|
| enum | eMesh3DElementType {
eMesh3DElementType.eUnknown = 0,
eMesh3DElementType.eTetrahedral,
eMesh3DElementType.eFiveSides,
eMesh3DElementType.eTriangularPrism,
eMesh3DElementType.eSixSides
} |
| |
| enum | eResLocation { eResLocation.eCentres = 0,
eResLocation.eNodesNoAvg = 1,
eResLocation.eNodesAvg = 2,
eResLocation.eNodesAvgOnMacro = 3
} |
| |
| enum | eCoordSystem {
eCoordSystem.eCoordSys_Local = 0,
eCoordSystem.eCoordSys_Global = 1,
eCoordSystem.eCoordSys_User = 2,
eCoordSystem.eCoordSys_Principal = 3,
eCoordSystem.eCoordSys_ByMember = 4
} |
| |
| enum | eCaseType {
eCaseType.eCaseType_Undefined = 0,
eCaseType.eCaseType_LoadCase = 1,
eCaseType.eCaseType_OtherCombination = 2,
eCaseType.eCaseType_NonlinCombination = 3,
eCaseType.eCaseType_InfluenceArea = 4,
eCaseType.eCaseType_IterationFromSoilin = 5,
eCaseType.eCaseType_Superload = 6,
eCaseType.eCaseType_Dynamics = 7,
eCaseType.eCaseType_Stability = 8,
eCaseType.eCaseType_Reinforcement = 9,
eCaseType.eCaseType_DimMagnReinforcement = 10,
eCaseType.eCaseType_TimeAnalysis = 11,
eCaseType.eCaseType_DynamicsBeams = 15,
eCaseType.eCaseType_LoadCaseForRedistribution = 16
} |
| |
| enum | eResultType {
eResultType.eNone = 0,
eResultType.eFemDeformations = 1,
eResultType.eFemInnerForces = 2,
eResultType.eFemStress = 3,
eResultType.eFemContactStress = 4,
eResultType.eFemRatedQuantitesForReinforcement = 5,
eResultType.eFemReinforcement = 6,
eResultType.eFemPowerLoadOfMacros2D = 7,
eResultType.eFemTemperatureLoadOfMacros2D = 8,
eResultType.eFemSubsoilOfMacros2D = 9,
eResultType.eFemParametersOfIsotopyOnMacros2D = 10,
eResultType.eFemSubsoilForSoilin = 11,
eResultType.eFemOtherDataForSoilin = 12,
eResultType.eFemCracks = 13,
eResultType.eFemStrains = 14,
eResultType.eFemPlasticStrains = 15,
eResultType.eFemInnerForces_Extended = 16,
eResultType.eReactionsNodes = 17,
eResultType.eFemBeamDeformation = 30,
eResultType.eFemBeamInnerForces = 31,
eResultType.eFemBeamContactForces = 32,
eResultType.eStoreyData,
eResultType.eStoreyDisplacements,
eResultType.eStoreyAccelerations,
eResultType.eStoreyForces,
eResultType.eStoreyAccidentalTorsion,
eResultType.eInterStoreyDrift,
eResultType.eReservedForRelease2013_1,
eResultType.eFemBeamRelativeDeformation = 50,
eResultType.eFemResultingForces,
eResultType.eTestCheck = 101,
eResultType.eTimberCheckSLS,
eResultType.eTimberCheckULS,
eResultType.eDFDesignAsLongitudinal,
eResultType.eDFCheckResponse,
eResultType.eDFInternalForces,
eResultType.eDFDesignShearNBR,
eResultType.eDFUserTemplate,
eResultType.e2DConcreteBrazil,
eResultType.e1DConcreteECEN,
eResultType.eCombinatorSlabStrain,
eResultType.eCombinatorBeamStrain,
eResultType.eMemberStress_Sigma,
eResultType.eFibrePosition,
eResultType.eFibreDeformation,
eResultType.eAdaptiveMesh,
eResultType.eELFLoads,
eResultType.eEN_1993_SteelULS,
eResultType.eEN_1993_SteelFire,
eResultType.eIDEA_StatiCa_Connection,
eResultType.eEN_1993_SteelSLS,
eResultType.eSIA_263_SteelULS,
eResultType.eSteel_SLS,
eResultType.eEN_1999_AluminiumULS,
eResultType.eEN_1993_ScaffoldingCoupler,
eResultType.eLastResultType
} |
| |
| enum | eDimension {
eDimension.eDim_undefined = -1,
eDimension.eDim_1D = 1,
eDimension.eDim_2D = 2,
eDimension.eDim_3D = 3,
