# Checking
```{eval-rst}
.. py:function:: beamInteractionDiagram(Element, Extreme, SCMax, SSMax, Dirkey)
    :nocontentsentry:

    Beams: Interaction diagram on concrete beam elements

    |  Alias: beamInterDiag
    |  Constraints: Static analysis, Transient analysis, User interface, Results loaded

    :param int Element: Element. Conditions: Value must be lower or equal than 1.00.
    :param int Extreme: End. Conditions: Value must be greater or equal than 0.00 and lower or equal than 1.00.
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { BiaxialBending, XY, XZ } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
```

```{eval-rst}
.. py:function:: beamInteractionDiagram(Element, Extreme, SCMax, SSMax, Dirkey, CriterionType)
    :nocontentsentry:

    Beams: Interaction diagram on concrete beam elements

    |  Alias: beamInterDiag
    |  Constraints: Static analysis, Transient analysis, User interface, Results loaded

    :param int Element: Element. Conditions: Value must be lower or equal than 1.00.
    :param int Extreme: End. Conditions: Value must be greater or equal than 0.00 and lower or equal than 1.00.
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { BiaxialBending, XY, XZ } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param Enumerate: { DiagramCenter, DiagramOrigin, ConstantAxialForce } CriterionType: Criterion type. 
```

```{eval-rst}
.. py:function:: beamInteractionDiagram(Element, Extreme, SCMax, SSMax, Dirkey, MemberType)
    :nocontentsentry:

    Beams: Interaction diagram on concrete beam elements

    |  Alias: beamInterDiag
    |  Constraints: Static analysis, Transient analysis, User interface, Results loaded

    :param int Element: Element. Conditions: Value must be lower or equal than 1.00.
    :param int Extreme: End. Conditions: Value must be greater or equal than 0.00 and lower or equal than 1.00.
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { BiaxialBending, XY, XZ } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param  MemberType: Type of reinforcement. 
```

```{eval-rst}
.. py:function:: beamInteractionDiagram(Element, Extreme, SCMax, SSMax, Dirkey, MemberType, CriterionType)
    :nocontentsentry:

    Beams: Interaction diagram on concrete beam elements

    |  Alias: beamInterDiag
    |  Constraints: Static analysis, Transient analysis, User interface, Results loaded

    :param int Element: Element. Conditions: Value must be lower or equal than 1.00.
    :param int Extreme: End. Conditions: Value must be greater or equal than 0.00 and lower or equal than 1.00.
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { BiaxialBending, XY, XZ } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param  MemberType: Type of reinforcement. 
    :param Enumerate: { DiagramCenter, DiagramOrigin, ConstantAxialForce } CriterionType: Criterion type. 
```

```{eval-rst}
.. py:function:: checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey)
    :nocontentsentry:

    Axial Bending: Axial bending check on reinforced concrete beams by active code

    |  Alias: checkConcreteBeamAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
```

```{eval-rst}
.. py:function:: checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, CriterionType)
    :nocontentsentry:

    Axial Bending: Axial bending check on reinforced concrete beams by active code

    |  Alias: checkConcreteBeamAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param Enumerate: { DiagramCenter, DiagramOrigin, ConstantAxialForce, DiagramCenterOrigin } CriterionType: Criterion type. 
```

```{eval-rst}
.. py:function:: checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, MemberType)
    :nocontentsentry:

    Axial Bending: Axial bending check on reinforced concrete beams by active code

    |  Alias: checkConcreteBeamAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param  MemberType: Type of reinforcement. 
```

```{eval-rst}
.. py:function:: checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, Entities)
    :nocontentsentry:

    Axial Bending: Axial bending check on reinforced concrete beams by active code

    |  Alias: checkConcreteBeamAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, SelectionGroup)
    :nocontentsentry:

    Axial Bending: Axial bending check on reinforced concrete beams by active code

    |  Alias: checkConcreteBeamAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, Entities)
    :nocontentsentry:

    Axial Bending: Axial bending check on reinforced concrete beams by active code

    |  Alias: checkConcreteBeamAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, SelectionGroup)
    :nocontentsentry:

    Axial Bending: Axial bending check on reinforced concrete beams by active code

    |  Alias: checkConcreteBeamAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, Entities)
    :nocontentsentry:

    Axial Bending: Axial bending check on reinforced concrete beams by active code

    |  Alias: checkConcreteBeamAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, SelectionGroup)
    :nocontentsentry:

    Axial Bending: Axial bending check on reinforced concrete beams by active code

    |  Alias: checkConcreteBeamAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, MemberType, CriterionType)
    :nocontentsentry:

    Axial Bending: Axial bending check on reinforced concrete beams by active code

    |  Alias: checkConcreteBeamAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param  MemberType: Type of reinforcement. 
    :param Enumerate: { DiagramCenter, DiagramOrigin, ConstantAxialForce, DiagramCenterOrigin } CriterionType: Criterion type. 
```

```{eval-rst}
.. py:function:: checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, Entities, CriterionType)
    :nocontentsentry:

    Axial Bending: Axial bending check on reinforced concrete beams by active code

    |  Alias: checkConcreteBeamAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
    :param Enumerate: { DiagramCenter, DiagramOrigin, ConstantAxialForce, DiagramCenterOrigin } CriterionType: Criterion type. 
```

```{eval-rst}
.. py:function:: checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, SelectionGroup, CriterionType)
    :nocontentsentry:

    Axial Bending: Axial bending check on reinforced concrete beams by active code

    |  Alias: checkConcreteBeamAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
    :param Enumerate: { DiagramCenter, DiagramOrigin, ConstantAxialForce, DiagramCenterOrigin } CriterionType: Criterion type. 
```

```{eval-rst}
.. py:function:: checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, MemberType, Entities)
    :nocontentsentry:

    Axial Bending: Axial bending check on reinforced concrete beams by active code

    |  Alias: checkConcreteBeamAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param  MemberType: Type of reinforcement. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, MemberType, SelectionGroup)
    :nocontentsentry:

    Axial Bending: Axial bending check on reinforced concrete beams by active code

    |  Alias: checkConcreteBeamAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param  MemberType: Type of reinforcement. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, Entities, CriterionType)
    :nocontentsentry:

    Axial Bending: Axial bending check on reinforced concrete beams by active code

    |  Alias: checkConcreteBeamAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
    :param Enumerate: { DiagramCenter, DiagramOrigin, ConstantAxialForce, DiagramCenterOrigin } CriterionType: Criterion type. 
```

```{eval-rst}
.. py:function:: checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, SelectionGroup, CriterionType)
    :nocontentsentry:

    Axial Bending: Axial bending check on reinforced concrete beams by active code

    |  Alias: checkConcreteBeamAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
    :param Enumerate: { DiagramCenter, DiagramOrigin, ConstantAxialForce, DiagramCenterOrigin } CriterionType: Criterion type. 
```

```{eval-rst}
.. py:function:: checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, MemberType, Entities)
    :nocontentsentry:

    Axial Bending: Axial bending check on reinforced concrete beams by active code

    |  Alias: checkConcreteBeamAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param  MemberType: Type of reinforcement. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, MemberType, SelectionGroup)
    :nocontentsentry:

    Axial Bending: Axial bending check on reinforced concrete beams by active code

    |  Alias: checkConcreteBeamAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param  MemberType: Type of reinforcement. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, Entities, CriterionType)
    :nocontentsentry:

    Axial Bending: Axial bending check on reinforced concrete beams by active code

    |  Alias: checkConcreteBeamAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
    :param Enumerate: { DiagramCenter, DiagramOrigin, ConstantAxialForce, DiagramCenterOrigin } CriterionType: Criterion type. 
```

```{eval-rst}
.. py:function:: checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, SelectionGroup, CriterionType)
    :nocontentsentry:

    Axial Bending: Axial bending check on reinforced concrete beams by active code

    |  Alias: checkConcreteBeamAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
    :param Enumerate: { DiagramCenter, DiagramOrigin, ConstantAxialForce, DiagramCenterOrigin } CriterionType: Criterion type. 
```

```{eval-rst}
.. py:function:: checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, MemberType, Entities)
    :nocontentsentry:

    Axial Bending: Axial bending check on reinforced concrete beams by active code

    |  Alias: checkConcreteBeamAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param  MemberType: Type of reinforcement. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, MemberType, SelectionGroup)
    :nocontentsentry:

    Axial Bending: Axial bending check on reinforced concrete beams by active code

    |  Alias: checkConcreteBeamAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param  MemberType: Type of reinforcement. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, MemberType, Entities, CriterionType)
    :nocontentsentry:

    Axial Bending: Axial bending check on reinforced concrete beams by active code

    |  Alias: checkConcreteBeamAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param  MemberType: Type of reinforcement. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
    :param Enumerate: { DiagramCenter, DiagramOrigin, ConstantAxialForce, DiagramCenterOrigin } CriterionType: Criterion type. 
```

```{eval-rst}
.. py:function:: checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, MemberType, SelectionGroup, CriterionType)
    :nocontentsentry:

    Axial Bending: Axial bending check on reinforced concrete beams by active code

    |  Alias: checkConcreteBeamAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param  MemberType: Type of reinforcement. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
    :param Enumerate: { DiagramCenter, DiagramOrigin, ConstantAxialForce, DiagramCenterOrigin } CriterionType: Criterion type. 
```

```{eval-rst}
.. py:function:: checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, MemberType, Entities, CriterionType)
    :nocontentsentry:

    Axial Bending: Axial bending check on reinforced concrete beams by active code

    |  Alias: checkConcreteBeamAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param  MemberType: Type of reinforcement. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
    :param Enumerate: { DiagramCenter, DiagramOrigin, ConstantAxialForce, DiagramCenterOrigin } CriterionType: Criterion type. 
```

```{eval-rst}
.. py:function:: checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, MemberType, SelectionGroup, CriterionType)
    :nocontentsentry:

    Axial Bending: Axial bending check on reinforced concrete beams by active code

    |  Alias: checkConcreteBeamAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param  MemberType: Type of reinforcement. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
    :param Enumerate: { DiagramCenter, DiagramOrigin, ConstantAxialForce, DiagramCenterOrigin } CriterionType: Criterion type. 
```

```{eval-rst}
.. py:function:: checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, MemberType, Entities, CriterionType)
    :nocontentsentry:

    Axial Bending: Axial bending check on reinforced concrete beams by active code

    |  Alias: checkConcreteBeamAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param  MemberType: Type of reinforcement. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
    :param Enumerate: { DiagramCenter, DiagramOrigin, ConstantAxialForce, DiagramCenterOrigin } CriterionType: Criterion type. 
```

```{eval-rst}
.. py:function:: checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, MemberType, SelectionGroup, CriterionType)
    :nocontentsentry:

    Axial Bending: Axial bending check on reinforced concrete beams by active code

    |  Alias: checkConcreteBeamAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param  MemberType: Type of reinforcement. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
    :param Enumerate: { DiagramCenter, DiagramOrigin, ConstantAxialForce, DiagramCenterOrigin } CriterionType: Criterion type. 
```

```{eval-rst}
.. py:function:: checkConcreteBeamCracking(Name, CrackingDirkey, Smax)
    :nocontentsentry:

    Cracking: Cracking check on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { XY, XZ } CrackingDirkey: Dirkey: Key identifying the cracking plane. 
    :param  Smax: S reference: Bar spacing. 
```

```{eval-rst}
.. py:function:: checkConcreteBeamCracking(Name, CrackingDirkey, Smax, Entities)
    :nocontentsentry:

    Cracking: Cracking check on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { XY, XZ } CrackingDirkey: Dirkey: Key identifying the cracking plane. 
    :param  Smax: S reference: Bar spacing. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteBeamCracking(Name, CrackingDirkey, Smax, SelectionGroup)
    :nocontentsentry:

    Cracking: Cracking check on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { XY, XZ } CrackingDirkey: Dirkey: Key identifying the cracking plane. 
    :param  Smax: S reference: Bar spacing. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteBeamCracking(Name, CrackingDirkey, Smax, Entities)
    :nocontentsentry:

    Cracking: Cracking check on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { XY, XZ } CrackingDirkey: Dirkey: Key identifying the cracking plane. 
    :param  Smax: S reference: Bar spacing. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteBeamCracking(Name, CrackingDirkey, Smax, SelectionGroup)
    :nocontentsentry:

    Cracking: Cracking check on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { XY, XZ } CrackingDirkey: Dirkey: Key identifying the cracking plane. 
    :param  Smax: S reference: Bar spacing. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteBeamCracking(Name, CrackingDirkey, Smax, Entities)
    :nocontentsentry:

    Cracking: Cracking check on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { XY, XZ } CrackingDirkey: Dirkey: Key identifying the cracking plane. 
    :param  Smax: S reference: Bar spacing. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteBeamCracking(Name, CrackingDirkey, Smax, SelectionGroup)
    :nocontentsentry:

    Cracking: Cracking check on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { XY, XZ } CrackingDirkey: Dirkey: Key identifying the cracking plane. 
    :param  Smax: S reference: Bar spacing. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteBeamCracking(Name, CrackingDirkey, Wmax, K1, Kt, K3, K4)
    :nocontentsentry:

    Cracking: Cracking check on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { XY, XZ } CrackingDirkey: Dirkey: Key identifying the cracking plane. 
    :param Double Wmax: Wmax: Maximum crack width. 
    :param Enumerate: { QY, QZ, Torsion, TorQY, TorQZ, BiaxialBending, XY, XZ, TD, Spiral, Others, HBB, PB, PL, STL, GBC, PBC } K1: k1: Coefficient to take account of the influence of the bond properties of the bonded reinforcement. 
    :param Enumerate: { QY, QZ, Torsion, TorQY, TorQZ, BiaxialBending, XY, XZ, TD, Spiral, Others, HBB, PB, PL, STL, GBC, PBC } Kt: kt: Coefficient to take account of the influence of the duration of the loading. 
    :param Double K3: k3: Constants defined in the National Annexe(=3.4 by default). 
    :param Double K4: k4: Constants defined in the National Annexe(=0.425 by default). 
```

```{eval-rst}
.. py:function:: checkConcreteBeamCracking(Name, CrackingDirkey, Wmax, K1, Kt, K3, K4, Entities)
    :nocontentsentry:

    Cracking: Cracking check on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { XY, XZ } CrackingDirkey: Dirkey: Key identifying the cracking plane. 
    :param Double Wmax: Wmax: Maximum crack width. 
    :param Enumerate: { QY, QZ, Torsion, TorQY, TorQZ, BiaxialBending, XY, XZ, TD, Spiral, Others, HBB, PB, PL, STL, GBC, PBC } K1: k1: Coefficient to take account of the influence of the bond properties of the bonded reinforcement. 
    :param Enumerate: { QY, QZ, Torsion, TorQY, TorQZ, BiaxialBending, XY, XZ, TD, Spiral, Others, HBB, PB, PL, STL, GBC, PBC } Kt: kt: Coefficient to take account of the influence of the duration of the loading. 
    :param Double K3: k3: Constants defined in the National Annexe(=3.4 by default). 
    :param Double K4: k4: Constants defined in the National Annexe(=0.425 by default). 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteBeamCracking(Name, CrackingDirkey, Wmax, K1, Kt, K3, K4, SelectionGroup)
    :nocontentsentry:

    Cracking: Cracking check on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { XY, XZ } CrackingDirkey: Dirkey: Key identifying the cracking plane. 
    :param Double Wmax: Wmax: Maximum crack width. 
    :param Enumerate: { QY, QZ, Torsion, TorQY, TorQZ, BiaxialBending, XY, XZ, TD, Spiral, Others, HBB, PB, PL, STL, GBC, PBC } K1: k1: Coefficient to take account of the influence of the bond properties of the bonded reinforcement. 
