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Site Navigation
User Guide
API Reference
Backends
Development
COMPAS Framework
GitHub
Discourse
PyPI
job
InputFile
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model
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SpringElement
TrussElement
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TieElement
ShellElement
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_Element3D
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HexahedronElement
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TieConstraint
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UserMaterial
Stiff
ElasticIsotropic
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ElasticPlastic
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ConcreteSmearedCrack
ConcreteDamagedPlasticity
Steel
Timber
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AngleSection
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CircularSection
HexSection
ISection
PipeSection
RectangularSection
ShellSection
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SolidSection
TrapezoidalSection
TrussSection
StrutSection
TieSection
MassSection
_BoundaryCondition
GeneralBC
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PinnedBC
ClampBCXX
ClampBCYY
ClampBCZZ
RollerBCX
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RollerBCZ
RollerBCXY
RollerBCYZ
RollerBCXZ
_InitialCondition
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_Group
NodesGroup
ElementsGroup
FacesGroup
PartsGroup
postprocess
principal_stresses
problem
Problem
Step
GeneralStep
_Perturbation
ModalAnalysis
ComplexEigenValue
StaticStep
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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LoadCombination
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DisplacementResult
StressResult
MembraneStressResult
ShellStressResult
SolidStressResult
DisplacementFieldResults
ReactionFieldResults
StressFieldResults
Units
Utilities
API Reference
Problem
Problem.get_min_max_reactions
Problem.get_min_max_reactions
Problem.
get_min_max_reactions
(
**
kwargs
)
[source]
On this page
Problem.get_min_max_reactions()