# Structural element
```{eval-rst}
.. py:class:: SESolid3D:
    :nocontentsentry:

    

    .. py:attribute:: Name
        :nocontentsentry:

        Name. 
        |  Constraints: Conditions: "" input must be non-empty. The name must be unique.

        :type: str
    .. py:attribute:: SEmaterial
        :nocontentsentry:

        Material: Structural element material . 
        |  Constraints: Conditions: Only concrete, steel or generic material can be used in solid section. Please, remove the solid sections to assign the material.

        :type: Entity
    .. py:attribute:: SEgeometry
        :nocontentsentry:

        Geometry: Structural element geometry. 

        :type: Entity
    .. py:attribute:: KCsolid3D
        :nocontentsentry:

        Coordinate system: Coordinate system associated to the solid 3D structural element. 

        :type: Entity
    .. py:attribute:: MeshTool3D
        :nocontentsentry:

        Mesh controls: Mesh controls for solid structural elements. 

        :type: MeshTool3D
    .. py:attribute:: LocalMeshToolList
        :nocontentsentry:

        Local mesh controls: Group of local mesh controls associated to the structural element. 

        :type: List
    .. py:attribute:: SEMeshInfo
        :nocontentsentry:

        Mesh info.: Information about the finite element mesh. 
        |  Constant: Constant value

        :type: MeshInfo
    .. py:attribute:: SubStructuralElements
        :nocontentsentry:

        Sub-elements: List of sub structural elements. 

        :type: PVectorConst
    .. py:attribute:: SolidSections
        :nocontentsentry:

        Solid sections: List with the solid sections created in this structural element. 

        :type: List
```
```{eval-rst}
.. py:class:: MeshInfo:
    :nocontentsentry:

    

    .. py:attribute:: SENumNodes
        :nocontentsentry:

        Number of nodes: Number of nodes of the finite element mesh attached to the structural element. 
        |  Constant: Constant value

        :type: int
    .. py:attribute:: SENumElements
        :nocontentsentry:

        Number of elements: Number of elements of the finite element mesh attached to the structural element. 
        |  Constant: Constant value

        :type: int
```
```{eval-rst}
.. py:class:: SESolid2D:
    :nocontentsentry:

    

    .. py:attribute:: Name
        :nocontentsentry:

        Name. 
        |  Constraints: Conditions: "" input must be non-empty. The name must be unique.

        :type: str
    .. py:attribute:: SEmaterial
        :nocontentsentry:

        Material: Structural element material . 
        |  Constraints: Conditions: Only concrete, steel or generic material can be used in solid section. Please, remove the solid sections to assign the material.

        :type: Entity
    .. py:attribute:: SEgeometry
        :nocontentsentry:

        Geometry: Structural element geometry. 

        :type: Entity
    .. py:attribute:: SEtype
        :nocontentsentry:

        Type: Type of structural object. 

        :type: Enumerate: { Sol2DPStress, Sol2DPStrain }
    .. py:attribute:: Sol2DThickness
        :nocontentsentry:

        Thickness: Thickness of the plane stress model. 

        :type: Double
    .. py:attribute:: KCsolid2D
        :nocontentsentry:

        Coordinate system: Coordinate system associated to the solid 2D structural element. 

        :type: Entity
    .. py:attribute:: MeshTool2D
        :nocontentsentry:

        Mesh controls: Mesh controls for surface and solid 2D structural elements. 

        :type: MeshTool2D
    .. py:attribute:: LocalMeshToolList
        :nocontentsentry:

        Local mesh controls: Group of local mesh controls associated to the structural element. 

        :type: List
    .. py:attribute:: SEMeshInfo
        :nocontentsentry:

        Mesh info.: Information about the finite element mesh. 
        |  Constant: Constant value

        :type: MeshInfo
    .. py:attribute:: SubStructuralElements
        :nocontentsentry:

        Sub-elements: List of sub structural elements. 

        :type: PVectorConst
    .. py:attribute:: SolidSections
        :nocontentsentry:

        Solid sections: List with the solid sections created in this structural element. 

        :type: List
```
```{eval-rst}
.. py:class:: SEShell:
    :nocontentsentry:

    

    .. py:attribute:: Name
        :nocontentsentry:

        Name. 
        |  Constraints: Conditions: "" input must be non-empty. The name must be unique.

        :type: str
    .. py:attribute:: SEmaterial
        :nocontentsentry:

        Material: Structural element material . 

        :type: Entity
    .. py:attribute:: SEgeometry
        :nocontentsentry:

        Geometry: Structural element geometry. 

        :type: Entity
    .. py:attribute:: LocalMeshToolList
        :nocontentsentry:

        Local mesh controls: Group of local mesh controls associated to the structural element. 

        :type: List
    .. py:attribute:: SEMeshInfo
        :nocontentsentry:

        Mesh info.: Information about the finite element mesh. 
        |  Constant: Constant value

        :type: MeshInfo
    .. py:attribute:: SubStructuralElements
        :nocontentsentry:

        Sub-elements: List of sub structural elements. 