    :param Enumerate: { QY, QZ, Torsion, TorQY, TorQZ, BiaxialBending, XY, XZ, TD, Spiral, Others, HBB, PB, PL, STL, GBC, PBC } Kt: kt: Coefficient to take account of the influence of the duration of the loading. 
    :param Double K3: k3: Constants defined in the National Annexe(=3.4 by default). 
    :param Double K4: k4: Constants defined in the National Annexe(=0.425 by default). 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteBeamCracking(Name, CrackingDirkey, Wmax, K1, Kt, K3, K4, Entities)
    :nocontentsentry:

    Cracking: Cracking check on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { XY, XZ } CrackingDirkey: Dirkey: Key identifying the cracking plane. 
    :param Double Wmax: Wmax: Maximum crack width. 
    :param Enumerate: { QY, QZ, Torsion, TorQY, TorQZ, BiaxialBending, XY, XZ, TD, Spiral, Others, HBB, PB, PL, STL, GBC, PBC } K1: k1: Coefficient to take account of the influence of the bond properties of the bonded reinforcement. 
    :param Enumerate: { QY, QZ, Torsion, TorQY, TorQZ, BiaxialBending, XY, XZ, TD, Spiral, Others, HBB, PB, PL, STL, GBC, PBC } Kt: kt: Coefficient to take account of the influence of the duration of the loading. 
    :param Double K3: k3: Constants defined in the National Annexe(=3.4 by default). 
    :param Double K4: k4: Constants defined in the National Annexe(=0.425 by default). 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteBeamCracking(Name, CrackingDirkey, Wmax, K1, Kt, K3, K4, SelectionGroup)
    :nocontentsentry:

    Cracking: Cracking check on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { XY, XZ } CrackingDirkey: Dirkey: Key identifying the cracking plane. 
    :param Double Wmax: Wmax: Maximum crack width. 
    :param Enumerate: { QY, QZ, Torsion, TorQY, TorQZ, BiaxialBending, XY, XZ, TD, Spiral, Others, HBB, PB, PL, STL, GBC, PBC } K1: k1: Coefficient to take account of the influence of the bond properties of the bonded reinforcement. 
    :param Enumerate: { QY, QZ, Torsion, TorQY, TorQZ, BiaxialBending, XY, XZ, TD, Spiral, Others, HBB, PB, PL, STL, GBC, PBC } Kt: kt: Coefficient to take account of the influence of the duration of the loading. 
    :param Double K3: k3: Constants defined in the National Annexe(=3.4 by default). 
    :param Double K4: k4: Constants defined in the National Annexe(=0.425 by default). 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteBeamCracking(Name, CrackingDirkey, Wmax, K1, Kt, K3, K4, Entities)
    :nocontentsentry:

    Cracking: Cracking check on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { XY, XZ } CrackingDirkey: Dirkey: Key identifying the cracking plane. 
    :param Double Wmax: Wmax: Maximum crack width. 
    :param Enumerate: { QY, QZ, Torsion, TorQY, TorQZ, BiaxialBending, XY, XZ, TD, Spiral, Others, HBB, PB, PL, STL, GBC, PBC } K1: k1: Coefficient to take account of the influence of the bond properties of the bonded reinforcement. 
    :param Enumerate: { QY, QZ, Torsion, TorQY, TorQZ, BiaxialBending, XY, XZ, TD, Spiral, Others, HBB, PB, PL, STL, GBC, PBC } Kt: kt: Coefficient to take account of the influence of the duration of the loading. 
    :param Double K3: k3: Constants defined in the National Annexe(=3.4 by default). 
    :param Double K4: k4: Constants defined in the National Annexe(=0.425 by default). 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteBeamCracking(Name, CrackingDirkey, Wmax, K1, Kt, K3, K4, SelectionGroup)
    :nocontentsentry:

    Cracking: Cracking check on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { XY, XZ } CrackingDirkey: Dirkey: Key identifying the cracking plane. 
    :param Double Wmax: Wmax: Maximum crack width. 
    :param Enumerate: { QY, QZ, Torsion, TorQY, TorQZ, BiaxialBending, XY, XZ, TD, Spiral, Others, HBB, PB, PL, STL, GBC, PBC } K1: k1: Coefficient to take account of the influence of the bond properties of the bonded reinforcement. 
    :param Enumerate: { QY, QZ, Torsion, TorQY, TorQZ, BiaxialBending, XY, XZ, TD, Spiral, Others, HBB, PB, PL, STL, GBC, PBC } Kt: kt: Coefficient to take account of the influence of the duration of the loading. 
    :param Double K3: k3: Constants defined in the National Annexe(=3.4 by default). 
    :param Double K4: k4: Constants defined in the National Annexe(=0.425 by default). 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteBeamST(Name, QY, QZ, Torsion)
    :nocontentsentry:

    Shear & Torsion: Shear and torsion check on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param bool QY: Shear QY: Shear checking/design along element Y direction. 
    :param bool QZ: Shear QZ: Shear checking/design along element Z direction. 
    :param bool Torsion: Torsion: Torsion checking/design. 
```

```{eval-rst}
.. py:function:: checkConcreteBeamST(Name, QY, QZ, Torsion, Fy)
    :nocontentsentry:

    Shear & Torsion: Shear and torsion check on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param bool QY: Shear QY: Shear checking/design along element Y direction. 
    :param bool QZ: Shear QZ: Shear checking/design along element Z direction. 
    :param bool Torsion: Torsion: Torsion checking/design. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
```

```{eval-rst}
.. py:function:: checkConcreteBeamST(Name, QY, QZ, Torsion, SeismicLoads)
    :nocontentsentry:

    Shear & Torsion: Shear and torsion check on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param bool QY: Shear QY: Shear checking/design along element Y direction. 
    :param bool QZ: Shear QZ: Shear checking/design along element Z direction. 
    :param bool Torsion: Torsion: Torsion checking/design. 
    :param  SeismicLoads: seismic loads: Loads are seismic. 
```

```{eval-rst}
.. py:function:: checkConcreteBeamST(Name, QY, QZ, Torsion, Entities)
    :nocontentsentry:

    Shear & Torsion: Shear and torsion check on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param bool QY: Shear QY: Shear checking/design along element Y direction. 
    :param bool QZ: Shear QZ: Shear checking/design along element Z direction. 
    :param bool Torsion: Torsion: Torsion checking/design. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteBeamST(Name, QY, QZ, Torsion, SelectionGroup)
    :nocontentsentry:

    Shear & Torsion: Shear and torsion check on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param bool QY: Shear QY: Shear checking/design along element Y direction. 
    :param bool QZ: Shear QZ: Shear checking/design along element Z direction. 
    :param bool Torsion: Torsion: Torsion checking/design. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteBeamST(Name, QY, QZ, Torsion, Entities)
    :nocontentsentry:

    Shear & Torsion: Shear and torsion check on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param bool QY: Shear QY: Shear checking/design along element Y direction. 
    :param bool QZ: Shear QZ: Shear checking/design along element Z direction. 
    :param bool Torsion: Torsion: Torsion checking/design. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteBeamST(Name, QY, QZ, Torsion, SelectionGroup)
    :nocontentsentry:

    Shear & Torsion: Shear and torsion check on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param bool QY: Shear QY: Shear checking/design along element Y direction. 
    :param bool QZ: Shear QZ: Shear checking/design along element Z direction. 
    :param bool Torsion: Torsion: Torsion checking/design. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteBeamST(Name, QY, QZ, Torsion, Entities)
    :nocontentsentry:

    Shear & Torsion: Shear and torsion check on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param bool QY: Shear QY: Shear checking/design along element Y direction. 
    :param bool QZ: Shear QZ: Shear checking/design along element Z direction. 
    :param bool Torsion: Torsion: Torsion checking/design. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteBeamST(Name, QY, QZ, Torsion, SelectionGroup)
    :nocontentsentry:

    Shear & Torsion: Shear and torsion check on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param bool QY: Shear QY: Shear checking/design along element Y direction. 
    :param bool QZ: Shear QZ: Shear checking/design along element Z direction. 
    :param bool Torsion: Torsion: Torsion checking/design. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteBeamST(Name, QY, QZ, Torsion, Fy, Entities)
    :nocontentsentry:

    Shear & Torsion: Shear and torsion check on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param bool QY: Shear QY: Shear checking/design along element Y direction. 
    :param bool QZ: Shear QZ: Shear checking/design along element Z direction. 
    :param bool Torsion: Torsion: Torsion checking/design. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteBeamST(Name, QY, QZ, Torsion, SeismicLoads, Entities)
    :nocontentsentry:

    Shear & Torsion: Shear and torsion check on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param bool QY: Shear QY: Shear checking/design along element Y direction. 
    :param bool QZ: Shear QZ: Shear checking/design along element Z direction. 
    :param bool Torsion: Torsion: Torsion checking/design. 
    :param  SeismicLoads: seismic loads: Loads are seismic. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteBeamST(Name, QY, QZ, Torsion, Fy, SelectionGroup)
    :nocontentsentry:

    Shear & Torsion: Shear and torsion check on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param bool QY: Shear QY: Shear checking/design along element Y direction. 
    :param bool QZ: Shear QZ: Shear checking/design along element Z direction. 
    :param bool Torsion: Torsion: Torsion checking/design. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteBeamST(Name, QY, QZ, Torsion, SeismicLoads, SelectionGroup)
    :nocontentsentry:

    Shear & Torsion: Shear and torsion check on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param bool QY: Shear QY: Shear checking/design along element Y direction. 
    :param bool QZ: Shear QZ: Shear checking/design along element Z direction. 
    :param bool Torsion: Torsion: Torsion checking/design. 
    :param  SeismicLoads: seismic loads: Loads are seismic. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteBeamST(Name, QY, QZ, Torsion, Fy, Entities)
    :nocontentsentry:

    Shear & Torsion: Shear and torsion check on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param bool QY: Shear QY: Shear checking/design along element Y direction. 
    :param bool QZ: Shear QZ: Shear checking/design along element Z direction. 
    :param bool Torsion: Torsion: Torsion checking/design. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteBeamST(Name, QY, QZ, Torsion, SeismicLoads, Entities)
    :nocontentsentry:

    Shear & Torsion: Shear and torsion check on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param bool QY: Shear QY: Shear checking/design along element Y direction. 
    :param bool QZ: Shear QZ: Shear checking/design along element Z direction. 
    :param bool Torsion: Torsion: Torsion checking/design. 
    :param  SeismicLoads: seismic loads: Loads are seismic. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteBeamST(Name, QY, QZ, Torsion, Fy, SelectionGroup)
    :nocontentsentry:

    Shear & Torsion: Shear and torsion check on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param bool QY: Shear QY: Shear checking/design along element Y direction. 
    :param bool QZ: Shear QZ: Shear checking/design along element Z direction. 
    :param bool Torsion: Torsion: Torsion checking/design. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteBeamST(Name, QY, QZ, Torsion, SeismicLoads, SelectionGroup)
    :nocontentsentry:

    Shear & Torsion: Shear and torsion check on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param bool QY: Shear QY: Shear checking/design along element Y direction. 
    :param bool QZ: Shear QZ: Shear checking/design along element Z direction. 
    :param bool Torsion: Torsion: Torsion checking/design. 
    :param  SeismicLoads: seismic loads: Loads are seismic. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteBeamST(Name, QY, QZ, Torsion, Fy, Entities)
    :nocontentsentry:

    Shear & Torsion: Shear and torsion check on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param bool QY: Shear QY: Shear checking/design along element Y direction. 
    :param bool QZ: Shear QZ: Shear checking/design along element Z direction. 
    :param bool Torsion: Torsion: Torsion checking/design. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteBeamST(Name, QY, QZ, Torsion, SeismicLoads, Entities)
    :nocontentsentry:

    Shear & Torsion: Shear and torsion check on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param bool QY: Shear QY: Shear checking/design along element Y direction. 
    :param bool QZ: Shear QZ: Shear checking/design along element Z direction. 
    :param bool Torsion: Torsion: Torsion checking/design. 
    :param  SeismicLoads: seismic loads: Loads are seismic. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteBeamST(Name, QY, QZ, Torsion, Fy, SelectionGroup)
    :nocontentsentry:

    Shear & Torsion: Shear and torsion check on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param bool QY: Shear QY: Shear checking/design along element Y direction. 
    :param bool QZ: Shear QZ: Shear checking/design along element Z direction. 
    :param bool Torsion: Torsion: Torsion checking/design. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteBeamST(Name, QY, QZ, Torsion, SeismicLoads, SelectionGroup)
    :nocontentsentry:

    Shear & Torsion: Shear and torsion check on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param bool QY: Shear QY: Shear checking/design along element Y direction. 
    :param bool QZ: Shear QZ: Shear checking/design along element Z direction. 
    :param bool Torsion: Torsion: Torsion checking/design. 
    :param  SeismicLoads: seismic loads: Loads are seismic. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

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

    CEB-FIP: Check the concrete shells using the methodology of the model code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
```

```{eval-rst}
.. py:function:: checkConcreteShellCEB(Name, Entities)
    :nocontentsentry:

    CEB-FIP: Check the concrete shells using the methodology of the model code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellCEB(Name, SelectionGroup)
    :nocontentsentry:

    CEB-FIP: Check the concrete shells using the methodology of the model code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellCEB(Name, Entities)
    :nocontentsentry:

    CEB-FIP: Check the concrete shells using the methodology of the model code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellCEB(Name, SelectionGroup)
    :nocontentsentry:

    CEB-FIP: Check the concrete shells using the methodology of the model code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellCEB(Name, Entities)
    :nocontentsentry:

    CEB-FIP: Check the concrete shells using the methodology of the model code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellCEB(Name, SelectionGroup)
    :nocontentsentry:

    CEB-FIP: Check the concrete shells using the methodology of the model code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellCracking(Name, Smax, TXYin, MXYin)
    :nocontentsentry:

    Cracking: Check cracking on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param  Name: Checking/design file name. 
    :param  Smax: S Max: Maximum spacing between cracks. 
    :param  TXYin: In Plane Shear: Account for in-plane shear. 
    :param  MXYin: Torsion: Account for torsion. 
```

```{eval-rst}
.. py:function:: checkConcreteShellCracking(Name, Smax, TXYin, MXYin, Entities)
    :nocontentsentry:

    Cracking: Check cracking on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param  Name: Checking/design file name. 
    :param  Smax: S Max: Maximum spacing between cracks. 
    :param  TXYin: In Plane Shear: Account for in-plane shear. 
    :param  MXYin: Torsion: Account for torsion. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellCracking(Name, Smax, TXYin, MXYin, SelectionGroup)
    :nocontentsentry:

    Cracking: Check cracking on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param  Name: Checking/design file name. 
    :param  Smax: S Max: Maximum spacing between cracks. 
    :param  TXYin: In Plane Shear: Account for in-plane shear. 
    :param  MXYin: Torsion: Account for torsion. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellCracking(Name, Smax, TXYin, MXYin, Entities)
    :nocontentsentry:

    Cracking: Check cracking on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param  Name: Checking/design file name. 
    :param  Smax: S Max: Maximum spacing between cracks. 
    :param  TXYin: In Plane Shear: Account for in-plane shear. 
    :param  MXYin: Torsion: Account for torsion. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellCracking(Name, Smax, TXYin, MXYin, SelectionGroup)
    :nocontentsentry:

    Cracking: Check cracking on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param  Name: Checking/design file name. 
    :param  Smax: S Max: Maximum spacing between cracks. 
    :param  TXYin: In Plane Shear: Account for in-plane shear. 
    :param  MXYin: Torsion: Account for torsion. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellCracking(Name, Smax, TXYin, MXYin, Entities)
    :nocontentsentry:

    Cracking: Check cracking on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param  Name: Checking/design file name. 
    :param  Smax: S Max: Maximum spacing between cracks. 
    :param  TXYin: In Plane Shear: Account for in-plane shear. 
    :param  MXYin: Torsion: Account for torsion. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellCracking(Name, Smax, TXYin, MXYin, SelectionGroup)
    :nocontentsentry:

    Cracking: Check cracking on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param  Name: Checking/design file name. 
    :param  Smax: S Max: Maximum spacing between cracks. 
    :param  TXYin: In Plane Shear: Account for in-plane shear. 
    :param  MXYin: Torsion: Account for torsion. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellCracking(Name, Wmax, K3, K4, K1, Kt, TXYin, MXYin)
