntTop_no_flange_Clear_Span: 25>

Wnt_face_only_Joint_Span_Uniaxial = <FamilyObjectUID.Wnt_face_only_Joint_Span_Uniaxial: 26>

Two_sided_Wnt_Top_Discontinuous_Flange_Top_Uniaxial = <FamilyObjectUID.Two_sided_Wnt_Top_Discontinuous_Flange_Top_Uniaxial: 27>

One_sided_Wnt_Top_Discontinuous_Flange_Top_Uniaxial = <FamilyObjectUID.One_sided_Wnt_Top_Discontinuous_Flange_Top_Uniaxial: 28>

Two_sided_Wnt_ComboTop_Discontinuous_Bonded_Combo = <FamilyObjectUID.Two_sided_Wnt_ComboTop_Discontinuous_Bonded_Combo: 29>

One_sided_Wnt_ComboTop_Discontinuous_Bonded_Combo = <FamilyObjectUID.One_sided_Wnt_ComboTop_Discontinuous_Bonded_Combo: 30>

Defunct_entire_span_FwntAndWnt_ComboTop_Continuous_Fastened_Flange_and_Face_Top = <FamilyObjectUID.Defunct_entire_span_FwntAndWnt_ComboTop_Continuous_Fastened_Flange_and_Face_Top: 31>

Entire_span_FwntAndWnt_ComboTop_Continuous_Bonded_Flange_and_Face_Top = <FamilyObjectUID.Entire_span_FwntAndWnt_ComboTop_Continuous_Bonded_Flange_and_Face_Top: 32>

B2_Web_Web_Uniaxial = <FamilyObjectUID.B2_Web_Web_Uniaxial: 33>

Two_sided_Wnb_bottom_free_flange_Flange_Bottom_Uniaxial = <FamilyObjectUID.Two_sided_Wnb_bottom_free_flange_Flange_Bottom_Uniaxial: 34>

One_sided_Wnb_bottom_free_flange_Flange_Bottom_Uniaxial = <FamilyObjectUID.One_sided_Wnb_bottom_free_flange_Flange_Bottom_Uniaxial: 35>

Two_sided_Wnb_Combo_bottom_Discontinuous_Bonded_Combo = <FamilyObjectUID.Two_sided_Wnb_Combo_bottom_Discontinuous_Bonded_Combo: 36>

Entire_span_FwnbAndWnb_ComboBot_Continuous_Bonded_Flange_and_Face_Bottom = <FamilyObjectUID.Entire_span_FwnbAndWnb_ComboBot_Continuous_Bonded_Flange_and_Face_Bottom: 37>

Wnb_face_only_Joint_Span_Uniaxial = <FamilyObjectUID.Wnb_face_only_Joint_Span_Uniaxial: 38>

CleMinusOrDashIdkdash_Wnb_bottom_face_Bottom_Span = <FamilyObjectUID.CleMinusOrDashIdkdash_Wnb_bottom_face_Bottom_Span: 39>

B2_Web_unsupported_Web = <FamilyObjectUID.B2_Web_unsupported_Web: 40>

FwntAndWnt_Discontinuous_Spacing_Span_Uniaxial = <FamilyObjectUID.FwntAndWnt_Discontinuous_Spacing_Span_Uniaxial: 41>

Two_sided_Wnt_Top_Discontinuous_Flange_Top_OpenBeam = <FamilyObjectUID.Two_sided_Wnt_Top_Discontinuous_Flange_Top_OpenBeam: 43>

One_sided_Wnt_Top_Discontinuous_Flange_Top_OpenBeam = <FamilyObjectUID.One_sided_Wnt_Top_Discontinuous_Flange_Top_OpenBeam: 44>

B2_Web_no_edges_free_Web = <FamilyObjectUID.B2_Web_no_edges_free_Web: 45>

Two_sided_Wnb_bottom_free_flange_Flange_Bottom_OpenBeam = <FamilyObjectUID.Two_sided_Wnb_bottom_free_flange_Flange_Bottom_OpenBeam: 46>

One_sided_Wnb_bottom_free_flange_Flange_Bottom_OpenBeam = <FamilyObjectUID.One_sided_Wnb_bottom_free_flange_Flange_Bottom_OpenBeam: 47>