        :type: PVectorConst
    .. py:attribute:: VarThickness
        :nocontentsentry:

        Variable thickness: Activate to define the variable shell thickness. 

        :type: bool
    .. py:attribute:: VarThicknessData
        :nocontentsentry:

        Variable thickness: Properties to define the variable shell thickness. 

        :type: VariableThickness
    .. py:attribute:: Thickness
        :nocontentsentry:

        Thickness: Thickness of the shell. 
        |  Constraints: Conditions: Value must be greater than 0.

        :type: Double
    .. py:attribute:: KCshell
        :nocontentsentry:

        Coordinate system: Coordinate system associated to the shell structural element. 

        :type: Entity
    .. py:attribute:: Offset
        :nocontentsentry:

        Offset: Offset of the shell for each vertex. 

        :type: Double
    .. py:attribute:: MeshTool2D
        :nocontentsentry:

        Mesh controls: Mesh controls for surface and solid 2D structural elements. 

        :type: MeshTool2D
    .. py:attribute:: SolidSections
        :nocontentsentry:

        Solid sections: List with the solid sections created in this structural element. 

        :type: List
```
```{eval-rst}
.. py:class:: VariableThickness:
    :nocontentsentry:

    

    .. py:attribute:: VarThicknessMethod
        :nocontentsentry:

        Method: Method to define the variable shell thickness. 

        :type: Enumerate: { MidSurf, TopSurf, BottomSurf }
    .. py:attribute:: ThicknessKCSystem
        :nocontentsentry:

        Coordinate system: Coordinate system to define the gradient directions for variable shell thickness. 
        |  Constraints: Conditions: "" does not exist in the dropdown list.

        :type: KCoordinateSystem
    .. py:attribute:: GradX
        :nocontentsentry:

        Gradient X: Gradient of the shell thickness on structural element X direction. 

        :type: Double
    .. py:attribute:: GradY
        :nocontentsentry:

        Gradient Y: Gradient of the shell thickness on structural element Y direction. 

        :type: Double
```
```{eval-rst}
.. py:class:: SEShellSteel:
    :nocontentsentry:

    

    .. py:attribute:: Name
        :nocontentsentry:

        Name. 
        |  Constraints: Conditions: "" input must be non-empty. The name must be unique.

        :type: str
    .. py:attribute:: SEmaterial
        :nocontentsentry:

        Material: Structural element material . 
        |  Constraints: Conditions: "" does not exist in the dropdown list.

        :type: Entity
    .. py:attribute:: SEgeometry
        :nocontentsentry:

        Geometry: Structural element geometry. 

        :type: Entity
    .. py:attribute:: VarThickness
        :nocontentsentry:

        Variable thickness: Activate to define the variable shell thickness. 

        :type: bool
    .. py:attribute:: VarThicknessData
        :nocontentsentry:

        Variable thickness: Properties to define the variable shell thickness. 

        :type: VariableThickness
    .. py:attribute:: Thickness
        :nocontentsentry:

        Thickness: Thickness of the shell. 
        |  Constraints: Conditions: Value must be greater than 0.

        :type: Double
    .. py:attribute:: KCshell
        :nocontentsentry:

        Coordinate system: Coordinate system associated to the shell structural element. 

        :type: Entity
    .. py:attribute:: Offset
        :nocontentsentry:

        Offset: Offset of the shell for each vertex. 

        :type: Double
    .. py:attribute:: MeshTool2D
        :nocontentsentry:

        Mesh controls: Mesh controls for surface and solid 2D structural elements. 

        :type: MeshTool2D
    .. py:attribute:: LocalMeshToolList
        :nocontentsentry:

        Local mesh controls: Group of local mesh controls associated to the structural element. 

        :type: List
    .. py:attribute:: SEMeshInfo
        :nocontentsentry:

        Mesh info.: Information about the finite element mesh. 
        |  Constant: Constant value

        :type: MeshInfo
    .. py:attribute:: SubStructuralElements
        :nocontentsentry:

        Sub-elements: List of sub structural elements. 

        :type: PVectorConst
    .. py:attribute:: SolidSections
        :nocontentsentry:

        Solid sections: List with the solid sections created in this structural element. 

        :type: List
```
```{eval-rst}
.. py:class:: StructuralElementsContainer:
    :nocontentsentry:

    

    .. py:method:: Find(FindEntity)
        :nocontentsentry:

        Find. 

        :param Entity/str FindEntity: Entity name to find
        :return: Entity found
        :rtype: Entity

    .. py:method:: ResetMeshTools()
        :nocontentsentry:

        ResetMeshTools. 


    .. py:attribute:: StructuralElements
        :nocontentsentry:

        Structural elements. 

        :type: PVector
```
```{eval-rst}
.. py:function:: addGlobalMeshControl1D(entity, TypeMeshDiv, OptionMeshType, NumberOfSegments)
    :nocontentsentry:

    Apply controls: Add mesh controls to structural elements

    |  Alias: addGMC1D

    :param [Entity] entity: Entity/Entities to apply the command
    :param  TypeMeshDiv: Type: Mesh divisions type. 
