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Development
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model
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BeamElement
SpringElement
TrussElement
StrutElement
TieElement
ShellElement
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_Element3D
TetrahedronElement
HexahedronElement
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BeamEndSliderRelease
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TieMPC
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TieConstraint
_Material
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Stiff
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Steel
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SpringSection
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CircularSection
HexSection
ISection
PipeSection
RectangularSection
ShellSection
MembraneSection
SolidSection
TrapezoidalSection
TrussSection
StrutSection
TieSection
MassSection
_BoundaryCondition
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PinnedBC
ClampBCXX
ClampBCYY
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RollerBCX
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RollerBCXY
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RollerBCXZ
_InitialCondition
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NodesGroup
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problem
Problem
Step
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Load
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LoadCombination
GeneralDisplacement
job
InputFile
ParametersFile
results
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MembraneStressResult
ShellStressResult
SolidStressResult
DisplacementFieldResults
ReactionFieldResults
StressFieldResults
Units
API Reference
HexSection
HexSection.compute_neutral_axis
HexSection.compute_neutral_axis
HexSection.
compute_neutral_axis
(
**
kwargs
)
[source]
On this page
HexSection.compute_neutral_axis()