    :nocontentsentry:

    Cracking: Check cracking on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param  Name: Checking/design file name. 
    :param  Wmax: W Max: Maximum crack width. 
    :param  K3: K3: Constants defined in the National Annexe. 
    :param  K4: K4: Constants defined in the National Annexe. 
    :param  K1: K1: Coefficient to take account of the influence of the bond properties of the bonded reinforcement. 
    :param  Kt: Kt: Coefficient to take account of the influence of the duration of the loading. 
    :param  TXYin: In Plane Shear: Account for in-plane shear. 
    :param  MXYin: Torsion: Account for torsion. 
```

```{eval-rst}
.. py:function:: checkConcreteShellCracking(Name, Wmax, K3, K4, K1, Kt, TXYin, MXYin, Entities)
    :nocontentsentry:

    Cracking: Check cracking on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param  Name: Checking/design file name. 
    :param  Wmax: W Max: Maximum crack width. 
    :param  K3: K3: Constants defined in the National Annexe. 
    :param  K4: K4: Constants defined in the National Annexe. 
    :param  K1: K1: Coefficient to take account of the influence of the bond properties of the bonded reinforcement. 
    :param  Kt: Kt: Coefficient to take account of the influence of the duration of the loading. 
    :param  TXYin: In Plane Shear: Account for in-plane shear. 
    :param  MXYin: Torsion: Account for torsion. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellCracking(Name, Wmax, K3, K4, K1, Kt, TXYin, MXYin, SelectionGroup)
    :nocontentsentry:

    Cracking: Check cracking on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param  Name: Checking/design file name. 
    :param  Wmax: W Max: Maximum crack width. 
    :param  K3: K3: Constants defined in the National Annexe. 
    :param  K4: K4: Constants defined in the National Annexe. 
    :param  K1: K1: Coefficient to take account of the influence of the bond properties of the bonded reinforcement. 
    :param  Kt: Kt: Coefficient to take account of the influence of the duration of the loading. 
    :param  TXYin: In Plane Shear: Account for in-plane shear. 
    :param  MXYin: Torsion: Account for torsion. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellCracking(Name, Wmax, K3, K4, K1, Kt, TXYin, MXYin, Entities)
    :nocontentsentry:

    Cracking: Check cracking on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param  Name: Checking/design file name. 
    :param  Wmax: W Max: Maximum crack width. 
    :param  K3: K3: Constants defined in the National Annexe. 
    :param  K4: K4: Constants defined in the National Annexe. 
    :param  K1: K1: Coefficient to take account of the influence of the bond properties of the bonded reinforcement. 
    :param  Kt: Kt: Coefficient to take account of the influence of the duration of the loading. 
    :param  TXYin: In Plane Shear: Account for in-plane shear. 
    :param  MXYin: Torsion: Account for torsion. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellCracking(Name, Wmax, K3, K4, K1, Kt, TXYin, MXYin, SelectionGroup)
    :nocontentsentry:

    Cracking: Check cracking on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param  Name: Checking/design file name. 
    :param  Wmax: W Max: Maximum crack width. 
    :param  K3: K3: Constants defined in the National Annexe. 
    :param  K4: K4: Constants defined in the National Annexe. 
    :param  K1: K1: Coefficient to take account of the influence of the bond properties of the bonded reinforcement. 
    :param  Kt: Kt: Coefficient to take account of the influence of the duration of the loading. 
    :param  TXYin: In Plane Shear: Account for in-plane shear. 
    :param  MXYin: Torsion: Account for torsion. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellCracking(Name, Wmax, K3, K4, K1, Kt, TXYin, MXYin, Entities)
    :nocontentsentry:

    Cracking: Check cracking on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param  Name: Checking/design file name. 
    :param  Wmax: W Max: Maximum crack width. 
    :param  K3: K3: Constants defined in the National Annexe. 
    :param  K4: K4: Constants defined in the National Annexe. 
    :param  K1: K1: Coefficient to take account of the influence of the bond properties of the bonded reinforcement. 
    :param  Kt: Kt: Coefficient to take account of the influence of the duration of the loading. 
    :param  TXYin: In Plane Shear: Account for in-plane shear. 
    :param  MXYin: Torsion: Account for torsion. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellCracking(Name, Wmax, K3, K4, K1, Kt, TXYin, MXYin, SelectionGroup)
    :nocontentsentry:

    Cracking: Check cracking on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param  Name: Checking/design file name. 
    :param  Wmax: W Max: Maximum crack width. 
    :param  K3: K3: Constants defined in the National Annexe. 
    :param  K4: K4: Constants defined in the National Annexe. 
    :param  K1: K1: Coefficient to take account of the influence of the bond properties of the bonded reinforcement. 
    :param  Kt: Kt: Coefficient to take account of the influence of the duration of the loading. 
    :param  TXYin: In Plane Shear: Account for in-plane shear. 
    :param  MXYin: Torsion: Account for torsion. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellIPSH(Name, Fy, StructureType, CheckType)
    :nocontentsentry:

    In Plane Shear: Check for In Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param  Name: Checking/design file name. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param  StructureType: Type of member. 
    :param  CheckType: Type of check. 
```

```{eval-rst}
.. py:function:: checkConcreteShellIPSH(Name, Fy, StructureType, CheckType, Entities)
    :nocontentsentry:

    In Plane Shear: Check for In Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param  Name: Checking/design file name. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param  StructureType: Type of member. 
    :param  CheckType: Type of check. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellIPSH(Name, Fy, StructureType, CheckType, SelectionGroup)
    :nocontentsentry:

    In Plane Shear: Check for In Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param  Name: Checking/design file name. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param  StructureType: Type of member. 
    :param  CheckType: Type of check. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellIPSH(Name, Fy, StructureType, CheckType, Entities)
    :nocontentsentry:

    In Plane Shear: Check for In Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param  Name: Checking/design file name. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param  StructureType: Type of member. 
    :param  CheckType: Type of check. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellIPSH(Name, Fy, StructureType, CheckType, SelectionGroup)
    :nocontentsentry:

    In Plane Shear: Check for In Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param  Name: Checking/design file name. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param  StructureType: Type of member. 
    :param  CheckType: Type of check. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellIPSH(Name, Fy, StructureType, CheckType, Entities)
    :nocontentsentry:

    In Plane Shear: Check for In Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param  Name: Checking/design file name. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param  StructureType: Type of member. 
    :param  CheckType: Type of check. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellIPSH(Name, Fy, StructureType, CheckType, SelectionGroup)
    :nocontentsentry:

    In Plane Shear: Check for In Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param  Name: Checking/design file name. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param  StructureType: Type of member. 
    :param  CheckType: Type of check. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellMUD(Name, StressReinf)
    :nocontentsentry:

    Unfavourable dir.: Check the concrete shells using the methodology of the most unfavourable directions


    :param str Name: Checking/design file name. 
    :param Double StressReinf: Maximum stress allowed in reinforcement. 
```

```{eval-rst}
.. py:function:: checkConcreteShellMUD(Name, StressReinf, Entities)
    :nocontentsentry:

    Unfavourable dir.: Check the concrete shells using the methodology of the most unfavourable directions


    :param str Name: Checking/design file name. 
    :param Double StressReinf: Maximum stress allowed in reinforcement. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellMUD(Name, StressReinf, SelectionGroup)
    :nocontentsentry:

    Unfavourable dir.: Check the concrete shells using the methodology of the most unfavourable directions


    :param str Name: Checking/design file name. 
    :param Double StressReinf: Maximum stress allowed in reinforcement. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellMUD(Name, StressReinf, Entities)
    :nocontentsentry:

    Unfavourable dir.: Check the concrete shells using the methodology of the most unfavourable directions


    :param str Name: Checking/design file name. 
    :param Double StressReinf: Maximum stress allowed in reinforcement. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellMUD(Name, StressReinf, SelectionGroup)
    :nocontentsentry:

    Unfavourable dir.: Check the concrete shells using the methodology of the most unfavourable directions


    :param str Name: Checking/design file name. 
    :param Double StressReinf: Maximum stress allowed in reinforcement. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellMUD(Name, StressReinf, Entities)
    :nocontentsentry:

    Unfavourable dir.: Check the concrete shells using the methodology of the most unfavourable directions


    :param str Name: Checking/design file name. 
    :param Double StressReinf: Maximum stress allowed in reinforcement. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellMUD(Name, StressReinf, SelectionGroup)
    :nocontentsentry:

    Unfavourable dir.: Check the concrete shells using the methodology of the most unfavourable directions


    :param str Name: Checking/design file name. 
    :param Double StressReinf: Maximum stress allowed in reinforcement. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellOD(Name, StressReinf, ForcesAndMoments)
    :nocontentsentry:

    Orthogonal dir.: Check the concrete shells using the methodology of the orthogonal directions

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double StressReinf: Maximum stress allowed in reinforcement. 
    :param Enumerate: { None, Torsion, TorsionCompressionShear, TorsionTensionShear, TorsionShear } ForcesAndMoments: Forces and moments used. 
```

```{eval-rst}
.. py:function:: checkConcreteShellOD(Name, StressReinf, ForcesAndMoments, CriterionType)
    :nocontentsentry:

    Orthogonal dir.: Check the concrete shells using the methodology of the orthogonal directions

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double StressReinf: Maximum stress allowed in reinforcement. 
    :param Enumerate: { None, Torsion, TorsionCompressionShear, TorsionTensionShear, TorsionShear } ForcesAndMoments: Forces and moments used. 
    :param Enumerate: { DiagramCenter, DiagramOrigin, ConstantAxialForce } CriterionType: Criterion type. 
```

```{eval-rst}
.. py:function:: checkConcreteShellOD(Name, StressReinf, ForcesAndMoments, Entities)
    :nocontentsentry:

    Orthogonal dir.: Check the concrete shells using the methodology of the orthogonal directions

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double StressReinf: Maximum stress allowed in reinforcement. 
    :param Enumerate: { None, Torsion, TorsionCompressionShear, TorsionTensionShear, TorsionShear } ForcesAndMoments: Forces and moments used. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellOD(Name, StressReinf, ForcesAndMoments, SelectionGroup)
    :nocontentsentry:

    Orthogonal dir.: Check the concrete shells using the methodology of the orthogonal directions

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double StressReinf: Maximum stress allowed in reinforcement. 
    :param Enumerate: { None, Torsion, TorsionCompressionShear, TorsionTensionShear, TorsionShear } ForcesAndMoments: Forces and moments used. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellOD(Name, StressReinf, ForcesAndMoments, Entities)
    :nocontentsentry:

    Orthogonal dir.: Check the concrete shells using the methodology of the orthogonal directions

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double StressReinf: Maximum stress allowed in reinforcement. 
    :param Enumerate: { None, Torsion, TorsionCompressionShear, TorsionTensionShear, TorsionShear } ForcesAndMoments: Forces and moments used. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellOD(Name, StressReinf, ForcesAndMoments, SelectionGroup)
    :nocontentsentry:

    Orthogonal dir.: Check the concrete shells using the methodology of the orthogonal directions

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double StressReinf: Maximum stress allowed in reinforcement. 
    :param Enumerate: { None, Torsion, TorsionCompressionShear, TorsionTensionShear, TorsionShear } ForcesAndMoments: Forces and moments used. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellOD(Name, StressReinf, ForcesAndMoments, Entities)
    :nocontentsentry:

    Orthogonal dir.: Check the concrete shells using the methodology of the orthogonal directions

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double StressReinf: Maximum stress allowed in reinforcement. 
    :param Enumerate: { None, Torsion, TorsionCompressionShear, TorsionTensionShear, TorsionShear } ForcesAndMoments: Forces and moments used. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellOD(Name, StressReinf, ForcesAndMoments, SelectionGroup)
    :nocontentsentry:

    Orthogonal dir.: Check the concrete shells using the methodology of the orthogonal directions

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double StressReinf: Maximum stress allowed in reinforcement. 
    :param Enumerate: { None, Torsion, TorsionCompressionShear, TorsionTensionShear, TorsionShear } ForcesAndMoments: Forces and moments used. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellOD(Name, StressReinf, ForcesAndMoments, Entities, CriterionType)
    :nocontentsentry:

    Orthogonal dir.: Check the concrete shells using the methodology of the orthogonal directions

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double StressReinf: Maximum stress allowed in reinforcement. 
    :param Enumerate: { None, Torsion, TorsionCompressionShear, TorsionTensionShear, TorsionShear } ForcesAndMoments: Forces and moments used. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
    :param Enumerate: { DiagramCenter, DiagramOrigin, ConstantAxialForce } CriterionType: Criterion type. 
```

```{eval-rst}
.. py:function:: checkConcreteShellOD(Name, StressReinf, ForcesAndMoments, SelectionGroup, CriterionType)
    :nocontentsentry:

    Orthogonal dir.: Check the concrete shells using the methodology of the orthogonal directions

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double StressReinf: Maximum stress allowed in reinforcement. 
    :param Enumerate: { None, Torsion, TorsionCompressionShear, TorsionTensionShear, TorsionShear } ForcesAndMoments: Forces and moments used. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
    :param Enumerate: { DiagramCenter, DiagramOrigin, ConstantAxialForce } CriterionType: Criterion type. 
```

```{eval-rst}
.. py:function:: checkConcreteShellOD(Name, StressReinf, ForcesAndMoments, Entities, CriterionType)
    :nocontentsentry:

    Orthogonal dir.: Check the concrete shells using the methodology of the orthogonal directions

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double StressReinf: Maximum stress allowed in reinforcement. 
    :param Enumerate: { None, Torsion, TorsionCompressionShear, TorsionTensionShear, TorsionShear } ForcesAndMoments: Forces and moments used. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
    :param Enumerate: { DiagramCenter, DiagramOrigin, ConstantAxialForce } CriterionType: Criterion type. 
```

```{eval-rst}
.. py:function:: checkConcreteShellOD(Name, StressReinf, ForcesAndMoments, SelectionGroup, CriterionType)
    :nocontentsentry:

    Orthogonal dir.: Check the concrete shells using the methodology of the orthogonal directions

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double StressReinf: Maximum stress allowed in reinforcement. 
    :param Enumerate: { None, Torsion, TorsionCompressionShear, TorsionTensionShear, TorsionShear } ForcesAndMoments: Forces and moments used. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
    :param Enumerate: { DiagramCenter, DiagramOrigin, ConstantAxialForce } CriterionType: Criterion type. 
```

```{eval-rst}
.. py:function:: checkConcreteShellOD(Name, StressReinf, ForcesAndMoments, Entities, CriterionType)
    :nocontentsentry:

    Orthogonal dir.: Check the concrete shells using the methodology of the orthogonal directions

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double StressReinf: Maximum stress allowed in reinforcement. 
    :param Enumerate: { None, Torsion, TorsionCompressionShear, TorsionTensionShear, TorsionShear } ForcesAndMoments: Forces and moments used. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
    :param Enumerate: { DiagramCenter, DiagramOrigin, ConstantAxialForce } CriterionType: Criterion type. 
```

```{eval-rst}
.. py:function:: checkConcreteShellOD(Name, StressReinf, ForcesAndMoments, SelectionGroup, CriterionType)
    :nocontentsentry:

    Orthogonal dir.: Check the concrete shells using the methodology of the orthogonal directions

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double StressReinf: Maximum stress allowed in reinforcement. 
    :param Enumerate: { None, Torsion, TorsionCompressionShear, TorsionTensionShear, TorsionShear } ForcesAndMoments: Forces and moments used. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
    :param Enumerate: { DiagramCenter, DiagramOrigin, ConstantAxialForce } CriterionType: Criterion type. 
```