    :param  OptionMeshType: Control: Select the mesh control type. 
    :param  NumberOfSegments: Number: Number of segments. 
```

```{eval-rst}
.. py:function:: addGlobalMeshControl1D(entity, TypeMeshDiv, OptionMeshType, Length)
    :nocontentsentry:

    Apply controls: Add mesh controls to structural elements

    |  Alias: addGMC1D

    :param [Entity] entity: Entity/Entities to apply the command
    :param  TypeMeshDiv: Type: Mesh divisions type. 
    :param  OptionMeshType: Control: Select the mesh control type. 
    :param  Length: Length: Maximum allowed length for the segments. 
```

```{eval-rst}
.. py:function:: addGlobalMeshControl1D(entity, TypeMeshDiv, OptionMeshType, NumberOfSegments, RelNumDiv)
    :nocontentsentry:

    Apply controls: Add mesh controls to structural elements

    |  Alias: addGMC1D

    :param [Entity] entity: Entity/Entities to apply the command
    :param  TypeMeshDiv: Type: Mesh divisions type. 
    :param  OptionMeshType: Control: Select the mesh control type. 
    :param  NumberOfSegments: Number: Number of segments. 
    :param  RelNumDiv: Relation: Relation number of segments. 
```

```{eval-rst}
.. py:function:: addGlobalMeshControl1D(entity, TypeMeshDiv, OptionMeshType, VarLength1, VarLength2)
    :nocontentsentry:

    Apply controls: Add mesh controls to structural elements

    |  Alias: addGMC1D

    :param [Entity] entity: Entity/Entities to apply the command
    :param  TypeMeshDiv: Type: Mesh divisions type. 
    :param  OptionMeshType: Control: Select the mesh control type. 
    :param  VarLength1: Length 1: Maximum allowed length for the segments L1. 
    :param  VarLength2: Length 2: Maximum allowed length for the segments L2. 
```

```{eval-rst}
.. py:function:: addGlobalMeshControl2D(entity, OptionMeshType, EType, AlgoType, SizeEdges, Transition, Tol)
    :nocontentsentry:

    Apply controls: Add mesh controls to structural elements

    |  Alias: addGMC2D

    :param [Entity] entity: Entity/Entities to apply the command
    :param  OptionMeshType: Control: Select the mesh control type. 
    :param  EType: Element Type. 
    :param  AlgoType: Algorithm: Type of algorithm to be used for meshing. 
    :param  SizeEdges: Edges size: Maximum size for the edges. 
    :param  Transition: Mesh transition parameter. 
    :param  Tol: Tolerance merge. 
```

```{eval-rst}
.. py:function:: addGlobalMeshControl2D(entity, OptionMeshType, SizeEdges, EType, AlgoType, Transition, Auto, Tol)
    :nocontentsentry:

    Apply controls: Add mesh controls to structural elements

    |  Alias: addGMC2D

    :param [Entity] entity: Entity/Entities to apply the command
    :param  OptionMeshType: Control: Select the mesh control type. 
    :param  SizeEdges: Edges size: Maximum size for the edges. 
    :param  EType: Element Type. 
    :param  AlgoType: Algorithm: Type of algorithm to be used for meshing. 
    :param  Transition: Mesh transition parameter. 
    :param  Auto: Autocalculate parameter. 
    :param  Tol: Tolerance merge. 
```

```{eval-rst}
.. py:function:: addGlobalMeshControl2D(entity, OptionMeshType, EType, SizeEdges, CurvatureCheck, ChordalDeviation, MinElementSize, Extension, DirectApproach)
    :nocontentsentry:

    Apply controls: Add mesh controls to structural elements

    |  Alias: addGMC2D

    :param [Entity] entity: Entity/Entities to apply the command
    :param  OptionMeshType: Control: Select the mesh control type. 
    :param  EType: Element Type. 
    :param  SizeEdges: Edges size: Maximum size for the edges. 
    :param  CurvatureCheck: Curvature check. 
    :param  ChordalDeviation: Max. deviation: Maximum distance allowed between and element and geometry, relative to element length. 
    :param  MinElementSize: Min. element size: Size is defined as a factor relative to element length. 
    :param  Extension: Export format: Activate to change the export geometry from STEP to IGES format. 
    :param  DirectApproach: Direct approach: Create parasolid geometry to mesh by direct approach. 
```

```{eval-rst}
.. py:function:: addGlobalMeshControl2D(entity, OptionMeshType, EType, AlgoType, VectorU, DivU, DivV, BiasFactorU, BiasFactorV, Tol)
    :nocontentsentry:

    Apply controls: Add mesh controls to structural elements

    |  Alias: addGMC2D

    :param [Entity] entity: Entity/Entities to apply the command
    :param  OptionMeshType: Control: Select the mesh control type. 
    :param  EType: Element Type. 
    :param  AlgoType: Algorithm: Type of algorithm to be used for meshing. 
    :param  VectorU: U Direction: Coordinates of U direction. V direction is perpendicular to U. 
    :param  DivU: Divisions U direction: Number of divisions in the U direction. 
    :param  DivV: Divisions V direction: Number of divisions in the V direction. 