B2_Web_one_edge_free_Web = <FamilyObjectUID.B2_Web_one_edge_free_Web: 48>

TopFace_Zero_Grid = <FamilyObjectUID.TopFace_Zero_Grid: 49>

TopFace_Ninety_Grid = <FamilyObjectUID.TopFace_Ninety_Grid: 50>

TopFace_OrthoGrid = <FamilyObjectUID.TopFace_OrthoGrid: 51>

BottomFace_OrthoGrid = <FamilyObjectUID.BottomFace_OrthoGrid: 52>

TopFace_WaffleGrid = <FamilyObjectUID.TopFace_WaffleGrid: 53>

TopFace_AngleGrid = <FamilyObjectUID.TopFace_AngleGrid: 54>

BottomFace_AngleGrid = <FamilyObjectUID.BottomFace_AngleGrid: 55>

TopFace_GeneralGrid = <FamilyObjectUID.TopFace_GeneralGrid: 56>

Web_Zero_Grid = <FamilyObjectUID.Web_Zero_Grid: 59>

Web_Ninety_Grid = <FamilyObjectUID.Web_Ninety_Grid: 60>

Zero_Web = <FamilyObjectUID.Zero_Web: 61>

Ninety_Web = <FamilyObjectUID.Ninety_Web: 62>

AngleWeb_Plus = <FamilyObjectUID.AngleWeb_Plus: 63>

AngleWeb_Minus = <FamilyObjectUID.AngleWeb_Minus: 64>

FwntTop_with_flange_Open_Span_Uniaxial = <FamilyObjectUID.FwntTop_with_flange_Open_Span_Uniaxial: 65>

Curved_Wall = <FamilyObjectUID.Curved_Wall: 66>

Foam_Core_Uniaxial = <FamilyObjectUID.Foam_Core_Uniaxial: 67>

Open_Span = <FamilyObjectUID.Open_Span: 68>

Frame_Web_Foam_Core_PRSEUS = <FamilyObjectUID.Frame_Web_Foam_Core_PRSEUS: 69>

Two_sided_Wnt_s_ComboTop_Discontinuous_Bonded_Combo = <FamilyObjectUID.Two_sided_Wnt_s_ComboTop_Discontinuous_Bonded_Combo: 70>

Two_sided_Wnt_f_ComboTop_Discontinuous_Bonded_Combo = <FamilyObjectUID.Two_sided_Wnt_f_ComboTop_Discontinuous_Bonded_Combo: 71>

B2_Web_Stringer_Web = <FamilyObjectUID.B2_Web_Stringer_Web: 72>

Two_sided_Wnb_bottom_stringer_rod_and_laminate = <FamilyObjectUID.Two_sided_Wnb_bottom_stringer_rod_and_laminate: 73>

B2_Web_Frame_Web = <FamilyObjectUID.B2_Web_Frame_Web: 74>

FwntAndWnt_Discontinuous_Spacing_Span_PRSEUS = <FamilyObjectUID.FwntAndWnt_Discontinuous_Spacing_Span_PRSEUS: 75>

Stringer_and_Frame_Bonded_Combo = <FamilyObjectUID.Stringer_and_Frame_Bonded_Combo: 76>

Span_between_frames_for_rod_stiffened_panel = <FamilyObjectUID.Span_between_frames_for_rod_stiffened_panel: 77>

Web_upper = <FamilyObjectUID.Web_upper: 233>

Web_lower = <FamilyObjectUID.Web_lower: 234>

Mid_one_sided = <FamilyObjectUID.Mid_one_sided: 235>

SC_Foot = <FamilyObjectUID.SC_Foot: 236>

SC_Web = <FamilyObjectUID.SC_Web: 237>

Rectangular_open_beam_Top_Wall = <FamilyObjectUID.Rectangular_open_beam_Top_Wall: 843>

Rectangular_open_beam_Side_Wall = <FamilyObjectUID.Rectangular_open_beam_Side_Wall: 845>

Rectangular_open_beam_Bottom_Wall = <FamilyObjectUID.Rectangular_open_beam_Bottom_Wall: 846>

Inherited Members

enum.Enum: name; value

class JointObject(enum.Enum):