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

    Out-Of-Plane Shear: Check for Out-of-Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
```

```{eval-rst}
.. py:function:: checkConcreteShellOPSH(Name, Fy)
    :nocontentsentry:

    Out-Of-Plane Shear: Check for Out-of-Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
```

```{eval-rst}
.. py:function:: checkConcreteShellOPSH(Name, Entities)
    :nocontentsentry:

    Out-Of-Plane Shear: Check for Out-of-Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellOPSH(Name, SelectionGroup)
    :nocontentsentry:

    Out-Of-Plane Shear: Check for Out-of-Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellOPSH(Name, Entities)
    :nocontentsentry:

    Out-Of-Plane Shear: Check for Out-of-Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellOPSH(Name, SelectionGroup)
    :nocontentsentry:

    Out-Of-Plane Shear: Check for Out-of-Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellOPSH(Name, Entities)
    :nocontentsentry:

    Out-Of-Plane Shear: Check for Out-of-Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellOPSH(Name, SelectionGroup)
    :nocontentsentry:

    Out-Of-Plane Shear: Check for Out-of-Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellOPSH(Name, Fy, StructureType)
    :nocontentsentry:

    Out-Of-Plane Shear: Check for Out-of-Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param  StructureType: Type of member. 
```

```{eval-rst}
.. py:function:: checkConcreteShellOPSH(Name, Fy, Entities)
    :nocontentsentry:

    Out-Of-Plane Shear: Check for Out-of-Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellOPSH(Name, Fy, SelectionGroup)
    :nocontentsentry:

    Out-Of-Plane Shear: Check for Out-of-Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellOPSH(Name, Fy, Entities)
    :nocontentsentry:

    Out-Of-Plane Shear: Check for Out-of-Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellOPSH(Name, Fy, SelectionGroup)
    :nocontentsentry:

    Out-Of-Plane Shear: Check for Out-of-Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellOPSH(Name, Fy, Entities)
    :nocontentsentry:

    Out-Of-Plane Shear: Check for Out-of-Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellOPSH(Name, Fy, SelectionGroup)
    :nocontentsentry:

    Out-Of-Plane Shear: Check for Out-of-Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellOPSH(Name, Fy, StructureType, Entities)
    :nocontentsentry:

    Out-Of-Plane Shear: Check for Out-of-Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param  StructureType: Type of member. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellOPSH(Name, Fy, StructureType, SelectionGroup)
    :nocontentsentry:

    Out-Of-Plane Shear: Check for Out-of-Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param  StructureType: Type of member. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellOPSH(Name, Fy, StructureType, Entities)
    :nocontentsentry:

    Out-Of-Plane Shear: Check for Out-of-Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param  StructureType: Type of member. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellOPSH(Name, Fy, StructureType, SelectionGroup)
    :nocontentsentry:

    Out-Of-Plane Shear: Check for Out-of-Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param  StructureType: Type of member. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellOPSH(Name, Fy, StructureType, Entities)
    :nocontentsentry:

    Out-Of-Plane Shear: Check for Out-of-Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param  StructureType: Type of member. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkConcreteShellOPSH(Name, Fy, StructureType, SelectionGroup)
    :nocontentsentry:

    Out-Of-Plane Shear: Check for Out-of-Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param  StructureType: Type of member. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkPSCBeamAxialBending(Name, Dirkey)
    :nocontentsentry:

    Axial Bending (Prestress): Axial bending check on prestressed concrete beams by active code

    |  Alias: checkPSCBeamAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { XY, XZ } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
```

```{eval-rst}
.. py:function:: checkPSCBeamAxialBending(Name, Dirkey, Entities)
    :nocontentsentry:

    Axial Bending (Prestress): Axial bending check on prestressed concrete beams by active code

    |  Alias: checkPSCBeamAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { XY, XZ } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkPSCBeamAxialBending(Name, Dirkey, SelectionGroup)
    :nocontentsentry:

    Axial Bending (Prestress): Axial bending check on prestressed concrete beams by active code

    |  Alias: checkPSCBeamAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { XY, XZ } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkPSCBeamAxialBending(Name, Dirkey, Entities)
    :nocontentsentry:

    Axial Bending (Prestress): Axial bending check on prestressed concrete beams by active code

    |  Alias: checkPSCBeamAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { XY, XZ } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkPSCBeamAxialBending(Name, Dirkey, SelectionGroup)
    :nocontentsentry:

    Axial Bending (Prestress): Axial bending check on prestressed concrete beams by active code

    |  Alias: checkPSCBeamAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { XY, XZ } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkPSCBeamAxialBending(Name, Dirkey, Entities)
    :nocontentsentry:

    Axial Bending (Prestress): Axial bending check on prestressed concrete beams by active code

    |  Alias: checkPSCBeamAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { XY, XZ } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkPSCBeamAxialBending(Name, Dirkey, SelectionGroup)
    :nocontentsentry:

    Axial Bending (Prestress): Axial bending check on prestressed concrete beams by active code

    |  Alias: checkPSCBeamAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { XY, XZ } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkSolidSectionAxialBending(Name, SCMax, SSMax, Dirkey)
    :nocontentsentry:

    Axial Bending: Axial bending check on reinforced concrete beams by active code

    |  Alias: checkSolidSectionAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
```

```{eval-rst}
.. py:function:: checkSolidSectionAxialBending(Name, SCMax, SSMax, Dirkey, CriterionType)
    :nocontentsentry:

    Axial Bending: Axial bending check on reinforced concrete beams by active code

    |  Alias: checkSolidSectionAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param Enumerate: { DiagramCenter, DiagramOrigin, ConstantAxialForce, DiagramCenterOrigin } CriterionType: Criterion type. 
```

```{eval-rst}
.. py:function:: checkSolidSectionAxialBending(Name, SCMax, SSMax, Dirkey, MemberType)
    :nocontentsentry:

    Axial Bending: Axial bending check on reinforced concrete beams by active code

    |  Alias: checkSolidSectionAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param  MemberType: Type of reinforcement. 
```

```{eval-rst}
.. py:function:: checkSolidSectionAxialBending(Name, SCMax, SSMax, Dirkey, MemberType, CriterionType)
    :nocontentsentry:

    Axial Bending: Axial bending check on reinforced concrete beams by active code

    |  Alias: checkSolidSectionAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param  MemberType: Type of reinforcement. 
    :param Enumerate: { DiagramCenter, DiagramOrigin, ConstantAxialForce, DiagramCenterOrigin } CriterionType: Criterion type. 
```

```{eval-rst}
.. py:function:: checkSolidSectionCracking(Name, CrackingDirkey, Smax)
    :nocontentsentry:

    Cracking: Cracking check on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { XY, XZ } CrackingDirkey: Dirkey: Key identifying the cracking plane. 
    :param  Smax: S reference: Bar spacing. 
```

```{eval-rst}
.. py:function:: checkSolidSectionCracking(Name, CrackingDirkey, Wmax, K1, Kt, K3, K4)
    :nocontentsentry:

    Cracking: Cracking check on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { XY, XZ } CrackingDirkey: Dirkey: Key identifying the cracking plane. 
    :param Double Wmax: Wmax: Maximum crack width. 
    :param Enumerate: { QY, QZ, Torsion, TorQY, TorQZ, BiaxialBending, XY, XZ, TD, Spiral, Others, HBB, PB, PL, STL, GBC, PBC } K1: k1: Coefficient to take account of the influence of the bond properties of the bonded reinforcement. 
    :param Enumerate: { QY, QZ, Torsion, TorQY, TorQZ, BiaxialBending, XY, XZ, TD, Spiral, Others, HBB, PB, PL, STL, GBC, PBC } Kt: kt: Coefficient to take account of the influence of the duration of the loading. 
    :param Double K3: k3: Constants defined in the National Annexe(=3.4 by default). 
    :param Double K4: k4: Constants defined in the National Annexe(=0.425 by default). 
```

```{eval-rst}
.. py:function:: checkSolidSectionST(Name, QY, QZ, Torsion)
    :nocontentsentry:

    Shear & Torsion: Shear and torsion check on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param bool QY: Shear QY: Shear checking/design along element Y direction. 
    :param bool QZ: Shear QZ: Shear checking/design along element Z direction. 
    :param bool Torsion: Torsion: Torsion checking/design. 
```

```{eval-rst}
.. py:function:: checkSolidSectionST(Name, QY, QZ, Torsion, Fy)
    :nocontentsentry:

    Shear & Torsion: Shear and torsion check on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param bool QY: Shear QY: Shear checking/design along element Y direction. 
    :param bool QZ: Shear QZ: Shear checking/design along element Z direction. 
    :param bool Torsion: Torsion: Torsion checking/design. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
```

```{eval-rst}
.. py:function:: checkSolidSectionST(Name, QY, QZ, Torsion, SeismicLoads)
    :nocontentsentry:

    Shear & Torsion: Shear and torsion check on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param bool QY: Shear QY: Shear checking/design along element Y direction. 
    :param bool QZ: Shear QZ: Shear checking/design along element Z direction. 
    :param bool Torsion: Torsion: Torsion checking/design. 
    :param  SeismicLoads: seismic loads: Loads are seismic. 
```

```{eval-rst}
.. py:function:: checkSteelBeam(Name, Loading)
    :nocontentsentry:

    Check beams: Check the steel beams according to the active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { BmShear, BmTorsion, BmShtr, BmAxialBending, BmCrack, ShCrack, Wood, CEB, VF, MUD, OPShear, IPShear, TShear, RShear, AxialBendSh, Comp, Tens, Bend, BendShear, BendAxial, BendAxialShear, BuckComp, BuckBend, BuckBendComp, BuckCompFlex, BuckBendTens, BuckBendCompTor, PltGird, BendAxlShearTor, CompBend, TensBend } Loading: Loading. 
```

```{eval-rst}
.. py:function:: checkSteelBeam(Name, Loading, AxisEC3)
    :nocontentsentry:

    Check beams: Check the steel beams according to the active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { BmShear, BmTorsion, BmShtr, BmAxialBending, BmCrack, ShCrack, Wood, CEB, VF, MUD, OPShear, IPShear, TShear, RShear, AxialBendSh, Comp, Tens, Bend, BendShear, BendAxial, BendAxialShear, BuckComp, BuckBend, BuckBendComp, BuckCompFlex, BuckBendTens, BuckBendCompTor, PltGird, BendAxlShearTor, CompBend, TensBend } Loading: Loading. 
    :param Enumerate: { AxisEC3, AxisIS800, AxisBS5950, CheckAxis, Z_Neg, Z_Pos, Y_Neg, Y_Pos, Z, Y, AxisSTRUCT_CODE_SP } AxisEC3: Bending axis: Y axis of Eurocode. 
```

```{eval-rst}
.. py:function:: checkSteelBeam(Name, Loading, AxisSTRUCT_CODE_SP)
    :nocontentsentry:

    Check beams: Check the steel beams according to the active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { BmShear, BmTorsion, BmShtr, BmAxialBending, BmCrack, ShCrack, Wood, CEB, VF, MUD, OPShear, IPShear, TShear, RShear, AxialBendSh, Comp, Tens, Bend, BendShear, BendAxial, BendAxialShear, BuckComp, BuckBend, BuckBendComp, BuckCompFlex, BuckBendTens, BuckBendCompTor, PltGird, BendAxlShearTor, CompBend, TensBend } Loading: Loading. 
    :param  AxisSTRUCT_CODE_SP: Bending axis: Y axis of Structural Code. 
```

```{eval-rst}
.. py:function:: checkSteelBeam(Name, Loading, AxisIS800)
    :nocontentsentry:

    Check beams: Check the steel beams according to the active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { BmShear, BmTorsion, BmShtr, BmAxialBending, BmCrack, ShCrack, Wood, CEB, VF, MUD, OPShear, IPShear, TShear, RShear, AxialBendSh, Comp, Tens, Bend, BendShear, BendAxial, BendAxialShear, BuckComp, BuckBend, BuckBendComp, BuckCompFlex, BuckBendTens, BuckBendCompTor, PltGird, BendAxlShearTor, CompBend, TensBend } Loading: Loading. 
    :param  AxisIS800: Bending axis: Z axis of IS800. 
```