    :param  BiasFactorU: Bias Factor U: Mesh transition parameter in U direction. 
    :param  BiasFactorV: Bias Factor V: Mesh transition parameter in V direction. 
    :param  Tol: Tolerance merge. 
```

```{eval-rst}
.. py:function:: addGlobalMeshControl3D(entity, OptionMeshType, Transition, Tol, SizeEdges)
    :nocontentsentry:

    Apply controls: Add mesh controls to structural elements

    |  Alias: addGMC3D

    :param [Entity] entity: Entity/Entities to apply the command
    :param  OptionMeshType: Control: Select the mesh control type. 
    :param  Transition: Mesh transition parameter. 
    :param  Tol: Tolerance merge. 
    :param  SizeEdges: Edges size: Maximum size for the edges of the volume. 
```

```{eval-rst}
.. py:function:: addGlobalMeshControl3D(entity, OptionMeshType, ExtrudeSize, EType, AlgoType, SizeEdges, Transition, Tol)
    :nocontentsentry:

    Apply controls: Add mesh controls to structural elements

    |  Alias: addGMC3D

    :param [Entity] entity: Entity/Entities to apply the command
    :param  OptionMeshType: Control: Select the mesh control type. 
    :param  ExtrudeSize: Extrude size: Maximum size for the extrusión of the surface mesh. 
    :param  EType: Element Type. 
    :param  AlgoType: Algorithm: Type of algorithm to be used for meshing. 
    :param  SizeEdges: Edges size: Maximum size for the edges. 
    :param  Transition: Mesh transition parameter. 
    :param  Tol: Tolerance merge. 
```

```{eval-rst}
.. py:function:: addGlobalMeshControl3D(entity, OptionMeshType, RevolveNumDiv, EType, AlgoType, SizeEdges, Transition, Tol)
    :nocontentsentry:

    Apply controls: Add mesh controls to structural elements

    |  Alias: addGMC3D

    :param [Entity] entity: Entity/Entities to apply the command
    :param  OptionMeshType: Control: Select the mesh control type. 
    :param  RevolveNumDiv: Revolve divisions: Number of divisions for the revolve of the surface mesh. 
    :param  EType: Element Type. 
    :param  AlgoType: Algorithm: Type of algorithm to be used for meshing. 
    :param  SizeEdges: Edges size: Maximum size for the edges. 
    :param  Transition: Mesh transition parameter. 
    :param  Tol: Tolerance merge. 
```

```{eval-rst}
.. py:function:: addGlobalMeshControl3D(entity, OptionMeshType, SizeEdges, CurvatureCheck, ChordalDeviation, MinElementSize, InternalCoarsening, CoarseningFactor, ShortEdges, Extension, DirectApproach)
    :nocontentsentry:

    Apply controls: Add mesh controls to structural elements

    |  Alias: addGMC3D

    :param [Entity] entity: Entity/Entities to apply the command
    :param  OptionMeshType: Control: Select the mesh control type. 
    :param  SizeEdges: Edges size: Maximum size for the edges. 
    :param  CurvatureCheck: Curvature check. 
    :param  ChordalDeviation: Max. deviation: Maximum distance allowed between and element and geometry, relative to element length. 
    :param  MinElementSize: Min. element size: Size is defined as a factor relative to element length. 
    :param  InternalCoarsening: Internal coarsening. 
    :param  CoarseningFactor: Coarsening factor: Lower values create more elements. 
    :param  ShortEdges: Short edges: Activate to collapse short edges. 
    :param  Extension: Export format: Activate to change the export geometry from STEP to IGES format. 
    :param  DirectApproach: Direct approach: Create parasolid geometry to mesh by direct approach. 
```

```{eval-rst}
.. py:function:: addLocalMeshTool(entity, LocalMeshGeometries)
    :nocontentsentry:

    Add local control: Add a local mesh control to the structural element

    |  Alias: addLMT

    :param [Entity] entity: Entity/Entities to apply the command
    :param List LocalMeshGeometries: Geometries: Geometries associated to the local mesh control. Conditions: Geometries associated with the local mesh control must have the same topology.
```

```{eval-rst}
.. py:function:: addLocalMeshTool(entity, LocalMeshGeometry)
    :nocontentsentry:

    Add local control: Add a local mesh control to the structural element

    |  Alias: addLMT

    :param [Entity] entity: Entity/Entities to apply the command
    :param Entity LocalMeshGeometry: Geometry: Geometry associated to the local mesh control. 
