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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
DeformablePart
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Node
_Element
MassElement
BeamElement
SpringElement
TrussElement
StrutElement
TieElement
ShellElement
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_Element3D
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HexahedronElement
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BeamEndPinRelease
BeamEndSliderRelease
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TieMPC
BeamMPC
TieConstraint
_Material
UserMaterial
Stiff
ElasticIsotropic
ElasticOrthotropic
ElasticPlastic
Concrete
ConcreteSmearedCrack
ConcreteDamagedPlasticity
Steel
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AngleSection
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CircularSection
HexSection
ISection
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RectangularSection
ShellSection
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SolidSection
TrapezoidalSection
TrussSection
StrutSection
TieSection
MassSection
_BoundaryCondition
GeneralBC
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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
PrestressLoad
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EdgeLoad
FaceLoad
GravityLoad
TributaryLoad
HarmonicPointLoad
HarmonicPressureLoad
ThermalLoad
LoadCombination
GeneralDisplacement
Pattern
NodeLoadPattern
PointLoadPattern
LineLoadPattern
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VolumeLoadPattern
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HistoryOutput
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DisplacementResult
StressResult
MembraneStressResult
ShellStressResult
SolidStressResult
DisplacementFieldResults
ReactionFieldResults
StressFieldResults
Units
Utilities
API Reference
TributaryLoad
TributaryLoad.from_name
TributaryLoad.from_name
classmethod
TributaryLoad.
from_name
(
*
args
,
**
kwargs
)
[source]
On this page
TributaryLoad.from_name()