Enums
AccelerationUnit
MeterPerSecondSquared
CentimeterPerSecondSquared
MillimeterPerSecondSquared
FootPerSecondSquared
InchPerSecondSquared
Gravity
Percentgravity
Milligravity
Gal
AnalysisOrder
LINEAR
QUADRATIC
RIGID_DIAPHRAGM
LOAD_PANEL
AngleUnit
Radian
Degree
Gradian
ApiExceptionCode
GS_EX_GENERIC
GS_EX_NO_OPENFILE
GS_EX_INVALID_FILE_EXTENSION
GS_EX_UNSUPPORTED_NODE_TYPE
GS_EX_APPLICATION_AVF_MISSING
GS_EX_SECTION_DB_MISSING
GS_EX_UNSUPPORTED_ANALYSIS_TASK_TYPE
GS_EX_ANALYSIS_TASK_DOESNT_EXIST
GS_EX_API_EXPIRED
GS_EX_ANALYSIS_TASK_REPORT_DOESNT_EXIST
AxisType
UNDEF
CARTESIAN
CYLINDRICAL
SPHERICAL
BasicOffset
Centroid
Top
TopLeft
TopRight
Left
Right
Bottom
BottomLeft
BottomRight
BeamLoadType
POINT
UNIFORM
LINEAR
PATCH
TRILINEAR
CaseOption
Analysis
Combination
CurveFit
LagrangeInterpolation
CircularArc
DiagramType
AxialForceFx
ShearForceFy
ShearForceFz
TorsionMxx
MomentMyy
MomentMzz
ResolvedShearFyz
ResolvedMomentMyz
TranslationUx
TranslationUy
TranslationUz
ResolvedTranslationU
RotationRxx
RotationRyy
RotationRzz
ResolvedRotationR
AxialStressA
ShearStressSy
ShearStressSz
BendingStressByPositiveZ
BendingStressByNegativeZ
BendingStressBzPositiveY
BendingStressBzNegativeY
CombinedStressC1
CombinedStressC2
ElasticShearStressSEy
ElasticShearStressSEz
TorsionalStressSt
VonMisesStress
LoadNodalForce
LoadNodalMoment
LoadNodalDisplacementTranslation
LoadNodalDisplacementRotation
LoadNodalSettlementTranslation
LoadNodalSettlementRotation
Load1dPointForce
Load1dPointMoment
Load1dPatchForce
Load1dPatchMoment
Load1dThermalUniform
Load1dThermalGradient
Load1dPrestressForce
Load1dPrestressMoment
Load1dInitialStrain
Load1dLackOfFit
Load1dDistortionTranslation
Load1dDistortionRotation
Load2dFacePointForce
Load2dFacePressure
Load2dEdgePressure
Load2dPreStressPointForce
Load2dPreStressMoment
Load2dStrain
Load2dThermalUniform
Load2dThermalGradient
Load3dFacePressure
Load3dThermalUniform
Load3dThermalGradient
LoadGridPoint
LoadGridLine
LoadGridArea
AssemblyDisplacementUx
AssemblyDisplacementUy
AssemblyDisplacementUz
ResolvedAssemblyDisplacementU
AssemblyRotationRxx
AssemblyRotationRyy
AssemblyRotationRzz
ResolvedAssemblyRotationR
AssemblyDriftX
AssemblyDriftY
ResolvedAssemblyDrift
AssemblyDriftXY
AssemblyDriftIndexX
AssemblyDriftIndexY
ResolvedAssemblyDriftIndex
AssemblyDriftIndexXY
AssemblyAxialForceFx
AssemblyShearForceFy
AssemblyShearForceFz
AssemblyTorsionMxx
AssemblyMomentMyy
AssemblyMomentMzz
Direction
NONE
X
Y
Z
XX
YY
ZZ
XY
YZ
ZX
YX
ZY
XZ
DisplayMethodFor1d
Off
Line
OutLine
Filled
OutLineFilled
OutLineFilledBackGround
DisplayMethodFor2d
Off
OutLine
Solid
Thickness
Edge
DisplayMethodFor3d
Off
OutLine
Solid
Edge
EdgeLoadOption
Pressure
Force
EffectiveLengthOptionType
Absolute
Relative
Element2DLayer
None
Bottom
Middle
Top
ElementType
BAR
BEAM
SPRING
QUAD4
QUAD8
TRI3
TRI6
LINK
CABLE
BRICK8
WEDGE6
TETRA4
SPACER
STRUT
TIE
ROD
DAMPER
PYRAMID5
EnergyUnit
Joule
Kilojoule
Megajoule
Gigajoule
KilowattHour
InchPound
FootPound
Calorie
BritishThermalUnit
EntityType
Undefined
Node
Element
Member
Case
Assembly
ExcitationMethod
SelfExcitation
FullExcitationRigorous
FullExcitationFast
FullExcitationFastExcludingResponseNode