```

```{eval-rst}
.. py:function:: addSolidSection(entity, SolidSectionCoodSys)
    :nocontentsentry:

    Add solid section: Add a solid section to the structural element

    |  Alias: addSS

    :param [Entity] entity: Entity/Entities to apply the command
    :param KCoordinateSystem SolidSectionCoodSys: Coordinate system: Coordinate system which defines the origin and plane of the solid section. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: calculateCog()
    :nocontentsentry:

    Calculate the COG by structural element

    |  Alias: COG

```

```{eval-rst}
.. py:function:: calculateCogBySE(entity)
    :nocontentsentry:

    Calculate COG

    |  Alias: COGBySE

    :param [Entity] entity: Entity/Entities to apply the command
```

```{eval-rst}
.. py:function:: calculateMass(entity)
    :nocontentsentry:

    Calculate mass

    |  Alias: mass

    :param [Entity] entity: Entity/Entities to apply the command
```

```{eval-rst}
.. py:function:: calculateTotalMass()
    :nocontentsentry:

    Calculate total mass

    |  Alias: totalMass

```

```{eval-rst}
.. py:function:: clearMeshSESelected(entity)
    :nocontentsentry:

    Clear mesh: Clear the mesh from the structural elements

    |  Alias: clearMeshSE
    |  Constraints: Mesh

    :param [Entity] entity: Entity/Entities to apply the command
```

```{eval-rst}
.. py:function:: cloneSE(entity, GeomList)
    :nocontentsentry:

    Clone: Clone the structural element to create new structural elements with the same properties as the one selected


    :param [Entity] entity: Entity/Entities to apply the command
    :param List GeomList: Geometry list. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: createCoverCompositeMaterial(entity, Composite, Generic)
    :nocontentsentry:

    Create composite material: Create a composite material from shell bending reinforcement


    :param [Entity] entity: Entity/Entities to apply the command
    :param str Composite: Composite. Conditions: "" input must be non-empty.
    :param str Generic: Generic. Conditions: "" input must be non-empty.
```

```{eval-rst}
.. py:function:: createSEBeam(CrossSectionI, CrossSectionJ, SEgeometry)
    :nocontentsentry:

    Beam: Create the structural element for a beam

    |  Alias: seBeam

    :param Entity CrossSectionI: Cross Section I: Cross section at end I. Conditions: The input must be non-empty. "" does not exist in the dropdown list. The input must be non-empty.
    :param Entity CrossSectionJ: Cross Section J: Cross section at end J. Conditions: The input must be non-empty. "" does not exist in the dropdown list.
    :param POCCGeomAxis SEgeometry: Geometry: Structural element geometry. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: createSEBeam(CrossSectionI, CrossSectionJ, SEgeometries)
    :nocontentsentry:

    Beam: Create the structural element for a beam

    |  Alias: seBeam

    :param Entity CrossSectionI: Cross Section I: Cross section at end I. Conditions: The input must be non-empty. "" does not exist in the dropdown list. The input must be non-empty.
    :param Entity CrossSectionJ: Cross Section J: Cross section at end J. Conditions: The input must be non-empty. "" does not exist in the dropdown list.
    :param List SEgeometries: Geometries: Geometries attached to structural elements. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: createSEBeam(Name, CrossSectionI, CrossSectionJ, SEgeometry)
    :nocontentsentry:

    Beam: Create the structural element for a beam

    |  Alias: seBeam

    :param str Name: Name. Conditions: "" input must be non-empty.
    :param Entity CrossSectionI: Cross Section I: Cross section at end I. Conditions: The input must be non-empty. "" does not exist in the dropdown list. The input must be non-empty.
    :param Entity CrossSectionJ: Cross Section J: Cross section at end J. Conditions: The input must be non-empty. "" does not exist in the dropdown list.
    :param POCCGeomAxis SEgeometry: Geometry: Structural element geometry. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: createSEBeam(Name, CrossSectionI, CrossSectionJ, SEgeometries)
    :nocontentsentry:

    Beam: Create the structural element for a beam

    |  Alias: seBeam

    :param str Name: Name. Conditions: "" input must be non-empty.
    :param Entity CrossSectionI: Cross Section I: Cross section at end I. Conditions: The input must be non-empty. "" does not exist in the dropdown list. The input must be non-empty.
    :param Entity CrossSectionJ: Cross Section J: Cross section at end J. Conditions: The input must be non-empty. "" does not exist in the dropdown list.
    :param List SEgeometries: Geometries: Geometries attached to structural elements. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: createSECable(CrossSection, SEgeometry)
    :nocontentsentry:

    Cable: Create the structural element for a cable

    |  Alias: seCabe

    :param Entity CrossSection: Cross Section: Cross section at both ends. Conditions: "" does not exist in the dropdown list. The input must be non-empty.
    :param POCCGeomAxis SEgeometry: Geometry: Structural element geometry. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: createSECable(CrossSection, SEgeometries)
    :nocontentsentry:

    Cable: Create the structural element for a cable

    |  Alias: seCabe

    :param Entity CrossSection: Cross Section: Cross section at both ends. Conditions: "" does not exist in the dropdown list. The input must be non-empty.
    :param List SEgeometries: Geometries: Geometries attached to structural elements. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: createSECable(Name, CrossSection, SEgeometry)
    :nocontentsentry:

    Cable: Create the structural element for a cable

    |  Alias: seCabe

    :param str Name: Name. Conditions: "" input must be non-empty.
    :param Entity CrossSection: Cross Section: Cross section at both ends. Conditions: "" does not exist in the dropdown list. The input must be non-empty.