eDimension.eDim_reactionsPoint = 4,
eDimension.eDim_reactionsLine = 5,
eDimension.eDim_2DSection = 6,
eDimension.eDim_1DSection = 7,
eDimension.eDim_Storey = 8
} |
| |
| enum | eResultLoadingStyle { eResultLoadingStyle.eLoadAllMagnitudes = 0,
eResultLoadingStyle.eLoadOneMagnitude = 1
} |
| |
| enum | eDsElementType {
eDsElementType.eDsElementType_None = 0,
eDsElementType.eDsElementType_Beam,
eDsElementType.eDsElementType_Slab,
eDsElementType.eDsElementType_LoadCase,
eDsElementType.eDsElementType_Combination,
eDsElementType.eDsElementType_CombiKey,
eDsElementType.eDsElementType_NonlinearCombination,
eDsElementType.eDsElementType_Storey,
eDsElementType.eDsElementType_Class,
eDsElementType.eDsElementType_Node,
eDsElementType.eDsElementType_MassCombination,
eDsElementType.eDsElementType_SubSlab,
eDsElementType.eDsElementType_Stability,
eDsElementType.eDsElementType_SectionOnSlab,
eDsElementType.eDsElementType_Boundary,
eDsElementType.eDsElementType_Storey_RN,
eDsElementType.eDsElementType_PointSupportPoint,
eDsElementType.eDsElementType_PointSupportLine,
eDsElementType.eDsElementType_LineSupportLine,
eDsElementType.eDsElementType_LineSupportSurface,
eDsElementType.eDsElementType_Connection,
eDsElementType.eDsElementType_IntegrationStrip,
eDsElementType.eDsElementType_Independent,
eDsElementType.eDsElementType_IntegrationMember,
eDsElementType.eDsElementType_SurfaceSupportSurface
} |
| |
| enum | eSolverType { eSolverType.eNexis = 0,
eSolverType.eSCIA = 1
} |
| |
| enum | eCombination_Type { eCombination_Type.eCombination_Type_Linear = 0,
eCombination_Type.eCombination_Type_Envelope,
eCombination_Type.eCombination_Type_Code,
eCombination_Type.eCombination_Type_LinearWithUnsignedSeismicLoadCase
} |
| |
| enum | eLoadLimitState { eLoadLimitState.eLoadLimitState_Ultimate,
eLoadLimitState.eLoadLimitState_Servicebility,
eLoadLimitState.eLoadLimitState_BothUlsSls
} |
| |
| enum | eLoadGroup_Load { eLoadGroup_Load.eLoadGroup_Load_Permanent = 0,
eLoadGroup_Load.eLoadGroup_Load_Variable,
eLoadGroup_Load.eLoadGroup_Load_Accidential,
eLoadGroup_Load.eLoadGroup_Load_Seismic
} |
| |
| enum | eLoadGroup_Relation { eLoadGroup_Relation.eLoadGroup_Relation_None = 0,
eLoadGroup_Relation.eLoadGroup_Relation_Standard,
eLoadGroup_Relation.eLoadGroup_Relation_Exclusive,
eLoadGroup_Relation.eLoadGroup_Relation_Together
} |
| |
| enum | eLoadCase_ActionType { eLoadCase_ActionType.eLoadCase_ActionType_Permanent = 0,
eLoadCase_ActionType.eLoadCase_ActionType_Variable
} |
| |
| enum | eLoadCase_Signification { eLoadCase_Signification.eLoadCase_Signification_Leading = 0,
eLoadCase_Signification.eLoadCase_Signification_Accompanying
} |
| |
| enum | eCombinationMethod {
eCombinationMethod.eCombinationMethod_Undefined = -1,
eCombinationMethod.eCombinationMethod_Strain = 0,
eCombinationMethod.eCombinationMethod_Conservative,
eCombinationMethod.eCombinationMethod_Slab_Strain,
eCombinationMethod.eCombinationMethod_OnlyExtremes,
eCombinationMethod.eCombinationMethod_Node_Strain,
eCombinationMethod.eCombinationMethod_SlabStress,
eCombinationMethod.eCombinationMethod_All,
eCombinationMethod.eCombinationMethod_Strain_Class_Separate,
eCombinationMethod.eCombinationMethod_FemBase_Strain,