Enum identifying the possible entities within a joint

EntireJoint = <JointObject.EntireJoint: 0>

Fastener = <JointObject.Fastener: 1>

Sheet1 = <JointObject.Sheet1: 2>

Sheet2 = <JointObject.Sheet2: 3>

Sheet3 = <JointObject.Sheet3: 4>

Sheet4 = <JointObject.Sheet4: 5>

FaceSheetEndCap = <JointObject.FaceSheetEndCap: 6>

EndCap = <JointObject.EndCap: 7>

UpperAdhesive = <JointObject.UpperAdhesive: 8>

LowerAdhesive = <JointObject.LowerAdhesive: 9>

UpperDoubler = <JointObject.UpperDoubler: 10>

LowerDoubler = <JointObject.LowerDoubler: 11>

EdgeAllowableSheet = <JointObject.EdgeAllowableSheet: 12>

Rivet = <JointObject.Rivet: 13>

Inherited Members

enum.Enum: name; value

class ObjectGroup(enum.Enum):

EntireConcept = <ObjectGroup.EntireConcept: 0>

LaminateSkinTopFacesheet = <ObjectGroup.LaminateSkinTopFacesheet: 1>

Web = <ObjectGroup.Web: 2>

Foot = <ObjectGroup.Foot: 3>

CapCrown = <ObjectGroup.CapCrown: 4>

SpacingSpan = <ObjectGroup.SpacingSpan: 5>

Core = <ObjectGroup.Core: 6>

Wall = <ObjectGroup.Wall: 7>

Fastener = <ObjectGroup.Fastener: 11>

Sheet = <ObjectGroup.Sheet: 12>

Doubler = <ObjectGroup.Doubler: 13>

Rivet = <ObjectGroup.Rivet: 14>

Adhesive = <ObjectGroup.Adhesive: 15>

MiddleStack = <ObjectGroup.MiddleStack: 16>

BottomFacesheet = <ObjectGroup.BottomFacesheet: 17>

Inherited Members

enum.Enum: name; value

class VariableParameter(enum.Enum):

none = <VariableParameter.none: 0>

BottomFaceThicknessMaterial = <VariableParameter.BottomFaceThicknessMaterial: 1>

BottomFlangeThickness = <VariableParameter.BottomFlangeThickness: 2>

BottomFlangeWidth = <VariableParameter.BottomFlangeWidth: 3>

ThreeStackCoreThicknessMaterial = <VariableParameter.ThreeStackCoreThicknessMaterial: 4>

WebAngle = <VariableParameter.WebAngle: 5>

Height = <VariableParameter.Height: 6>

Spacing = <VariableParameter.Spacing: 7>

TopFaceThicknessMaterial = <VariableParameter.TopFaceThicknessMaterial: 8>

TopClearSpanWidth = <VariableParameter.TopClearSpanWidth: 9>

TopFlangeThickness = <VariableParameter.TopFlangeThickness: 10>

TopFlangeWidth = <VariableParameter.TopFlangeWidth: 11>

EllipticalTubeWallThicknessMaterial = <VariableParameter.EllipticalTubeWallThicknessMaterial: 13>

WebThicknessMaterial = <VariableParameter.WebThicknessMaterial: 14>

GridStiffened90WebThickness = <VariableParameter.GridStiffened90WebThickness: 15>

GridStiffenedAngleWebThickness = <VariableParameter.GridStiffenedAngleWebThickness: 16>

GridStiffened0WebHeight = <VariableParameter.GridStiffened0WebHeight: 17>

GridStiffened90WebHeight = <VariableParameter.GridStiffened90WebHeight: 18>

GridStiffenedAngleWebHeight = <VariableParameter.GridStiffenedAngleWebHeight: 19>

GridStiffened90WebStiffenerSpacing = <VariableParameter.GridStiffened90WebStiffenerSpacing: 20>

GridStiffenedAngleWebStiffenerSpacing = <VariableParameter.GridStiffenedAngleWebStiffenerSpacing: 21>

RectangularBeamTopWallThickness = <VariableParameter.RectangularBeamTopWallThickness: 24>