    :param POCCGeomAxis SEgeometry: Geometry: Structural element geometry. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: createSECable(Name, CrossSection, SEgeometries)
    :nocontentsentry:

    Cable: Create the structural element for a cable

    |  Alias: seCabe

    :param str Name: Name. Conditions: "" input must be non-empty.
    :param Entity CrossSection: Cross Section: Cross section at both ends. Conditions: "" does not exist in the dropdown list. The input must be non-empty.
    :param List SEgeometries: Geometries: Geometries attached to structural elements. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: createSEShell(SEmaterial, Thickness, SEgeometry)
    :nocontentsentry:

    Shell: Create the structural element for a shell

    |  Alias: seShell
    |  Constraints: 3 dimensions

    :param MaterialConcrete SEmaterial: Material: Structural element material . Conditions: "" does not exist in the dropdown list. The input must be non-empty.
    :param Double Thickness: Thickness: Thickness of the shell. Conditions: Value must be greater than 0.
    :param POCCQuad SEgeometry: Geometry: Structural element geometry. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: createSEShell(SEmaterial, Thickness, SEgeometries)
    :nocontentsentry:

    Shell: Create the structural element for a shell

    |  Alias: seShell
    |  Constraints: 3 dimensions

    :param MaterialConcrete SEmaterial: Material: Structural element material . Conditions: "" does not exist in the dropdown list. The input must be non-empty.
    :param Double Thickness: Thickness: Thickness of the shell. Conditions: Value must be greater than 0.
    :param List SEgeometries: Geometries: Geometries attached to structural elements. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: createSEShell(Name, SEmaterial, Thickness, SEgeometry)
    :nocontentsentry:

    Shell: Create the structural element for a shell

    |  Alias: seShell
    |  Constraints: 3 dimensions

    :param str Name: Name. Conditions: "" input must be non-empty.
    :param MaterialConcrete SEmaterial: Material: Structural element material . Conditions: "" does not exist in the dropdown list. The input must be non-empty.
    :param Double Thickness: Thickness: Thickness of the shell. Conditions: Value must be greater than 0.
    :param POCCQuad SEgeometry: Geometry: Structural element geometry. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: createSEShell(Name, SEmaterial, Thickness, SEgeometries)
    :nocontentsentry:

    Shell: Create the structural element for a shell

    |  Alias: seShell
    |  Constraints: 3 dimensions

    :param str Name: Name. Conditions: "" input must be non-empty.
    :param MaterialConcrete SEmaterial: Material: Structural element material . Conditions: "" does not exist in the dropdown list. The input must be non-empty.
    :param Double Thickness: Thickness: Thickness of the shell. Conditions: Value must be greater than 0.
    :param List SEgeometries: Geometries: Geometries attached to structural elements. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: createSEShellDummy(DummySolid3DList, DummyGeometryList)
    :nocontentsentry:

    Dummy Shell: Create the structural element for a dummy shell from solids 3D

    |  Alias: seShellDummy
    |  Constraints: 3 dimensions

    :param PVectorConst DummySolid3DList: Solids 3D: List with the solids 3d used to create the shell. Conditions: "" does not exist in the dropdown list.
    :param List DummyGeometryList: Geometries: List with the geometries used to create the shell from solids 3d. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: createSEShellDummy(Name, DummySolid3DList, DummyGeometryList)
    :nocontentsentry:

    Dummy Shell: Create the structural element for a dummy shell from solids 3D

    |  Alias: seShellDummy
    |  Constraints: 3 dimensions

    :param str Name: Name. Conditions: "" input must be non-empty.
    :param PVectorConst DummySolid3DList: Solids 3D: List with the solids 3d used to create the shell. Conditions: "" does not exist in the dropdown list.
    :param List DummyGeometryList: Geometries: List with the geometries used to create the shell from solids 3d. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: createSESolid2d(SEmaterial, SEtype, SEgeometry)
    :nocontentsentry:

    Solid: Create the structural element for a solid

    |  Alias: seSolid2d
    |  Constraints: 2 dimensions

    :param MaterialConcrete SEmaterial: Material: Structural element material . Conditions: "" does not exist in the dropdown list. The input must be non-empty.
    :param Enumerate: { Sol2DPStress, Sol2DPStrain } SEtype: Type: Type of structural object. 
    :param POCCQuad SEgeometry: Geometry: Structural element geometry. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: createSESolid2d(SEmaterial, SEtype, SEgeometries)
    :nocontentsentry:

    Solid: Create the structural element for a solid

    |  Alias: seSolid2d
    |  Constraints: 2 dimensions

    :param MaterialConcrete SEmaterial: Material: Structural element material . Conditions: "" does not exist in the dropdown list. The input must be non-empty.
    :param Enumerate: { Sol2DPStress, Sol2DPStrain } SEtype: Type: Type of structural object. 
    :param List SEgeometries: Geometries: Geometries attached to structural elements. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: createSESolid2d(SEmaterial, SEtype, Sol2DThickness, SEgeometry)
    :nocontentsentry:

    Solid: Create the structural element for a solid

    |  Alias: seSolid2d
    |  Constraints: 2 dimensions

    :param MaterialConcrete SEmaterial: Material: Structural element material . Conditions: "" does not exist in the dropdown list. The input must be non-empty.
