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User Guide
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Backends
Development
COMPAS Framework
GitHub
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model
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BeamElement
SpringElement
TrussElement
StrutElement
TieElement
ShellElement
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_Element3D
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BeamEndPinRelease
BeamEndSliderRelease
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TieMPC
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TieConstraint
_Material
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Stiff
ElasticIsotropic
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ConcreteDamagedPlasticity
Steel
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SpringSection
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CircularSection
HexSection
ISection
PipeSection
RectangularSection
ShellSection
MembraneSection
SolidSection
TrapezoidalSection
TrussSection
StrutSection
TieSection
MassSection
_BoundaryCondition
GeneralBC
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PinnedBC
ClampBCXX
ClampBCYY
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RollerBCX
RollerBCY
RollerBCZ
RollerBCXY
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RollerBCXZ
_InitialCondition
InitialTemperatureField
InitialStressField
_Group
NodesGroup
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PartsGroup
problem
Problem
Step
GeneralStep
_Perturbation
ModalAnalysis
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LinearStaticPerturbation
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_PrescribedField
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Load
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GravityLoad
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HarmonicPointLoad
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ThermalLoad
LoadCombination
GeneralDisplacement
job
InputFile
ParametersFile
results
Result
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StressResult
MembraneStressResult
ShellStressResult
SolidStressResult
DisplacementFieldResults
ReactionFieldResults
StressFieldResults
Units
API Reference
ISection
ISection.compute_neutral_axis
ISection.compute_neutral_axis
ISection.
compute_neutral_axis
(
**
kwargs
)
[source]
On this page
ISection.compute_neutral_axis()