RectangularBeamSideWallThicknessMaterial = <VariableParameter.RectangularBeamSideWallThicknessMaterial: 25>

RectangularBeamBottomWallThickness = <VariableParameter.RectangularBeamBottomWallThickness: 26>

BeamWidth = <VariableParameter.BeamWidth: 28>

TubeTaperAngle = <VariableParameter.TubeTaperAngle: 29>

RodStiffenedStringerHeight = <VariableParameter.RodStiffenedStringerHeight: 31>

RodStiffenedFrameWebThicknessMaterial = <VariableParameter.RodStiffenedFrameWebThicknessMaterial: 32>

RodStiffenedFrameHeight = <VariableParameter.RodStiffenedFrameHeight: 33>

RodStiffenedFrameSpacing = <VariableParameter.RodStiffenedFrameSpacing: 34>

RodStiffenedFrameFlangeWidth = <VariableParameter.RodStiffenedFrameFlangeWidth: 35>

RodStiffenedFrameFlangeThickness = <VariableParameter.RodStiffenedFrameFlangeThickness: 36>

RodStiffenedRodDiameterMaterial = <VariableParameter.RodStiffenedRodDiameterMaterial: 37>

RodStiffenedFrameClearSpan = <VariableParameter.RodStiffenedFrameClearSpan: 38>

RodStiffenedFoamThicknessMaterial = <VariableParameter.RodStiffenedFoamThicknessMaterial: 41>

RodStiffenedTopFaceThicknessMaterial = <VariableParameter.RodStiffenedTopFaceThicknessMaterial: 42>

RodStiffenedStringerSpacing = <VariableParameter.RodStiffenedStringerSpacing: 43>

RodStiffenedStringerFlangeWidth = <VariableParameter.RodStiffenedStringerFlangeWidth: 44>

RodStiffenedStringerFlangeThickness = <VariableParameter.RodStiffenedStringerFlangeThickness: 45>

RodStiffenedStringerClearSpan = <VariableParameter.RodStiffenedStringerClearSpan: 46>

HoneycombThicknessMaterial = <VariableParameter.HoneycombThicknessMaterial: 47>

FoamThicknessMaterial = <VariableParameter.FoamThicknessMaterial: 48>

HeightStiffener = <VariableParameter.HeightStiffener: 49>

HeightStiffenerWeb = <VariableParameter.HeightStiffenerWeb: 50>

CapBeamThicknessMaterial = <VariableParameter.CapBeamThicknessMaterial: 51>

FrameMidThickness = <VariableParameter.FrameMidThickness: 52>

FrameMidWidth = <VariableParameter.FrameMidWidth: 53>

FrameMidHeight = <VariableParameter.FrameMidHeight: 54>

ShearClipFootThickness = <VariableParameter.ShearClipFootThickness: 55>

ShearClipFootWidth = <VariableParameter.ShearClipFootWidth: 56>

ShearClipWebThickness = <VariableParameter.ShearClipWebThickness: 57>

ShearClipWebHeight = <VariableParameter.ShearClipWebHeight: 58>

FrameWebCapThickness = <VariableParameter.FrameWebCapThickness: 59>

ShearClipRefHeight = <VariableParameter.ShearClipRefHeight: 60>

CorrugatedWebThicknessMaterial = <VariableParameter.CorrugatedWebThicknessMaterial: 61>

Inherited Members

enum.Enum: name; value

class LoadSetType(enum.Enum):

Mechanical = <LoadSetType.Mechanical: 0>

Thermal = <LoadSetType.Thermal: 1>

Inherited Members

enum.Enum: name; value

class ProjectModelFormat(enum.Enum):

UNKNOWN = <ProjectModelFormat.UNKNOWN: 0>

MscNastran = <ProjectModelFormat.MscNastran: 1>

NeiNastran = <ProjectModelFormat.NeiNastran: 5>

NxNastran = <ProjectModelFormat.NxNastran: 6>

Abaqus = <ProjectModelFormat.Abaqus: 7>

Ansys = <ProjectModelFormat.Ansys: 8>

OptiStruct = <ProjectModelFormat.OptiStruct: 9>

Inherited Members

enum.Enum: name; value

class StressReportFormat(enum.Enum):