    :param Enumerate: { Sol2DPStress, Sol2DPStrain } SEtype: Type: Type of structural object. 
    :param Double Sol2DThickness: Thickness: Thickness of the plane stress model. 
    :param POCCQuad SEgeometry: Geometry: Structural element geometry. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: createSESolid2d(Name, SEmaterial, SEtype, SEgeometry)
    :nocontentsentry:

    Solid: Create the structural element for a solid

    |  Alias: seSolid2d
    |  Constraints: 2 dimensions

    :param str Name: Name. Conditions: "" input must be non-empty.
    :param MaterialConcrete SEmaterial: Material: Structural element material . Conditions: "" does not exist in the dropdown list. The input must be non-empty.
    :param Enumerate: { Sol2DPStress, Sol2DPStrain } SEtype: Type: Type of structural object. 
    :param POCCQuad SEgeometry: Geometry: Structural element geometry. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: createSESolid2d(SEmaterial, SEtype, Sol2DThickness, SEgeometries)
    :nocontentsentry:

    Solid: Create the structural element for a solid

    |  Alias: seSolid2d
    |  Constraints: 2 dimensions

    :param MaterialConcrete SEmaterial: Material: Structural element material . Conditions: "" does not exist in the dropdown list. The input must be non-empty.
    :param Enumerate: { Sol2DPStress, Sol2DPStrain } SEtype: Type: Type of structural object. 
    :param Double Sol2DThickness: Thickness: Thickness of the plane stress model. 
    :param List SEgeometries: Geometries: Geometries attached to structural elements. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: createSESolid2d(Name, SEmaterial, SEtype, SEgeometries)
    :nocontentsentry:

    Solid: Create the structural element for a solid

    |  Alias: seSolid2d
    |  Constraints: 2 dimensions

    :param str Name: Name. Conditions: "" input must be non-empty.
    :param MaterialConcrete SEmaterial: Material: Structural element material . Conditions: "" does not exist in the dropdown list. The input must be non-empty.
    :param Enumerate: { Sol2DPStress, Sol2DPStrain } SEtype: Type: Type of structural object. 
    :param List SEgeometries: Geometries: Geometries attached to structural elements. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: createSESolid2d(Name, SEmaterial, SEtype, Sol2DThickness, SEgeometry)
    :nocontentsentry:

    Solid: Create the structural element for a solid

    |  Alias: seSolid2d
    |  Constraints: 2 dimensions

    :param str Name: Name. Conditions: "" input must be non-empty.
    :param MaterialConcrete SEmaterial: Material: Structural element material . Conditions: "" does not exist in the dropdown list. The input must be non-empty.
    :param Enumerate: { Sol2DPStress, Sol2DPStrain } SEtype: Type: Type of structural object. 
    :param Double Sol2DThickness: Thickness: Thickness of the plane stress model. 
    :param POCCQuad SEgeometry: Geometry: Structural element geometry. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: createSESolid2d(Name, SEmaterial, SEtype, Sol2DThickness, SEgeometries)
    :nocontentsentry:

    Solid: Create the structural element for a solid

    |  Alias: seSolid2d
    |  Constraints: 2 dimensions

    :param str Name: Name. Conditions: "" input must be non-empty.
    :param MaterialConcrete SEmaterial: Material: Structural element material . Conditions: "" does not exist in the dropdown list. The input must be non-empty.
    :param Enumerate: { Sol2DPStress, Sol2DPStrain } SEtype: Type: Type of structural object. 
    :param Double Sol2DThickness: Thickness: Thickness of the plane stress model. 
    :param List SEgeometries: Geometries: Geometries attached to structural elements. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: createSESolid3d(SEmaterial, SEgeometry)
    :nocontentsentry:

    Solid: Create the structural element for a solid

    |  Alias: seSolid3d
    |  Constraints: 3 dimensions

    :param MaterialConcrete SEmaterial: Material: Structural element material . Conditions: "" does not exist in the dropdown list. The input must be non-empty.
    :param POCCCylinder SEgeometry: Geometry: Structural element geometry. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: createSESolid3d(SEmaterial, SEgeometries)
    :nocontentsentry:

    Solid: Create the structural element for a solid

    |  Alias: seSolid3d
    |  Constraints: 3 dimensions

    :param MaterialConcrete SEmaterial: Material: Structural element material . Conditions: "" does not exist in the dropdown list. The input must be non-empty.
    :param List SEgeometries: Geometries: Geometries attached to structural elements. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: createSESolid3d(Name, SEmaterial, SEgeometry)
    :nocontentsentry:

    Solid: Create the structural element for a solid

    |  Alias: seSolid3d
    |  Constraints: 3 dimensions

    :param str Name: Name. Conditions: "" input must be non-empty.
    :param MaterialConcrete SEmaterial: Material: Structural element material . Conditions: "" does not exist in the dropdown list. The input must be non-empty.
    :param POCCCylinder SEgeometry: Geometry: Structural element geometry. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: createSESolid3d(Name, SEmaterial, SEgeometries)
    :nocontentsentry:

    Solid: Create the structural element for a solid

    |  Alias: seSolid3d
    |  Constraints: 3 dimensions

    :param str Name: Name. Conditions: "" input must be non-empty.
