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User Guide
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Backends
Development
COMPAS Framework
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model
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_Element
MassElement
BeamElement
SpringElement
TrussElement
StrutElement
TieElement
ShellElement
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_Element3D
TetrahedronElement
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BeamEndPinRelease
BeamEndSliderRelease
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_MultiPointConstraint
TieMPC
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TieConstraint
_Material
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Stiff
ElasticIsotropic
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ConcreteDamagedPlasticity
Steel
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AngleSection
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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
ClampBCZZ
RollerBCX
RollerBCY
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RollerBCXY
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RollerBCXZ
_InitialCondition
InitialTemperatureField
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_Group
NodesGroup
ElementsGroup
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problem
Problem
Step
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ModalAnalysis
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LinearStaticPerturbation
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QuasiStaticStep
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_PrescribedField
PrescribedTemperatureField
Load
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GravityLoad
TributaryLoad
HarmonicPointLoad
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LoadCombination
GeneralDisplacement
job
InputFile
ParametersFile
results
Result
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MembraneStressResult
ShellStressResult
SolidStressResult
DisplacementFieldResults
ReactionFieldResults
StressFieldResults
Units
API Reference
TrapezoidalSection
TrapezoidalSection.compute_neutral_axis
TrapezoidalSection.compute_neutral_axis
TrapezoidalSection.
compute_neutral_axis
(
**
kwargs
)
[source]
On this page
TrapezoidalSection.compute_neutral_axis()