Word = <StressReportFormat.Word: 0>

Excel = <StressReportFormat.Excel: 1>

Inherited Members

enum.Enum: name; value

class SectionCutPropertyLocation(enum.Enum):

Centroid vs Origin

Centroid = <SectionCutPropertyLocation.Centroid: 0>

Origin = <SectionCutPropertyLocation.Origin: 1>

Inherited Members

enum.Enum: name; value

class ReferencePlaneBeam(enum.Enum):

UNKNOWN = <ReferencePlaneBeam.UNKNOWN: 0>

Neutral = <ReferencePlaneBeam.Neutral: 1>

Top = <ReferencePlaneBeam.Top: 2>

Bottom = <ReferencePlaneBeam.Bottom: 3>

Inherited Members

enum.Enum: name; value

class ReferencePlanePanel(enum.Enum):

UNKNOWN = <ReferencePlanePanel.UNKNOWN: 0>

MidplaneTopFace = <ReferencePlanePanel.MidplaneTopFace: 1>

Midplane = <ReferencePlanePanel.Midplane: 2>

MidplaneBottomFace = <ReferencePlanePanel.MidplaneBottomFace: 3>

OML = <ReferencePlanePanel.OML: 4>

IML = <ReferencePlanePanel.IML: 5>

Inherited Members

enum.Enum: name; value

class ZoneBucklingMode(enum.Enum):

UNKNOWN = <ZoneBucklingMode.UNKNOWN: 0>

InternalX = <ZoneBucklingMode.InternalX: 1>

InternalY = <ZoneBucklingMode.InternalY: 2>

ExternalX = <ZoneBucklingMode.ExternalX: 3>

ExternalY = <ZoneBucklingMode.ExternalY: 4>

Inherited Members

enum.Enum: name; value

class SimpleStatus:

Lots of methods need to return a Success state and an associated Message.

SimpleStatus(simpleStatus: HyperX.Types.SimpleStatus)

def Create_SimpleStatus_success(success: bool):

def Create_SimpleStatus_success_message(success: bool, message: str):

def Create_SimpleStatus_success_messages(success: bool, messages: list[str]):

def Create_SimpleStatus_tupleInput(tupleInput: tuple[bool, str]):

Success: bool

Message: str

Messages: list[str]

@classmethod

def NewSuccess(self) -> SimpleStatus:

For when you just need a success.

def AddMessage(self, message: str) -> None:

def GetMessage(self) -> str:

def ToString(self) -> str:

def Equals(self, item1=None) -> bool:

Overload 1: Equals(self, obj: object) -> bool

Overload 2: Equals(self, other) -> bool

class TernaryStatus(SimpleStatus):

Lots of methods need to return a Success state and an associated Message.

TernaryStatus(ternaryStatus: HyperX.Types.TernaryStatus)

def Create_TernaryStatus(status: TernaryStatusCode, message: str):

Success: bool

We succeed as long as we do not fail.

Status: TernaryStatusCode

def ToString(self) -> str:

def Equals(self, item1=None) -> bool:

Overload 1: Equals(self, obj: object) -> bool

Overload 2: Equals(self, other: SimpleStatus) -> bool

Overload 3: Equals(self, other) -> bool

Inherited Members

SimpleStatus: Create_SimpleStatus_success; Create_SimpleStatus_success_message; Create_SimpleStatus_success_messages; Create_SimpleStatus_tupleInput; Message; Messages; NewSuccess; AddMessage; GetMessage

class DesignLink:

DesignLink(designLink: HyperX.Types.DesignLink)

def Create_DesignLink( designId: int, familyId: BeamPanelFamily, conceptId: int, linkedVariableId: int):

DesignId: int

FamilyId: BeamPanelFamily

ConceptId: int

LinkedVariableId: int

def Equals(self, item1=None) -> bool:

Overload 1: Equals(self, obj: object) -> bool

Overload 2: Equals(self, other) -> bool

class HyperFeaSolver:

HyperFeaSolver(hyperFeaSolver: HyperX.Types.HyperFeaSolver)

def Create_HyperFeaSolver( projectModelFormat: <property object>, solverPath: str, arguments: str):

ProjectModelFormat: ProjectModelFormat

SolverPath: str

Arguments: str