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Site Navigation
User Guide
API Reference
Backends
Development
COMPAS Framework
GitHub
Discourse
PyPI
job
InputFile
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model
Model
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Node
_Element
MassElement
BeamElement
SpringElement
TrussElement
StrutElement
TieElement
ShellElement
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_Element3D
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HexahedronElement
_BeamEndRelease
BeamEndPinRelease
BeamEndSliderRelease
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TieMPC
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TieConstraint
_Material
UserMaterial
Stiff
ElasticIsotropic
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ConcreteSmearedCrack
ConcreteDamagedPlasticity
Steel
Timber
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SpringSection
AngleSection
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CircularSection
HexSection
ISection
PipeSection
RectangularSection
ShellSection
MembraneSection
SolidSection
TrapezoidalSection
TrussSection
StrutSection
TieSection
MassSection
_BoundaryCondition
GeneralBC
FixedBC
PinnedBC
ClampBCXX
ClampBCYY
ClampBCZZ
RollerBCX
RollerBCY
RollerBCZ
RollerBCXY
RollerBCYZ
RollerBCXZ
_InitialCondition
InitialTemperatureField
InitialStressField
_Group
NodesGroup
ElementsGroup
FacesGroup
PartsGroup
postprocess
principal_stresses
problem
Problem
Step
GeneralStep
_Perturbation
ModalAnalysis
ComplexEigenValue
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LinearStaticPerturbation
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DynamicStep
QuasiStaticStep
DirectCyclicStep
_PrescribedField
PrescribedTemperatureField
Load
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EdgeLoad
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GravityLoad
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HarmonicPointLoad
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ThermalLoad
LoadCombination
GeneralDisplacement
Pattern
NodeLoadPattern
PointLoadPattern
LineLoadPattern
AreaLoadPattern
VolumeLoadPattern
FieldOutput
HistoryOutput
results
Result
DisplacementResult
StressResult
MembraneStressResult
ShellStressResult
SolidStressResult
DisplacementFieldResults
ReactionFieldResults
StressFieldResults
Units
Utilities
API Reference
RollerBCXY
RollerBCXY.data
RollerBCXY.data
RollerBCXY.
data
(
**
kwargs
)
[source]
On this page
RollerBCXY.data()