    :param MaterialConcrete SEmaterial: Material: Structural element material . Conditions: "" does not exist in the dropdown list. The input must be non-empty.
    :param List SEgeometries: Geometries: Geometries attached to structural elements. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: createSETruss(CrossSectionI, CrossSectionJ, SEgeometry)
    :nocontentsentry:

    Truss: Create the structural element for a truss

    |  Alias: seTruss

    :param Entity CrossSectionI: Cross Section I: Cross section at end I. Conditions: "" does not exist in the dropdown list. The input must be non-empty.
    :param Entity CrossSectionJ: Cross Section J: Cross section at end J. Conditions: "" does not exist in the dropdown list.
    :param POCCGeomAxis SEgeometry: Geometry: Structural element geometry. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: createSETruss(CrossSectionI, CrossSectionJ, SEgeometries)
    :nocontentsentry:

    Truss: Create the structural element for a truss

    |  Alias: seTruss

    :param Entity CrossSectionI: Cross Section I: Cross section at end I. Conditions: "" does not exist in the dropdown list. The input must be non-empty.
    :param Entity CrossSectionJ: Cross Section J: Cross section at end J. Conditions: "" does not exist in the dropdown list.
    :param List SEgeometries: Geometries: Geometries attached to structural elements. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: createSETruss(Name, CrossSectionI, CrossSectionJ, SEgeometry)
    :nocontentsentry:

    Truss: Create the structural element for a truss

    |  Alias: seTruss

    :param str Name: Name. Conditions: "" input must be non-empty.
    :param Entity CrossSectionI: Cross Section I: Cross section at end I. Conditions: "" does not exist in the dropdown list. The input must be non-empty.
    :param Entity CrossSectionJ: Cross Section J: Cross section at end J. Conditions: "" does not exist in the dropdown list.
    :param POCCGeomAxis SEgeometry: Geometry: Structural element geometry. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: createSETruss(Name, CrossSectionI, CrossSectionJ, SEgeometries)
    :nocontentsentry:

    Truss: Create the structural element for a truss

    |  Alias: seTruss

    :param str Name: Name. Conditions: "" input must be non-empty.
    :param Entity CrossSectionI: Cross Section I: Cross section at end I. Conditions: "" does not exist in the dropdown list. The input must be non-empty.
    :param Entity CrossSectionJ: Cross Section J: Cross section at end J. Conditions: "" does not exist in the dropdown list.
    :param List SEgeometries: Geometries: Geometries attached to structural elements. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: createSubSE(entity, GeomList)
    :nocontentsentry:

    Adds a sub-element: Creates a sub-structural element


    :param [Entity] entity: Entity/Entities to apply the command
    :param  GeomList: Geometry list. 
```

```{eval-rst}
.. py:function:: meshSECongruent(entity)
    :nocontentsentry:

    Mesh congruent: Mesh auto-detecting common parts


    :param [Entity] entity: Entity/Entities to apply the command
```

```{eval-rst}
.. py:function:: meshSESelected(entity)
    :nocontentsentry:

    Mesh: Mesh the structural elements

    |  Alias: meshSE

    :param [Entity] entity: Entity/Entities to apply the command
```

```{eval-rst}
.. py:function:: removeLocalMeshTool(entity, LocalMeshToolList)
    :nocontentsentry:

    Remove local control: Remove a local mesh control from the structural element

    |  Alias: removeLMT

    :param [Entity] entity: Entity/Entities to apply the command
    :param List LocalMeshToolList: Mesh controls list. 
```

```{eval-rst}
.. py:function:: removeLocalMeshTool(entity, LocalMeshTool)
    :nocontentsentry:

    Remove local control: Remove a local mesh control from the structural element

    |  Alias: removeLMT

    :param [Entity] entity: Entity/Entities to apply the command
    :param Entity LocalMeshTool: Mesh controls. Conditions: The input must be non-empty.
```

```{eval-rst}
.. py:function:: removeSolidSection(entity, SolidSections)
    :nocontentsentry:

    Remove solid section: Remove a solid section from the structural element


    :param [Entity] entity: Entity/Entities to apply the command
    :param List SolidSections: Solid sections: List with the solid sections created in this structural element. 
```

```{eval-rst}
.. py:function:: removeSubSE(entity, GeomList)
    :nocontentsentry:

    Removes a sub-element: Removes a sub-structural element


    :param [Entity] entity: Entity/Entities to apply the command
    :param  GeomList: Geometry list. 
```

```{eval-rst}
.. py:function:: reverseOrientation(entity)
    :nocontentsentry:

    Reverse: Reverse the orientation


    :param [Entity] entity: Entity/Entities to apply the command
```

```{eval-rst}
.. py:function:: StructuralElement(EntityName)
    :nocontentsentry:

    Obtains an entity given its name


    :param str EntityName: Entity name. 
```

```{eval-rst}
.. py:function:: StructuralElementsModelGroup(GroupName)
    :nocontentsentry:

    Obtains a group given its name


    :param str GroupName: Group name. 
```