FaceLoadType
UNDEF
CONSTANT
GENERAL
POINT
EQUATION
ForceUnit
Newton
KiloNewton
MegaNewton
PoundForce
KiloPoundForce
TonneForce
GridAreaPolyLineType
PLANE
POLYREF
POLYGON
GridLineShape
Line
Arc
GridSurfaceExpansionType
UNDEF
LEGACY
PLANE_ASPECT
PLANE_SMOOTH
PLANE_CORNER
InternalContinuousRestraint
Free
Pinned
TopFlangeLateral
InternalIntermediateRestraint
Free
TopFlangeLateral
BottomFlangeLateral
TopAndBottomFlangeLateral
Layer2d
Top
Middle
Bottom
LengthUnit
Meter
Centimeter
Millimeter
Foot
Inch
LoadCaseType
Dead
Soil
Notional
Prestress
Live
LiveRoof
Wind
Snow
Rain
Thermal
Equivalent
Accidental
EarthquakeRSA
EarthquakeAccTors
EarthquakeStatic
LoadReference
ShearCentre
TopFlange
BottomFlange
MassUnit
Kilogram
Tonne
Kilotonne
Gram
Pound
Ton
Slug
KilopoundForceSecondSquaredPerInch
KilopoundForceSecondSquaredPerFoot
PoundForceSecondSquaredPerInch
PoundForceSecondSquaredPerFoot
Kilopound
MaterialType
UNDEF
NONE
GENERIC
STEEL
FIRST
CONCRETE
ALUMINIUM
GLASS
FRP
REBAR
TIMBER
FABRIC
SOIL
NUM_MT
COMPOUND
BAR
TENDON
FRPBAR
CFRP
GFRP
AFRP
ARGFRP
BARMAT
MemberType
UNDEF
GENERIC_1D
GENERIC_2D
BEAM
COLUMN
SLAB
WALL
CANTILEVER
RIBSLAB
COMPOS
PILE
EXPLICIT
VOID_CUTTER_1D
VOID_CUTTER_2D
GENERIC_3D
MeshMode2d
Tri
Mixed
Quad
ModalMassOption
LumpMassAtNode
MassFromElementShapeFunction
NodalMass
NodeLoadType
NODE_LOAD
APPL_DISP
SETTLEMENT
GRAVITY
NUM_TYPES
NumberType
Engineering
Scientific
Decimal
OutputTable
AllData
TitlesAndModelStatistics
History
EnvironmentImpactSummary
AnalysisDetails
CombinationCases
PermutationFactors
AllInputData
Axes
Nodes
Supports
Elements
ElementReleases
ElementOffset
ElementDirectionCosines
Members
MemberMiscellaneous
MemberOffsets
GridPlanes
GridSurfaces
Polylines
Lists
ListDetails
Assemblies
AssemblyProperties
MaterialAnalysis
SteelMaterialGrades
SteelMaterialGradesSectionDesign
ConcreteMaterialGrades
ConcreteMaterialGradeSectionDesign
ConcreteMaterialGradeSlabDesign
FRPMaterialGrades
FRPMaterialGradesSectionDesign
AluminiumMaterialGrades
TimberMaterialGrades
GlassMaterialGrades
FabricMaterialGrades
RebarMaterialGrades
MaterialCurves
MaterialMatrix
SectionLibrary
SectionModifications
SectionAnalysisProperties
SectionDetails
BeamSectionSummary
BeamSectionExtendedProperties
SpringProperties
DamperProperties
MassProperties
ElementProperties2D
ElementProperties3D
LinkProperties
CableProperties
SpacerProperties
ConcreteDesign2DBasic
ConcreteDesign2DAnalysis
GeneralRestraints
Joints
RigidConstraints
ConstraintEquations
TiedInterfaces
LoadGridPoints
LoadGridLines
LoadGridAreas
LoadNodes
AppliedDisplacements
SettlementLoads
LoadBeams
PrestressLoads
MemberDistributedLoads
BeamThermalLoads
ElementFaceLoads2D
ElementEdgeLoads2D
ElementInplaneLoads2D
ElementThermalLoads2D
ElementFaceLoads3D
ElementThermalLoads3D
GravityLoads
ResponseSpectra
ResponseBasic
ResponseCombination
FrequencyDamping
LoadCurves
DynamicLoadFactorCurves
FrequencyWeightingCurve
BridgeAlignment
BridgePath
VehicleStandard
VehicleUser
BridgeInfluenceEffectNode
BridgeInfluenceEffectBeam
BridgePathLoad
BridgeLoadStatic
BridgeLoadMoving
StageDefinition
StageProperties
StageMaterials
SoilProfile
SoilZone
SoilCurve