eCombinationMethod.eCombinationMethod_Strain_Class_ULS_SLS_Separate,
eCombinationMethod.eCombinationMethod_Strain_Class_SpecificCombiSeparate
} |
| |
| enum | eLoadCaseDurations {
eLoadCaseDurations.eLoadCaseDuration_Permanent = 0,
eLoadCaseDurations.eLoadCaseDuration_LongTerm,
eLoadCaseDurations.eLoadCaseDuration_MediumTerm,
eLoadCaseDurations.eLoadCaseDuration_ShortTerm,
eLoadCaseDurations.eLoadCaseDuration_Instantaneous
} |
| |
| enum | eCombinationEnvelope { eCombinationEnvelope.eMinimum = 0,
eCombinationEnvelope.eMaximum
} |
| |
| enum | eModelType { eModelType.eModelType_Standard = 0,
eModelType.eModelType_Reduced
} |
| |
| enum | eErrorWarningNote { eErrorWarningNote.eError = 0,
eErrorWarningNote.eWarning,
eErrorWarningNote.eNote
} |
| |
| enum | eEnvelopeExtreme { eEnvelopeExtreme.eEnvelopeExtreme_Undefined = 0,
eEnvelopeExtreme.eEnvelopeExtreme_Min,
eEnvelopeExtreme.eEnvelopeExtreme_Max,
eEnvelopeExtreme.eEnvelopeExtreme_AbsoluteMax
} |
| |
| enum | eDeformationKeyMethod { eDeformationKeyMethod.eDeformationKeyMethod_Undefined,
eDeformationKeyMethod.eDeformationKeyMethod_MaxGlobalValue,
eDeformationKeyMethod.eDeformationKeyMethod_MaxMemberValue,
eDeformationKeyMethod.eDeformationKeyMethod_Count
} |
| |
| enum | eIntegrationPointDataType { eIntegrationPointDataType.eIntegrationPointDataType_Stress = 0,
eIntegrationPointDataType.eIntegrationPointDataType_Strains
} |
| |
| enum | eElementType { eElementType.eElementType_Triangle = 0,
eElementType.eElementType_Quad
} |
| |
| enum | eRibRecalculationType { eRibRecalculationType.eRecalculateForChecks = 0,
eRibRecalculationType.eRecalculateForInnerForces,
eRibRecalculationType.eDontRecalculate
} |
| |
| enum | eMagnitudePosition { eMagnitudePosition.ePosSurfacePositive = 0,
eMagnitudePosition.ePosSurfaceNegative,
eMagnitudePosition.ePosCenter,
eMagnitudePosition.ePosAuto
} |
| |
| enum | eValueType { eValueType.eValueType_Double = 0,
eValueType.eValueType_String
} |
| |
| enum | eFemModalMassResults {
eFemModalMassResults.eModalMass = 0,
eFemModalMassResults.eParticipFactor = 1,
eFemModalMassResults.eEffectiveMass = 7,
eFemModalMassResults.eMassRatio = 13,
eFemModalMassResults.eDampRatio = 19,
eFemModalMassResults.eFemModalMassResultsCount
} |
| |
| enum | eCalculationResult { eCalculationResult.eCalculationFailed = 0,
eCalculationResult.eCalculationOK,
eCalculationResult.eCalculationCanceled,
eCalculationResult.eCalculationNoFEMResults
} |
| |
| enum | eMagnitudeDirection {
eMagnitudeDirection.eMagnitudeDirectionNotSet = -1,
eMagnitudeDirection.eMagnitudeDirectionX = 0,
eMagnitudeDirection.eMagnitudeDirectionY = 1,
eMagnitudeDirection.eMagnitudeDirectionZ = 2,
eMagnitudeDirection.eMagnitudeDirectionTotalVector = 3
} |
| |
| enum | eDiagramCourse {
eDiagramCourse.eDiagramCourse_None = 0,
eDiagramCourse.eDiagramCourse_Precise = 1,
eDiagramCourse.eDiagramCourse_Trapezoidal = 2,
eDiagramCourse.eDiagramCourse_Average = 3,
eDiagramCourse.eDiagramCourse_Resultant = 4
} |
| |
| enum | eFindExtremeSettings {
eFindExtremeSettings.eFindAll,
eFindExtremeSettings.eFindMinimum,
eFindExtremeSettings.eFindMaximum,
eFindExtremeSettings.eFindAbsoluteMaximum,
eFindExtremeSettings.eFindNone
} |
| |
1.8.15