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Development
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model
Model
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RigidPart
Node
_Element
MassElement
BeamElement
SpringElement
TrussElement
StrutElement
TieElement
ShellElement
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_Element3D
TetrahedronElement
HexahedronElement
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BeamEndPinRelease
BeamEndSliderRelease
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_MultiPointConstraint
TieMPC
BeamMPC
TieConstraint
_Material
UserMaterial
Stiff
ElasticIsotropic
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ElasticPlastic
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ConcreteDamagedPlasticity
Steel
Timber
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SpringSection
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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
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RollerBCX
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RollerBCXY
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RollerBCXZ
_InitialCondition
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InitialStressField
_Group
NodesGroup
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PartsGroup
problem
Problem
Step
GeneralStep
_Perturbation
ModalAnalysis
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LinearStaticPerturbation
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DynamicStep
QuasiStaticStep
DirectCyclicStep
_PrescribedField
PrescribedTemperatureField
Load
PrestressLoad
GravityLoad
TributaryLoad
HarmonicPointLoad
HarmonicPressureLoad
ThermalLoad
LoadCombination
GeneralDisplacement
job
InputFile
ParametersFile
results
Result
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StressResult
MembraneStressResult
ShellStressResult
SolidStressResult
DisplacementFieldResults
ReactionFieldResults
StressFieldResults
Units
API Reference
DynamicStep
DynamicStep.add_line_load
DynamicStep.add_line_load
DynamicStep.
add_line_load
(
**
kwargs
)
[source]
On this page
DynamicStep.add_line_load()