PileSoilProperty
PileSoilCurve
SoilRectangularLoad
RaftInteraction
PileInteraction
MassDetails
DynamicDetails
DynamicSummary
ModelStabilitySummary
TimeHistoryTime
BucklingDetails
ResponseSpectrumDetails
SteelDesignSynopsis
NonlinearLoadFactorDisplacement
NonlinearAxialForceDisplacement
InfluenceNodeResultDetails
InfluenceNodeLobeDetails
InfluenceBeamResultDetails
InfluenceBeamLobeDetails
TotalLoadsAndReactions
Displacements
Velocities
Accelerations
Reactions
SpringForces
DamperForces
ConstraintForces
NodalForcesAndMoments
NodalMass
NodalMassInertia
SoilNodeResults
FootfallResonantInducedVibration
FootfallTransientInducedVibration
FootfallInducedVibrationSummary
VelocitiesOnElements
AccelerationsOnElements
FootfallResonantOnElements
FootfallTransientOnElements
FootfallSummaryOnElements
BeamAndSpringDisplacements
BeamEndRelativeDisplacements
BeamAndSpringForcesAndMoments
BeamStresses
BeamDerivedStresses
BeamStrains
BeamStrainEnergyDensity
AverageBeamStrainEnergyDensity
MemberDisplacements
MemberForcesAndMoments
SteelUtilisation
SteelDesignSummary
SteelDesignCalcsVerbose
SteelDesignCalcsBrief
SteelDesignMemberEffectiveLengthSummary
MemberDeflection
MemberSpanToMaxDeflectionRatio
Displacements2D
DerivedForcesAndMoments2D
ProjectedMoments2D
ProjectedForces2D
DerivedStresses2D
ProjectedStresses2D
StressError2D
ConcreteSlabReinforcement
Displacements3D
DerivedStresses3D
StressElement3D
ElementStrainEnergy
ElementDisplacements
AssemblyDisplacements
AssemblyDrift
AssemblyDriftIndex
AssemblyForces
AssemblyStabilityIndex
DesignMemberHistory
UserModuleNode
UserModuleNodeOnElement
UserModuleElement
UserModuleMember
Prop2DModifierOptionType
BY
TO
Property2D_Type
UNDEF
PL_STRESS
PL_STRAIN
AXISYMMETRIC
FABRIC
PLATE
SHELL
CURVED_SHELL
TORSION
LOAD
ReferenceSurface
Middle
Top
Bottom
ResponseDirection
Z
X
Y
XY
ReturnValue
GS_OK
GS_FILE_OPEN_ERROR
GS_NO_RESULTS
GS_NO_DATA_FOUND
GS_FILE_SAVE_FAILED
GS_UNSUPPORTED_FILE_FORMAT
GS_SECTION_DB_MISSING
GS_APPLICATION_AVF_MISSING
GS_UNSUPPORTED_ANALYSIS_TASK_TYPE
GS_ANALYSIS_TASK_DOESNT_EXIST
RotationalRestraint
None
Partial
Full
ScaledCaseFactorOption
By
To
SectionModifierOptionType
BY
TO
SectionModifierStressType
NO_MOD
USE_UNMOD
USE_MOD
StandardAxis
Global
Local
Natural
Default
XElevtion
YElevtion
Vertical
GlobalCylindrical
StandardRestraint
Free
Pinned
Fixed
FullRotational
PartialRotational
TopFlangeLateral
SteelDesignObjective
MaxSustainability
MinCost
MinDepth
MinWeight
StrainUnit
Ratio
PercentStrain
MilliStrain
MicroStrain
Percent
Permille
StressUnit
Pascal
Kilopascal
Megapascal
Gigapascal
NewtonPerSquareMeter
NewtonPerSquareMillimeter
KilopoundForcePerSquareInch
KilopoundForcePerSquareFoot
PoundForcePerSquareInch
PoundForcePerSquareFoot
SupportType
Undefined
Auto
AllEdges
ThreeEdges
TwoEdges
TwoAdjacentEdges
OneEdge
Cantilever
OneWay
TwoWay
TemperatureUnit
Celsius
Kelvin
Fahrenheit
TimeUnit
Second
Millisecond
Minute
Hour
Day
Year
TorsionalRestraint
None
Friction
Partial
Full
TranslationalRestraint
None
Full
VelocityUnit
MeterPerSecond
CentimeterPerSecond
MillimeterPerSecond
FootPerSecond
InchPerSecond
KilometerPerHour
MilePerHour
WeightingOption
Wb
Wd
Wg