```{eval-rst}
.. py:function:: checkSteelBeam(Name, Loading, AxisBS5950)
    :nocontentsentry:

    Check beams: Check the steel beams according to the active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { BmShear, BmTorsion, BmShtr, BmAxialBending, BmCrack, ShCrack, Wood, CEB, VF, MUD, OPShear, IPShear, TShear, RShear, AxialBendSh, Comp, Tens, Bend, BendShear, BendAxial, BendAxialShear, BuckComp, BuckBend, BuckBendComp, BuckCompFlex, BuckBendTens, BuckBendCompTor, PltGird, BendAxlShearTor, CompBend, TensBend } Loading: Loading. 
    :param  AxisBS5950: Bending axis: X axis of BS_5950. 
```

```{eval-rst}
.. py:function:: checkSteelBeam(Name, Loading, CheckAxis)
    :nocontentsentry:

    Check beams: Check the steel beams according to the active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { BmShear, BmTorsion, BmShtr, BmAxialBending, BmCrack, ShCrack, Wood, CEB, VF, MUD, OPShear, IPShear, TShear, RShear, AxialBendSh, Comp, Tens, Bend, BendShear, BendAxial, BendAxialShear, BuckComp, BuckBend, BuckBendComp, BuckCompFlex, BuckBendTens, BuckBendCompTor, PltGird, BendAxlShearTor, CompBend, TensBend } Loading: Loading. 
    :param  CheckAxis: Check axis: Local bending axis of section. 
```

```{eval-rst}
.. py:function:: checkSteelBeam(Name, Loading, Entities)
    :nocontentsentry:

    Check beams: Check the steel beams according to the active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { BmShear, BmTorsion, BmShtr, BmAxialBending, BmCrack, ShCrack, Wood, CEB, VF, MUD, OPShear, IPShear, TShear, RShear, AxialBendSh, Comp, Tens, Bend, BendShear, BendAxial, BendAxialShear, BuckComp, BuckBend, BuckBendComp, BuckCompFlex, BuckBendTens, BuckBendCompTor, PltGird, BendAxlShearTor, CompBend, TensBend } Loading: Loading. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkSteelBeam(Name, Loading, SelectionGroup)
    :nocontentsentry:

    Check beams: Check the steel beams according to the active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { BmShear, BmTorsion, BmShtr, BmAxialBending, BmCrack, ShCrack, Wood, CEB, VF, MUD, OPShear, IPShear, TShear, RShear, AxialBendSh, Comp, Tens, Bend, BendShear, BendAxial, BendAxialShear, BuckComp, BuckBend, BuckBendComp, BuckCompFlex, BuckBendTens, BuckBendCompTor, PltGird, BendAxlShearTor, CompBend, TensBend } Loading: Loading. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkSteelBeam(Name, Loading, Entities)
    :nocontentsentry:

    Check beams: Check the steel beams according to the active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { BmShear, BmTorsion, BmShtr, BmAxialBending, BmCrack, ShCrack, Wood, CEB, VF, MUD, OPShear, IPShear, TShear, RShear, AxialBendSh, Comp, Tens, Bend, BendShear, BendAxial, BendAxialShear, BuckComp, BuckBend, BuckBendComp, BuckCompFlex, BuckBendTens, BuckBendCompTor, PltGird, BendAxlShearTor, CompBend, TensBend } Loading: Loading. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkSteelBeam(Name, Loading, SelectionGroup)
    :nocontentsentry:

    Check beams: Check the steel beams according to the active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { BmShear, BmTorsion, BmShtr, BmAxialBending, BmCrack, ShCrack, Wood, CEB, VF, MUD, OPShear, IPShear, TShear, RShear, AxialBendSh, Comp, Tens, Bend, BendShear, BendAxial, BendAxialShear, BuckComp, BuckBend, BuckBendComp, BuckCompFlex, BuckBendTens, BuckBendCompTor, PltGird, BendAxlShearTor, CompBend, TensBend } Loading: Loading. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkSteelBeam(Name, Loading, Entities)
    :nocontentsentry:

    Check beams: Check the steel beams according to the active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { BmShear, BmTorsion, BmShtr, BmAxialBending, BmCrack, ShCrack, Wood, CEB, VF, MUD, OPShear, IPShear, TShear, RShear, AxialBendSh, Comp, Tens, Bend, BendShear, BendAxial, BendAxialShear, BuckComp, BuckBend, BuckBendComp, BuckCompFlex, BuckBendTens, BuckBendCompTor, PltGird, BendAxlShearTor, CompBend, TensBend } Loading: Loading. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkSteelBeam(Name, Loading, SelectionGroup)
    :nocontentsentry:

    Check beams: Check the steel beams according to the active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { BmShear, BmTorsion, BmShtr, BmAxialBending, BmCrack, ShCrack, Wood, CEB, VF, MUD, OPShear, IPShear, TShear, RShear, AxialBendSh, Comp, Tens, Bend, BendShear, BendAxial, BendAxialShear, BuckComp, BuckBend, BuckBendComp, BuckCompFlex, BuckBendTens, BuckBendCompTor, PltGird, BendAxlShearTor, CompBend, TensBend } Loading: Loading. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkSteelBeam(Name, Loading, AxisEC3, Entities)
    :nocontentsentry:

    Check beams: Check the steel beams according to the active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { BmShear, BmTorsion, BmShtr, BmAxialBending, BmCrack, ShCrack, Wood, CEB, VF, MUD, OPShear, IPShear, TShear, RShear, AxialBendSh, Comp, Tens, Bend, BendShear, BendAxial, BendAxialShear, BuckComp, BuckBend, BuckBendComp, BuckCompFlex, BuckBendTens, BuckBendCompTor, PltGird, BendAxlShearTor, CompBend, TensBend } Loading: Loading. 
    :param Enumerate: { AxisEC3, AxisIS800, AxisBS5950, CheckAxis, Z_Neg, Z_Pos, Y_Neg, Y_Pos, Z, Y, AxisSTRUCT_CODE_SP } AxisEC3: Bending axis: Y axis of Eurocode. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkSteelBeam(Name, Loading, AxisSTRUCT_CODE_SP, Entities)
    :nocontentsentry:

    Check beams: Check the steel beams according to the active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { BmShear, BmTorsion, BmShtr, BmAxialBending, BmCrack, ShCrack, Wood, CEB, VF, MUD, OPShear, IPShear, TShear, RShear, AxialBendSh, Comp, Tens, Bend, BendShear, BendAxial, BendAxialShear, BuckComp, BuckBend, BuckBendComp, BuckCompFlex, BuckBendTens, BuckBendCompTor, PltGird, BendAxlShearTor, CompBend, TensBend } Loading: Loading. 
    :param  AxisSTRUCT_CODE_SP: Bending axis: Y axis of Structural Code. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkSteelBeam(Name, Loading, AxisIS800, Entities)
    :nocontentsentry:

    Check beams: Check the steel beams according to the active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { BmShear, BmTorsion, BmShtr, BmAxialBending, BmCrack, ShCrack, Wood, CEB, VF, MUD, OPShear, IPShear, TShear, RShear, AxialBendSh, Comp, Tens, Bend, BendShear, BendAxial, BendAxialShear, BuckComp, BuckBend, BuckBendComp, BuckCompFlex, BuckBendTens, BuckBendCompTor, PltGird, BendAxlShearTor, CompBend, TensBend } Loading: Loading. 
    :param  AxisIS800: Bending axis: Z axis of IS800. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkSteelBeam(Name, Loading, AxisBS5950, Entities)
    :nocontentsentry:

    Check beams: Check the steel beams according to the active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { BmShear, BmTorsion, BmShtr, BmAxialBending, BmCrack, ShCrack, Wood, CEB, VF, MUD, OPShear, IPShear, TShear, RShear, AxialBendSh, Comp, Tens, Bend, BendShear, BendAxial, BendAxialShear, BuckComp, BuckBend, BuckBendComp, BuckCompFlex, BuckBendTens, BuckBendCompTor, PltGird, BendAxlShearTor, CompBend, TensBend } Loading: Loading. 
    :param  AxisBS5950: Bending axis: X axis of BS_5950. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkSteelBeam(Name, Loading, CheckAxis, Entities)
    :nocontentsentry:

    Check beams: Check the steel beams according to the active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { BmShear, BmTorsion, BmShtr, BmAxialBending, BmCrack, ShCrack, Wood, CEB, VF, MUD, OPShear, IPShear, TShear, RShear, AxialBendSh, Comp, Tens, Bend, BendShear, BendAxial, BendAxialShear, BuckComp, BuckBend, BuckBendComp, BuckCompFlex, BuckBendTens, BuckBendCompTor, PltGird, BendAxlShearTor, CompBend, TensBend } Loading: Loading. 
    :param  CheckAxis: Check axis: Local bending axis of section. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkSteelBeam(Name, Loading, AxisEC3, SelectionGroup)
    :nocontentsentry:

    Check beams: Check the steel beams according to the active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { BmShear, BmTorsion, BmShtr, BmAxialBending, BmCrack, ShCrack, Wood, CEB, VF, MUD, OPShear, IPShear, TShear, RShear, AxialBendSh, Comp, Tens, Bend, BendShear, BendAxial, BendAxialShear, BuckComp, BuckBend, BuckBendComp, BuckCompFlex, BuckBendTens, BuckBendCompTor, PltGird, BendAxlShearTor, CompBend, TensBend } Loading: Loading. 
    :param Enumerate: { AxisEC3, AxisIS800, AxisBS5950, CheckAxis, Z_Neg, Z_Pos, Y_Neg, Y_Pos, Z, Y, AxisSTRUCT_CODE_SP } AxisEC3: Bending axis: Y axis of Eurocode. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkSteelBeam(Name, Loading, AxisSTRUCT_CODE_SP, SelectionGroup)
    :nocontentsentry:

    Check beams: Check the steel beams according to the active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { BmShear, BmTorsion, BmShtr, BmAxialBending, BmCrack, ShCrack, Wood, CEB, VF, MUD, OPShear, IPShear, TShear, RShear, AxialBendSh, Comp, Tens, Bend, BendShear, BendAxial, BendAxialShear, BuckComp, BuckBend, BuckBendComp, BuckCompFlex, BuckBendTens, BuckBendCompTor, PltGird, BendAxlShearTor, CompBend, TensBend } Loading: Loading. 
    :param  AxisSTRUCT_CODE_SP: Bending axis: Y axis of Structural Code. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkSteelBeam(Name, Loading, AxisIS800, SelectionGroup)
    :nocontentsentry:

    Check beams: Check the steel beams according to the active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { BmShear, BmTorsion, BmShtr, BmAxialBending, BmCrack, ShCrack, Wood, CEB, VF, MUD, OPShear, IPShear, TShear, RShear, AxialBendSh, Comp, Tens, Bend, BendShear, BendAxial, BendAxialShear, BuckComp, BuckBend, BuckBendComp, BuckCompFlex, BuckBendTens, BuckBendCompTor, PltGird, BendAxlShearTor, CompBend, TensBend } Loading: Loading. 
    :param  AxisIS800: Bending axis: Z axis of IS800. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkSteelBeam(Name, Loading, AxisBS5950, SelectionGroup)
    :nocontentsentry:

    Check beams: Check the steel beams according to the active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { BmShear, BmTorsion, BmShtr, BmAxialBending, BmCrack, ShCrack, Wood, CEB, VF, MUD, OPShear, IPShear, TShear, RShear, AxialBendSh, Comp, Tens, Bend, BendShear, BendAxial, BendAxialShear, BuckComp, BuckBend, BuckBendComp, BuckCompFlex, BuckBendTens, BuckBendCompTor, PltGird, BendAxlShearTor, CompBend, TensBend } Loading: Loading. 
    :param  AxisBS5950: Bending axis: X axis of BS_5950. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkSteelBeam(Name, Loading, CheckAxis, SelectionGroup)
    :nocontentsentry:

    Check beams: Check the steel beams according to the active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { BmShear, BmTorsion, BmShtr, BmAxialBending, BmCrack, ShCrack, Wood, CEB, VF, MUD, OPShear, IPShear, TShear, RShear, AxialBendSh, Comp, Tens, Bend, BendShear, BendAxial, BendAxialShear, BuckComp, BuckBend, BuckBendComp, BuckCompFlex, BuckBendTens, BuckBendCompTor, PltGird, BendAxlShearTor, CompBend, TensBend } Loading: Loading. 
    :param  CheckAxis: Check axis: Local bending axis of section. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkSteelBeam(Name, Loading, AxisEC3, Entities)
    :nocontentsentry:

    Check beams: Check the steel beams according to the active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { BmShear, BmTorsion, BmShtr, BmAxialBending, BmCrack, ShCrack, Wood, CEB, VF, MUD, OPShear, IPShear, TShear, RShear, AxialBendSh, Comp, Tens, Bend, BendShear, BendAxial, BendAxialShear, BuckComp, BuckBend, BuckBendComp, BuckCompFlex, BuckBendTens, BuckBendCompTor, PltGird, BendAxlShearTor, CompBend, TensBend } Loading: Loading. 
    :param Enumerate: { AxisEC3, AxisIS800, AxisBS5950, CheckAxis, Z_Neg, Z_Pos, Y_Neg, Y_Pos, Z, Y, AxisSTRUCT_CODE_SP } AxisEC3: Bending axis: Y axis of Eurocode. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkSteelBeam(Name, Loading, AxisSTRUCT_CODE_SP, Entities)
    :nocontentsentry:

    Check beams: Check the steel beams according to the active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { BmShear, BmTorsion, BmShtr, BmAxialBending, BmCrack, ShCrack, Wood, CEB, VF, MUD, OPShear, IPShear, TShear, RShear, AxialBendSh, Comp, Tens, Bend, BendShear, BendAxial, BendAxialShear, BuckComp, BuckBend, BuckBendComp, BuckCompFlex, BuckBendTens, BuckBendCompTor, PltGird, BendAxlShearTor, CompBend, TensBend } Loading: Loading. 
    :param  AxisSTRUCT_CODE_SP: Bending axis: Y axis of Structural Code. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkSteelBeam(Name, Loading, AxisIS800, Entities)
    :nocontentsentry:

    Check beams: Check the steel beams according to the active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { BmShear, BmTorsion, BmShtr, BmAxialBending, BmCrack, ShCrack, Wood, CEB, VF, MUD, OPShear, IPShear, TShear, RShear, AxialBendSh, Comp, Tens, Bend, BendShear, BendAxial, BendAxialShear, BuckComp, BuckBend, BuckBendComp, BuckCompFlex, BuckBendTens, BuckBendCompTor, PltGird, BendAxlShearTor, CompBend, TensBend } Loading: Loading. 
    :param  AxisIS800: Bending axis: Z axis of IS800. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkSteelBeam(Name, Loading, AxisBS5950, Entities)
    :nocontentsentry:

    Check beams: Check the steel beams according to the active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { BmShear, BmTorsion, BmShtr, BmAxialBending, BmCrack, ShCrack, Wood, CEB, VF, MUD, OPShear, IPShear, TShear, RShear, AxialBendSh, Comp, Tens, Bend, BendShear, BendAxial, BendAxialShear, BuckComp, BuckBend, BuckBendComp, BuckCompFlex, BuckBendTens, BuckBendCompTor, PltGird, BendAxlShearTor, CompBend, TensBend } Loading: Loading. 
    :param  AxisBS5950: Bending axis: X axis of BS_5950. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkSteelBeam(Name, Loading, CheckAxis, Entities)
    :nocontentsentry:

    Check beams: Check the steel beams according to the active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { BmShear, BmTorsion, BmShtr, BmAxialBending, BmCrack, ShCrack, Wood, CEB, VF, MUD, OPShear, IPShear, TShear, RShear, AxialBendSh, Comp, Tens, Bend, BendShear, BendAxial, BendAxialShear, BuckComp, BuckBend, BuckBendComp, BuckCompFlex, BuckBendTens, BuckBendCompTor, PltGird, BendAxlShearTor, CompBend, TensBend } Loading: Loading. 
    :param  CheckAxis: Check axis: Local bending axis of section. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkSteelBeam(Name, Loading, AxisEC3, SelectionGroup)
    :nocontentsentry:

    Check beams: Check the steel beams according to the active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { BmShear, BmTorsion, BmShtr, BmAxialBending, BmCrack, ShCrack, Wood, CEB, VF, MUD, OPShear, IPShear, TShear, RShear, AxialBendSh, Comp, Tens, Bend, BendShear, BendAxial, BendAxialShear, BuckComp, BuckBend, BuckBendComp, BuckCompFlex, BuckBendTens, BuckBendCompTor, PltGird, BendAxlShearTor, CompBend, TensBend } Loading: Loading. 
    :param Enumerate: { AxisEC3, AxisIS800, AxisBS5950, CheckAxis, Z_Neg, Z_Pos, Y_Neg, Y_Pos, Z, Y, AxisSTRUCT_CODE_SP } AxisEC3: Bending axis: Y axis of Eurocode. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkSteelBeam(Name, Loading, AxisSTRUCT_CODE_SP, SelectionGroup)
    :nocontentsentry:

    Check beams: Check the steel beams according to the active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { BmShear, BmTorsion, BmShtr, BmAxialBending, BmCrack, ShCrack, Wood, CEB, VF, MUD, OPShear, IPShear, TShear, RShear, AxialBendSh, Comp, Tens, Bend, BendShear, BendAxial, BendAxialShear, BuckComp, BuckBend, BuckBendComp, BuckCompFlex, BuckBendTens, BuckBendCompTor, PltGird, BendAxlShearTor, CompBend, TensBend } Loading: Loading. 
    :param  AxisSTRUCT_CODE_SP: Bending axis: Y axis of Structural Code. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkSteelBeam(Name, Loading, AxisIS800, SelectionGroup)
    :nocontentsentry:

    Check beams: Check the steel beams according to the active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { BmShear, BmTorsion, BmShtr, BmAxialBending, BmCrack, ShCrack, Wood, CEB, VF, MUD, OPShear, IPShear, TShear, RShear, AxialBendSh, Comp, Tens, Bend, BendShear, BendAxial, BendAxialShear, BuckComp, BuckBend, BuckBendComp, BuckCompFlex, BuckBendTens, BuckBendCompTor, PltGird, BendAxlShearTor, CompBend, TensBend } Loading: Loading. 
    :param  AxisIS800: Bending axis: Z axis of IS800. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkSteelBeam(Name, Loading, AxisBS5950, SelectionGroup)
    :nocontentsentry:

    Check beams: Check the steel beams according to the active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { BmShear, BmTorsion, BmShtr, BmAxialBending, BmCrack, ShCrack, Wood, CEB, VF, MUD, OPShear, IPShear, TShear, RShear, AxialBendSh, Comp, Tens, Bend, BendShear, BendAxial, BendAxialShear, BuckComp, BuckBend, BuckBendComp, BuckCompFlex, BuckBendTens, BuckBendCompTor, PltGird, BendAxlShearTor, CompBend, TensBend } Loading: Loading. 
    :param  AxisBS5950: Bending axis: X axis of BS_5950. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkSteelBeam(Name, Loading, CheckAxis, SelectionGroup)
    :nocontentsentry:

    Check beams: Check the steel beams according to the active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { BmShear, BmTorsion, BmShtr, BmAxialBending, BmCrack, ShCrack, Wood, CEB, VF, MUD, OPShear, IPShear, TShear, RShear, AxialBendSh, Comp, Tens, Bend, BendShear, BendAxial, BendAxialShear, BuckComp, BuckBend, BuckBendComp, BuckCompFlex, BuckBendTens, BuckBendCompTor, PltGird, BendAxlShearTor, CompBend, TensBend } Loading: Loading. 
    :param  CheckAxis: Check axis: Local bending axis of section. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkSteelBeam(Name, Loading, AxisEC3, Entities)
    :nocontentsentry:

    Check beams: Check the steel beams according to the active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { BmShear, BmTorsion, BmShtr, BmAxialBending, BmCrack, ShCrack, Wood, CEB, VF, MUD, OPShear, IPShear, TShear, RShear, AxialBendSh, Comp, Tens, Bend, BendShear, BendAxial, BendAxialShear, BuckComp, BuckBend, BuckBendComp, BuckCompFlex, BuckBendTens, BuckBendCompTor, PltGird, BendAxlShearTor, CompBend, TensBend } Loading: Loading. 
    :param Enumerate: { AxisEC3, AxisIS800, AxisBS5950, CheckAxis, Z_Neg, Z_Pos, Y_Neg, Y_Pos, Z, Y, AxisSTRUCT_CODE_SP } AxisEC3: Bending axis: Y axis of Eurocode. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkSteelBeam(Name, Loading, AxisSTRUCT_CODE_SP, Entities)
    :nocontentsentry:

    Check beams: Check the steel beams according to the active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { BmShear, BmTorsion, BmShtr, BmAxialBending, BmCrack, ShCrack, Wood, CEB, VF, MUD, OPShear, IPShear, TShear, RShear, AxialBendSh, Comp, Tens, Bend, BendShear, BendAxial, BendAxialShear, BuckComp, BuckBend, BuckBendComp, BuckCompFlex, BuckBendTens, BuckBendCompTor, PltGird, BendAxlShearTor, CompBend, TensBend } Loading: Loading. 
    :param  AxisSTRUCT_CODE_SP: Bending axis: Y axis of Structural Code. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkSteelBeam(Name, Loading, AxisIS800, Entities)
    :nocontentsentry:

    Check beams: Check the steel beams according to the active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { BmShear, BmTorsion, BmShtr, BmAxialBending, BmCrack, ShCrack, Wood, CEB, VF, MUD, OPShear, IPShear, TShear, RShear, AxialBendSh, Comp, Tens, Bend, BendShear, BendAxial, BendAxialShear, BuckComp, BuckBend, BuckBendComp, BuckCompFlex, BuckBendTens, BuckBendCompTor, PltGird, BendAxlShearTor, CompBend, TensBend } Loading: Loading. 
    :param  AxisIS800: Bending axis: Z axis of IS800. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkSteelBeam(Name, Loading, AxisBS5950, Entities)
    :nocontentsentry:

    Check beams: Check the steel beams according to the active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { BmShear, BmTorsion, BmShtr, BmAxialBending, BmCrack, ShCrack, Wood, CEB, VF, MUD, OPShear, IPShear, TShear, RShear, AxialBendSh, Comp, Tens, Bend, BendShear, BendAxial, BendAxialShear, BuckComp, BuckBend, BuckBendComp, BuckCompFlex, BuckBendTens, BuckBendCompTor, PltGird, BendAxlShearTor, CompBend, TensBend } Loading: Loading. 
    :param  AxisBS5950: Bending axis: X axis of BS_5950. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkSteelBeam(Name, Loading, CheckAxis, Entities)
    :nocontentsentry:

    Check beams: Check the steel beams according to the active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { BmShear, BmTorsion, BmShtr, BmAxialBending, BmCrack, ShCrack, Wood, CEB, VF, MUD, OPShear, IPShear, TShear, RShear, AxialBendSh, Comp, Tens, Bend, BendShear, BendAxial, BendAxialShear, BuckComp, BuckBend, BuckBendComp, BuckCompFlex, BuckBendTens, BuckBendCompTor, PltGird, BendAxlShearTor, CompBend, TensBend } Loading: Loading. 
    :param  CheckAxis: Check axis: Local bending axis of section. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkSteelBeam(Name, Loading, AxisEC3, SelectionGroup)
    :nocontentsentry:

    Check beams: Check the steel beams according to the active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { BmShear, BmTorsion, BmShtr, BmAxialBending, BmCrack, ShCrack, Wood, CEB, VF, MUD, OPShear, IPShear, TShear, RShear, AxialBendSh, Comp, Tens, Bend, BendShear, BendAxial, BendAxialShear, BuckComp, BuckBend, BuckBendComp, BuckCompFlex, BuckBendTens, BuckBendCompTor, PltGird, BendAxlShearTor, CompBend, TensBend } Loading: Loading. 
    :param Enumerate: { AxisEC3, AxisIS800, AxisBS5950, CheckAxis, Z_Neg, Z_Pos, Y_Neg, Y_Pos, Z, Y, AxisSTRUCT_CODE_SP } AxisEC3: Bending axis: Y axis of Eurocode. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkSteelBeam(Name, Loading, AxisSTRUCT_CODE_SP, SelectionGroup)
    :nocontentsentry:

    Check beams: Check the steel beams according to the active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { BmShear, BmTorsion, BmShtr, BmAxialBending, BmCrack, ShCrack, Wood, CEB, VF, MUD, OPShear, IPShear, TShear, RShear, AxialBendSh, Comp, Tens, Bend, BendShear, BendAxial, BendAxialShear, BuckComp, BuckBend, BuckBendComp, BuckCompFlex, BuckBendTens, BuckBendCompTor, PltGird, BendAxlShearTor, CompBend, TensBend } Loading: Loading. 
    :param  AxisSTRUCT_CODE_SP: Bending axis: Y axis of Structural Code. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkSteelBeam(Name, Loading, AxisIS800, SelectionGroup)
    :nocontentsentry:

    Check beams: Check the steel beams according to the active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { BmShear, BmTorsion, BmShtr, BmAxialBending, BmCrack, ShCrack, Wood, CEB, VF, MUD, OPShear, IPShear, TShear, RShear, AxialBendSh, Comp, Tens, Bend, BendShear, BendAxial, BendAxialShear, BuckComp, BuckBend, BuckBendComp, BuckCompFlex, BuckBendTens, BuckBendCompTor, PltGird, BendAxlShearTor, CompBend, TensBend } Loading: Loading. 
    :param  AxisIS800: Bending axis: Z axis of IS800. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkSteelBeam(Name, Loading, AxisBS5950, SelectionGroup)
    :nocontentsentry:

    Check beams: Check the steel beams according to the active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { BmShear, BmTorsion, BmShtr, BmAxialBending, BmCrack, ShCrack, Wood, CEB, VF, MUD, OPShear, IPShear, TShear, RShear, AxialBendSh, Comp, Tens, Bend, BendShear, BendAxial, BendAxialShear, BuckComp, BuckBend, BuckBendComp, BuckCompFlex, BuckBendTens, BuckBendCompTor, PltGird, BendAxlShearTor, CompBend, TensBend } Loading: Loading. 
    :param  AxisBS5950: Bending axis: X axis of BS_5950. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: checkSteelBeam(Name, Loading, CheckAxis, SelectionGroup)
    :nocontentsentry:

    Check beams: Check the steel beams according to the active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Enumerate: { BmShear, BmTorsion, BmShtr, BmAxialBending, BmCrack, ShCrack, Wood, CEB, VF, MUD, OPShear, IPShear, TShear, RShear, AxialBendSh, Comp, Tens, Bend, BendShear, BendAxial, BendAxialShear, BuckComp, BuckBend, BuckBendComp, BuckCompFlex, BuckBendTens, BuckBendCompTor, PltGird, BendAxlShearTor, CompBend, TensBend } Loading: Loading. 
    :param  CheckAxis: Check axis: Local bending axis of section. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteBeamAxialBending(Name, SCMax, SSMax, Wmin, Wmax, Dirkey)
    :nocontentsentry:

    Axial Bending: Axial bending design on reinforced concrete beams by active code

    |  Alias: designConcreteBeamAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Double Wmin: minimum amount: Minimum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.
    :param Double Wmax: maximum amount: Maximum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
```

```{eval-rst}
.. py:function:: designConcreteBeamAxialBending(Name, SCMax, SSMax, Wmin, Wmax, Dirkey, MemberType)
    :nocontentsentry:

    Axial Bending: Axial bending design on reinforced concrete beams by active code

    |  Alias: designConcreteBeamAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Double Wmin: minimum amount: Minimum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.
    :param Double Wmax: maximum amount: Maximum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param  MemberType: Type of reinforcement. 
```

```{eval-rst}
.. py:function:: designConcreteBeamAxialBending(Name, SCMax, SSMax, Wmin, Wmax, Dirkey, Entities)
    :nocontentsentry:

    Axial Bending: Axial bending design on reinforced concrete beams by active code

    |  Alias: designConcreteBeamAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Double Wmin: minimum amount: Minimum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.
    :param Double Wmax: maximum amount: Maximum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteBeamAxialBending(Name, SCMax, SSMax, Wmin, Wmax, Dirkey, SelectionGroup)
    :nocontentsentry:

    Axial Bending: Axial bending design on reinforced concrete beams by active code

    |  Alias: designConcreteBeamAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Double Wmin: minimum amount: Minimum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.
    :param Double Wmax: maximum amount: Maximum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteBeamAxialBending(Name, SCMax, SSMax, Wmin, Wmax, Dirkey, Entities)
    :nocontentsentry:

    Axial Bending: Axial bending design on reinforced concrete beams by active code

    |  Alias: designConcreteBeamAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Double Wmin: minimum amount: Minimum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.
    :param Double Wmax: maximum amount: Maximum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteBeamAxialBending(Name, SCMax, SSMax, Wmin, Wmax, Dirkey, SelectionGroup)
    :nocontentsentry:

    Axial Bending: Axial bending design on reinforced concrete beams by active code

    |  Alias: designConcreteBeamAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Double Wmin: minimum amount: Minimum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.
    :param Double Wmax: maximum amount: Maximum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteBeamAxialBending(Name, SCMax, SSMax, Wmin, Wmax, Dirkey, Entities)
    :nocontentsentry:

    Axial Bending: Axial bending design on reinforced concrete beams by active code

    |  Alias: designConcreteBeamAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Double Wmin: minimum amount: Minimum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.
    :param Double Wmax: maximum amount: Maximum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteBeamAxialBending(Name, SCMax, SSMax, Wmin, Wmax, Dirkey, SelectionGroup)
    :nocontentsentry:

    Axial Bending: Axial bending design on reinforced concrete beams by active code

    |  Alias: designConcreteBeamAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Double Wmin: minimum amount: Minimum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.
    :param Double Wmax: maximum amount: Maximum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteBeamAxialBending(Name, SCMax, SSMax, Wmin, Wmax, Dirkey, MemberType, Entities)
    :nocontentsentry:

    Axial Bending: Axial bending design on reinforced concrete beams by active code

    |  Alias: designConcreteBeamAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Double Wmin: minimum amount: Minimum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.
    :param Double Wmax: maximum amount: Maximum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param  MemberType: Type of reinforcement. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteBeamAxialBending(Name, SCMax, SSMax, Wmin, Wmax, Dirkey, MemberType, SelectionGroup)
    :nocontentsentry:

    Axial Bending: Axial bending design on reinforced concrete beams by active code

    |  Alias: designConcreteBeamAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Double Wmin: minimum amount: Minimum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.
    :param Double Wmax: maximum amount: Maximum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param  MemberType: Type of reinforcement. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteBeamAxialBending(Name, SCMax, SSMax, Wmin, Wmax, Dirkey, MemberType, Entities)
    :nocontentsentry:

    Axial Bending: Axial bending design on reinforced concrete beams by active code

    |  Alias: designConcreteBeamAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Double Wmin: minimum amount: Minimum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.
    :param Double Wmax: maximum amount: Maximum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param  MemberType: Type of reinforcement. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteBeamAxialBending(Name, SCMax, SSMax, Wmin, Wmax, Dirkey, MemberType, SelectionGroup)
    :nocontentsentry:

    Axial Bending: Axial bending design on reinforced concrete beams by active code

    |  Alias: designConcreteBeamAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Double Wmin: minimum amount: Minimum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.
    :param Double Wmax: maximum amount: Maximum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param  MemberType: Type of reinforcement. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteBeamAxialBending(Name, SCMax, SSMax, Wmin, Wmax, Dirkey, MemberType, Entities)
    :nocontentsentry:

    Axial Bending: Axial bending design on reinforced concrete beams by active code

    |  Alias: designConcreteBeamAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Double Wmin: minimum amount: Minimum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.
    :param Double Wmax: maximum amount: Maximum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param  MemberType: Type of reinforcement. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteBeamAxialBending(Name, SCMax, SSMax, Wmin, Wmax, Dirkey, MemberType, SelectionGroup)
    :nocontentsentry:

    Axial Bending: Axial bending design on reinforced concrete beams by active code

    |  Alias: designConcreteBeamAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Double Wmin: minimum amount: Minimum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.
    :param Double Wmax: maximum amount: Maximum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param  MemberType: Type of reinforcement. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteBeamST(Name, QY, QZ, Torsion)
    :nocontentsentry:

    Shear & Torsion: Shear and torsion design on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param bool QY: Shear QY: Shear checking/design along element Y direction. 
    :param bool QZ: Shear QZ: Shear checking/design along element Z direction. 
    :param bool Torsion: Torsion: Torsion checking/design. 
```

```{eval-rst}
.. py:function:: designConcreteBeamST(Name, QY, QZ, Torsion, Fy)
    :nocontentsentry:

    Shear & Torsion: Shear and torsion design on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param bool QY: Shear QY: Shear checking/design along element Y direction. 
    :param bool QZ: Shear QZ: Shear checking/design along element Z direction. 
    :param bool Torsion: Torsion: Torsion checking/design. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
```

```{eval-rst}
.. py:function:: designConcreteBeamST(Name, QY, QZ, Torsion, SeismicLoads)
    :nocontentsentry:

    Shear & Torsion: Shear and torsion design on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param bool QY: Shear QY: Shear checking/design along element Y direction. 
    :param bool QZ: Shear QZ: Shear checking/design along element Z direction. 
    :param bool Torsion: Torsion: Torsion checking/design. 
    :param  SeismicLoads: seismic loads: Loads are seismic. 
```

```{eval-rst}
.. py:function:: designConcreteBeamST(Name, QY, QZ, Torsion, Entities)
    :nocontentsentry:

    Shear & Torsion: Shear and torsion design on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param bool QY: Shear QY: Shear checking/design along element Y direction. 
    :param bool QZ: Shear QZ: Shear checking/design along element Z direction. 
    :param bool Torsion: Torsion: Torsion checking/design. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteBeamST(Name, QY, QZ, Torsion, SelectionGroup)
    :nocontentsentry:

    Shear & Torsion: Shear and torsion design on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param bool QY: Shear QY: Shear checking/design along element Y direction. 
    :param bool QZ: Shear QZ: Shear checking/design along element Z direction. 
    :param bool Torsion: Torsion: Torsion checking/design. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteBeamST(Name, QY, QZ, Torsion, Entities)
    :nocontentsentry:

    Shear & Torsion: Shear and torsion design on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param bool QY: Shear QY: Shear checking/design along element Y direction. 
    :param bool QZ: Shear QZ: Shear checking/design along element Z direction. 
    :param bool Torsion: Torsion: Torsion checking/design. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteBeamST(Name, QY, QZ, Torsion, SelectionGroup)
    :nocontentsentry:

    Shear & Torsion: Shear and torsion design on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param bool QY: Shear QY: Shear checking/design along element Y direction. 
    :param bool QZ: Shear QZ: Shear checking/design along element Z direction. 
    :param bool Torsion: Torsion: Torsion checking/design. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteBeamST(Name, QY, QZ, Torsion, Entities)
    :nocontentsentry:

    Shear & Torsion: Shear and torsion design on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param bool QY: Shear QY: Shear checking/design along element Y direction. 
    :param bool QZ: Shear QZ: Shear checking/design along element Z direction. 
    :param bool Torsion: Torsion: Torsion checking/design. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteBeamST(Name, QY, QZ, Torsion, SelectionGroup)
    :nocontentsentry:

    Shear & Torsion: Shear and torsion design on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param bool QY: Shear QY: Shear checking/design along element Y direction. 
    :param bool QZ: Shear QZ: Shear checking/design along element Z direction. 
    :param bool Torsion: Torsion: Torsion checking/design. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteBeamST(Name, QY, QZ, Torsion, Fy, Entities)
    :nocontentsentry:

    Shear & Torsion: Shear and torsion design on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param bool QY: Shear QY: Shear checking/design along element Y direction. 
    :param bool QZ: Shear QZ: Shear checking/design along element Z direction. 
    :param bool Torsion: Torsion: Torsion checking/design. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteBeamST(Name, QY, QZ, Torsion, SeismicLoads, Entities)
    :nocontentsentry:

    Shear & Torsion: Shear and torsion design on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param bool QY: Shear QY: Shear checking/design along element Y direction. 
    :param bool QZ: Shear QZ: Shear checking/design along element Z direction. 
    :param bool Torsion: Torsion: Torsion checking/design. 
    :param  SeismicLoads: seismic loads: Loads are seismic. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteBeamST(Name, QY, QZ, Torsion, Fy, SelectionGroup)
    :nocontentsentry:

    Shear & Torsion: Shear and torsion design on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param bool QY: Shear QY: Shear checking/design along element Y direction. 
    :param bool QZ: Shear QZ: Shear checking/design along element Z direction. 
    :param bool Torsion: Torsion: Torsion checking/design. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteBeamST(Name, QY, QZ, Torsion, SeismicLoads, SelectionGroup)
    :nocontentsentry:

    Shear & Torsion: Shear and torsion design on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param bool QY: Shear QY: Shear checking/design along element Y direction. 
    :param bool QZ: Shear QZ: Shear checking/design along element Z direction. 
    :param bool Torsion: Torsion: Torsion checking/design. 
    :param  SeismicLoads: seismic loads: Loads are seismic. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteBeamST(Name, QY, QZ, Torsion, Fy, Entities)
    :nocontentsentry:

    Shear & Torsion: Shear and torsion design on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param bool QY: Shear QY: Shear checking/design along element Y direction. 
    :param bool QZ: Shear QZ: Shear checking/design along element Z direction. 
    :param bool Torsion: Torsion: Torsion checking/design. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteBeamST(Name, QY, QZ, Torsion, SeismicLoads, Entities)
    :nocontentsentry:

    Shear & Torsion: Shear and torsion design on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param bool QY: Shear QY: Shear checking/design along element Y direction. 
    :param bool QZ: Shear QZ: Shear checking/design along element Z direction. 
    :param bool Torsion: Torsion: Torsion checking/design. 
    :param  SeismicLoads: seismic loads: Loads are seismic. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteBeamST(Name, QY, QZ, Torsion, Fy, SelectionGroup)
    :nocontentsentry:

    Shear & Torsion: Shear and torsion design on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param bool QY: Shear QY: Shear checking/design along element Y direction. 
    :param bool QZ: Shear QZ: Shear checking/design along element Z direction. 
    :param bool Torsion: Torsion: Torsion checking/design. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteBeamST(Name, QY, QZ, Torsion, SeismicLoads, SelectionGroup)
    :nocontentsentry:

    Shear & Torsion: Shear and torsion design on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param bool QY: Shear QY: Shear checking/design along element Y direction. 
    :param bool QZ: Shear QZ: Shear checking/design along element Z direction. 
    :param bool Torsion: Torsion: Torsion checking/design. 
    :param  SeismicLoads: seismic loads: Loads are seismic. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteBeamST(Name, QY, QZ, Torsion, Fy, Entities)
    :nocontentsentry:

    Shear & Torsion: Shear and torsion design on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param bool QY: Shear QY: Shear checking/design along element Y direction. 
    :param bool QZ: Shear QZ: Shear checking/design along element Z direction. 
    :param bool Torsion: Torsion: Torsion checking/design. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteBeamST(Name, QY, QZ, Torsion, SeismicLoads, Entities)
    :nocontentsentry:

    Shear & Torsion: Shear and torsion design on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param bool QY: Shear QY: Shear checking/design along element Y direction. 
    :param bool QZ: Shear QZ: Shear checking/design along element Z direction. 
    :param bool Torsion: Torsion: Torsion checking/design. 
    :param  SeismicLoads: seismic loads: Loads are seismic. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteBeamST(Name, QY, QZ, Torsion, Fy, SelectionGroup)
    :nocontentsentry:

    Shear & Torsion: Shear and torsion design on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param bool QY: Shear QY: Shear checking/design along element Y direction. 
    :param bool QZ: Shear QZ: Shear checking/design along element Z direction. 
    :param bool Torsion: Torsion: Torsion checking/design. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteBeamST(Name, QY, QZ, Torsion, SeismicLoads, SelectionGroup)
    :nocontentsentry:

    Shear & Torsion: Shear and torsion design on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param bool QY: Shear QY: Shear checking/design along element Y direction. 
    :param bool QZ: Shear QZ: Shear checking/design along element Z direction. 
    :param bool Torsion: Torsion: Torsion checking/design. 
    :param  SeismicLoads: seismic loads: Loads are seismic. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

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

    CEB-FIP: Design the concrete shells using the methodology of the model code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
```

```{eval-rst}
.. py:function:: designConcreteShellCEB(Name, Entities)
    :nocontentsentry:

    CEB-FIP: Design the concrete shells using the methodology of the model code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteShellCEB(Name, SelectionGroup)
    :nocontentsentry:

    CEB-FIP: Design the concrete shells using the methodology of the model code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteShellCEB(Name, Entities)
    :nocontentsentry:

    CEB-FIP: Design the concrete shells using the methodology of the model code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteShellCEB(Name, SelectionGroup)
    :nocontentsentry:

    CEB-FIP: Design the concrete shells using the methodology of the model code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteShellCEB(Name, Entities)
    :nocontentsentry:

    CEB-FIP: Design the concrete shells using the methodology of the model code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteShellCEB(Name, SelectionGroup)
    :nocontentsentry:

    CEB-FIP: Design the concrete shells using the methodology of the model code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteShellIPSH(Name, Fy, StructureType, CheckType)
    :nocontentsentry:

    In Plane Shear: Design for In Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param  Name: Checking/design file name. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param  StructureType: Type of member. 
    :param  CheckType: Type of check. 
```

```{eval-rst}
.. py:function:: designConcreteShellIPSH(Name, Fy, StructureType, CheckType, Entities)
    :nocontentsentry:

    In Plane Shear: Design for In Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param  Name: Checking/design file name. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param  StructureType: Type of member. 
    :param  CheckType: Type of check. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteShellIPSH(Name, Fy, StructureType, CheckType, SelectionGroup)
    :nocontentsentry:

    In Plane Shear: Design for In Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param  Name: Checking/design file name. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param  StructureType: Type of member. 
    :param  CheckType: Type of check. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteShellIPSH(Name, Fy, StructureType, CheckType, Entities)
    :nocontentsentry:

    In Plane Shear: Design for In Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param  Name: Checking/design file name. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param  StructureType: Type of member. 
    :param  CheckType: Type of check. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteShellIPSH(Name, Fy, StructureType, CheckType, SelectionGroup)
    :nocontentsentry:

    In Plane Shear: Design for In Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param  Name: Checking/design file name. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param  StructureType: Type of member. 
    :param  CheckType: Type of check. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteShellIPSH(Name, Fy, StructureType, CheckType, Entities)
    :nocontentsentry:

    In Plane Shear: Design for In Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param  Name: Checking/design file name. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param  StructureType: Type of member. 
    :param  CheckType: Type of check. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteShellIPSH(Name, Fy, StructureType, CheckType, SelectionGroup)
    :nocontentsentry:

    In Plane Shear: Design for In Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param  Name: Checking/design file name. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param  StructureType: Type of member. 
    :param  CheckType: Type of check. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteShellMUD(Name, StressReinf)
    :nocontentsentry:

    Unfavourable dir.: Design the concrete shells using the methodology of the most unfavourable directions

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double StressReinf: Maximum stress allowed in reinforcement. 
```

```{eval-rst}
.. py:function:: designConcreteShellMUD(Name, StressReinf, Entities)
    :nocontentsentry:

    Unfavourable dir.: Design the concrete shells using the methodology of the most unfavourable directions

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double StressReinf: Maximum stress allowed in reinforcement. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteShellMUD(Name, StressReinf, SelectionGroup)
    :nocontentsentry:

    Unfavourable dir.: Design the concrete shells using the methodology of the most unfavourable directions

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double StressReinf: Maximum stress allowed in reinforcement. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteShellMUD(Name, StressReinf, Entities)
    :nocontentsentry:

    Unfavourable dir.: Design the concrete shells using the methodology of the most unfavourable directions

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double StressReinf: Maximum stress allowed in reinforcement. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteShellMUD(Name, StressReinf, SelectionGroup)
    :nocontentsentry:

    Unfavourable dir.: Design the concrete shells using the methodology of the most unfavourable directions

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double StressReinf: Maximum stress allowed in reinforcement. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteShellMUD(Name, StressReinf, Entities)
    :nocontentsentry:

    Unfavourable dir.: Design the concrete shells using the methodology of the most unfavourable directions

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double StressReinf: Maximum stress allowed in reinforcement. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteShellMUD(Name, StressReinf, SelectionGroup)
    :nocontentsentry:

    Unfavourable dir.: Design the concrete shells using the methodology of the most unfavourable directions

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double StressReinf: Maximum stress allowed in reinforcement. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteShellOD(Name, StressReinf, ForcesAndMoments, ReinfDistribution)
    :nocontentsentry:

    Orthogonal dir.: Design the concrete shells using the methodology of the orthogonal directions

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double StressReinf: Maximum stress allowed in reinforcement. 
    :param Enumerate: { None, Torsion, TorsionCompressionShear, TorsionTensionShear, TorsionShear } ForcesAndMoments: Forces and moments used. 
    :param Enumerate: { Minimize, OneSurface, Symmetric } ReinfDistribution: Reinforcement distribution to be obtained. 
```

```{eval-rst}
.. py:function:: designConcreteShellOD(Name, StressReinf, ForcesAndMoments, ReinfDistribution, Entities)
    :nocontentsentry:

    Orthogonal dir.: Design the concrete shells using the methodology of the orthogonal directions

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double StressReinf: Maximum stress allowed in reinforcement. 
    :param Enumerate: { None, Torsion, TorsionCompressionShear, TorsionTensionShear, TorsionShear } ForcesAndMoments: Forces and moments used. 
    :param Enumerate: { Minimize, OneSurface, Symmetric } ReinfDistribution: Reinforcement distribution to be obtained. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteShellOD(Name, StressReinf, ForcesAndMoments, ReinfDistribution, SelectionGroup)
    :nocontentsentry:

    Orthogonal dir.: Design the concrete shells using the methodology of the orthogonal directions

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double StressReinf: Maximum stress allowed in reinforcement. 
    :param Enumerate: { None, Torsion, TorsionCompressionShear, TorsionTensionShear, TorsionShear } ForcesAndMoments: Forces and moments used. 
    :param Enumerate: { Minimize, OneSurface, Symmetric } ReinfDistribution: Reinforcement distribution to be obtained. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteShellOD(Name, StressReinf, ForcesAndMoments, ReinfDistribution, Entities)
    :nocontentsentry:

    Orthogonal dir.: Design the concrete shells using the methodology of the orthogonal directions

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double StressReinf: Maximum stress allowed in reinforcement. 
    :param Enumerate: { None, Torsion, TorsionCompressionShear, TorsionTensionShear, TorsionShear } ForcesAndMoments: Forces and moments used. 
    :param Enumerate: { Minimize, OneSurface, Symmetric } ReinfDistribution: Reinforcement distribution to be obtained. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteShellOD(Name, StressReinf, ForcesAndMoments, ReinfDistribution, SelectionGroup)
    :nocontentsentry:

    Orthogonal dir.: Design the concrete shells using the methodology of the orthogonal directions

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double StressReinf: Maximum stress allowed in reinforcement. 
    :param Enumerate: { None, Torsion, TorsionCompressionShear, TorsionTensionShear, TorsionShear } ForcesAndMoments: Forces and moments used. 
    :param Enumerate: { Minimize, OneSurface, Symmetric } ReinfDistribution: Reinforcement distribution to be obtained. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteShellOD(Name, StressReinf, ForcesAndMoments, ReinfDistribution, Entities)
    :nocontentsentry:

    Orthogonal dir.: Design the concrete shells using the methodology of the orthogonal directions

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double StressReinf: Maximum stress allowed in reinforcement. 
    :param Enumerate: { None, Torsion, TorsionCompressionShear, TorsionTensionShear, TorsionShear } ForcesAndMoments: Forces and moments used. 
    :param Enumerate: { Minimize, OneSurface, Symmetric } ReinfDistribution: Reinforcement distribution to be obtained. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteShellOD(Name, StressReinf, ForcesAndMoments, ReinfDistribution, SelectionGroup)
    :nocontentsentry:

    Orthogonal dir.: Design the concrete shells using the methodology of the orthogonal directions

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double StressReinf: Maximum stress allowed in reinforcement. 
    :param Enumerate: { None, Torsion, TorsionCompressionShear, TorsionTensionShear, TorsionShear } ForcesAndMoments: Forces and moments used. 
    :param Enumerate: { Minimize, OneSurface, Symmetric } ReinfDistribution: Reinforcement distribution to be obtained. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

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

    Out-Of-Plane Shear: Design for Out-of-Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
```

```{eval-rst}
.. py:function:: designConcreteShellOPSH(Name, Fy)
    :nocontentsentry:

    Out-Of-Plane Shear: Design for Out-of-Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
```

```{eval-rst}
.. py:function:: designConcreteShellOPSH(Name, Entities)
    :nocontentsentry:

    Out-Of-Plane Shear: Design for Out-of-Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteShellOPSH(Name, SelectionGroup)
    :nocontentsentry:

    Out-Of-Plane Shear: Design for Out-of-Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteShellOPSH(Name, Entities)
    :nocontentsentry:

    Out-Of-Plane Shear: Design for Out-of-Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteShellOPSH(Name, SelectionGroup)
    :nocontentsentry:

    Out-Of-Plane Shear: Design for Out-of-Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteShellOPSH(Name, Entities)
    :nocontentsentry:

    Out-Of-Plane Shear: Design for Out-of-Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteShellOPSH(Name, SelectionGroup)
    :nocontentsentry:

    Out-Of-Plane Shear: Design for Out-of-Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteShellOPSH(Name, Fy, StructureType)
    :nocontentsentry:

    Out-Of-Plane Shear: Design for Out-of-Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param  StructureType: Type of member. 
```

```{eval-rst}
.. py:function:: designConcreteShellOPSH(Name, Fy, Entities)
    :nocontentsentry:

    Out-Of-Plane Shear: Design for Out-of-Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteShellOPSH(Name, Fy, SelectionGroup)
    :nocontentsentry:

    Out-Of-Plane Shear: Design for Out-of-Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteShellOPSH(Name, Fy, Entities)
    :nocontentsentry:

    Out-Of-Plane Shear: Design for Out-of-Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteShellOPSH(Name, Fy, SelectionGroup)
    :nocontentsentry:

    Out-Of-Plane Shear: Design for Out-of-Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteShellOPSH(Name, Fy, Entities)
    :nocontentsentry:

    Out-Of-Plane Shear: Design for Out-of-Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteShellOPSH(Name, Fy, SelectionGroup)
    :nocontentsentry:

    Out-Of-Plane Shear: Design for Out-of-Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteShellOPSH(Name, Fy, StructureType, Entities)
    :nocontentsentry:

    Out-Of-Plane Shear: Design for Out-of-Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param  StructureType: Type of member. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteShellOPSH(Name, Fy, StructureType, SelectionGroup)
    :nocontentsentry:

    Out-Of-Plane Shear: Design for Out-of-Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param  StructureType: Type of member. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteShellOPSH(Name, Fy, StructureType, Entities)
    :nocontentsentry:

    Out-Of-Plane Shear: Design for Out-of-Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param  StructureType: Type of member. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteShellOPSH(Name, Fy, StructureType, SelectionGroup)
    :nocontentsentry:

    Out-Of-Plane Shear: Design for Out-of-Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param  StructureType: Type of member. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteShellOPSH(Name, Fy, StructureType, Entities)
    :nocontentsentry:

    Out-Of-Plane Shear: Design for Out-of-Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param  StructureType: Type of member. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteShellOPSH(Name, Fy, StructureType, SelectionGroup)
    :nocontentsentry:

    Out-Of-Plane Shear: Design for Out-of-Plane Shear loadings on concrete shells by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
    :param  StructureType: Type of member. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

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

    Wood-Armer: Design the concrete shells using Wood-Armer methodology

    |  Alias: designConcreteShellWA
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
```

```{eval-rst}
.. py:function:: designConcreteShellWoodArmer(Name, Entities)
    :nocontentsentry:

    Wood-Armer: Design the concrete shells using Wood-Armer methodology

    |  Alias: designConcreteShellWA
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteShellWoodArmer(Name, SelectionGroup)
    :nocontentsentry:

    Wood-Armer: Design the concrete shells using Wood-Armer methodology

    |  Alias: designConcreteShellWA
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteShellWoodArmer(Name, Entities)
    :nocontentsentry:

    Wood-Armer: Design the concrete shells using Wood-Armer methodology

    |  Alias: designConcreteShellWA
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteShellWoodArmer(Name, SelectionGroup)
    :nocontentsentry:

    Wood-Armer: Design the concrete shells using Wood-Armer methodology

    |  Alias: designConcreteShellWA
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteShellWoodArmer(Name, Entities)
    :nocontentsentry:

    Wood-Armer: Design the concrete shells using Wood-Armer methodology

    |  Alias: designConcreteShellWA
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param PVectorConst Entities: Entities: Select entities to check/design. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designConcreteShellWoodArmer(Name, SelectionGroup)
    :nocontentsentry:

    Wood-Armer: Design the concrete shells using Wood-Armer methodology

    |  Alias: designConcreteShellWA
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Entity SelectionGroup: Selection group: Selectin group to select entities. Conditions: "" does not exist in the dropdown list.
```

```{eval-rst}
.. py:function:: designSolidSectionAxialBending(Name, SCMax, SSMax, Wmin, Wmax, Dirkey)
    :nocontentsentry:

    Axial Bending: Axial bending design on reinforced concrete beams by active code

    |  Alias: designSolidSectionAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Double Wmin: minimum amount: Minimum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.
    :param Double Wmax: maximum amount: Maximum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
```

```{eval-rst}
.. py:function:: designSolidSectionAxialBending(Name, SCMax, SSMax, Wmin, Wmax, Dirkey, MemberType)
    :nocontentsentry:

    Axial Bending: Axial bending design on reinforced concrete beams by active code

    |  Alias: designSolidSectionAB
    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Double Wmin: minimum amount: Minimum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.
    :param Double Wmax: maximum amount: Maximum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param  MemberType: Type of reinforcement. 
```

```{eval-rst}
.. py:function:: designSolidSectionST(Name, QY, QZ, Torsion)
    :nocontentsentry:

    Shear & Torsion: Shear and torsion design on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param bool QY: Shear QY: Shear checking/design along element Y direction. 
    :param bool QZ: Shear QZ: Shear checking/design along element Z direction. 
    :param bool Torsion: Torsion: Torsion checking/design. 
```

```{eval-rst}
.. py:function:: designSolidSectionST(Name, QY, QZ, Torsion, Fy)
    :nocontentsentry:

    Shear & Torsion: Shear and torsion design on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param bool QY: Shear QY: Shear checking/design along element Y direction. 
    :param bool QZ: Shear QZ: Shear checking/design along element Z direction. 
    :param bool Torsion: Torsion: Torsion checking/design. 
    :param  Fy: fy unlimited: fy value does not limited according to code. 
```

```{eval-rst}
.. py:function:: designSolidSectionST(Name, QY, QZ, Torsion, SeismicLoads)
    :nocontentsentry:

    Shear & Torsion: Shear and torsion design on reinforced concrete beams by active code

    |  Constraints: Static analysis, Transient analysis, Results loaded

    :param str Name: Checking/design file name. 
    :param bool QY: Shear QY: Shear checking/design along element Y direction. 
    :param bool QZ: Shear QZ: Shear checking/design along element Z direction. 
    :param bool Torsion: Torsion: Torsion checking/design. 
    :param  SeismicLoads: seismic loads: Loads are seismic. 
```

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

    Capture the graph (current tab)

    |  Constraints: User interface, Results loaded

    :param Path Path: Save path. 
```

```{eval-rst}
.. py:function:: graphSnapshot(Path, Override)
    :nocontentsentry:

    Capture the graph (current tab)

    |  Constraints: User interface, Results loaded

    :param Path Path: Save path. 
    :param bool Override: Set to true to override the file if it exists, without warning. 
```

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

    Capture interaction diagram (current tab)

    |  Alias: interDiagSnap
    |  Constraints: User interface, Results loaded

    :param Path Path: Save path. 
```

```{eval-rst}
.. py:function:: interactionDiagramSnapshot(Path, Override)
    :nocontentsentry:

    Capture interaction diagram (current tab)

    |  Alias: interDiagSnap
    |  Constraints: User interface, Results loaded

    :param Path Path: Save path. 
    :param bool Override: Set to true to override the file if it exists, without warning. 
```

```{eval-rst}
.. py:function:: PSCBeamInteractionDiagram(Element, Extreme, Dirkey)
    :nocontentsentry:

    Beams (Prestress): Interaction diagram on concrete prestressed beam elements

    |  Alias: PSCBeamInterDiag
    |  Constraints: Static analysis, Transient analysis, User interface, Results loaded

    :param int Element: Element. Conditions: Value must be lower or equal than 1.00.
    :param int Extreme: End. Conditions: Value must be greater or equal than 0.00 and lower or equal than 1.00.
    :param Enumerate: { XY, XZ } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
```

```{eval-rst}
.. py:function:: shellInteractionDiagram(Element, Extreme, SCMax, SSMax, Dirkey)
    :nocontentsentry:

    Shells: Interaction diagram on concrete shell elements

    |  Alias: shellInterDiag
    |  Constraints: Static analysis, Transient analysis, User interface, Results loaded

    :param int Element: Element. Conditions: Value must be lower or equal than 1.00.
    :param int Extreme: End. Conditions: Value must be greater or equal than 0.00 and lower or equal than 3.00.
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { X, Y } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
```

```{eval-rst}
.. py:function:: shellInteractionDiagram(Element, Extreme, SCMax, SSMax, Dirkey, CriterionType)
    :nocontentsentry:

    Shells: Interaction diagram on concrete shell elements

    |  Alias: shellInterDiag
    |  Constraints: Static analysis, Transient analysis, User interface, Results loaded

    :param int Element: Element. Conditions: Value must be lower or equal than 1.00.
    :param int Extreme: End. Conditions: Value must be greater or equal than 0.00 and lower or equal than 3.00.
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { X, Y } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param Enumerate: { DiagramCenter, DiagramOrigin, ConstantAxialForce } CriterionType: Criterion type. 
```

```{eval-rst}
.. py:function:: solidSectionInteractionDiagram(SolidSectionId, SCMax, SSMax, Dirkey)
    :nocontentsentry:

    Solid sections: Interaction diagram on solid sections

    |  Alias: ssInterDiag
    |  Constraints: Static analysis, Transient analysis, User interface, Results loaded

    :param int SolidSectionId: Solid section: Id number of solid section. Conditions: Value must be lower or equal than 1.00.
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { XY, XZ } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
```

```{eval-rst}
.. py:function:: solidSectionInteractionDiagram(SolidSectionId, SCMax, SSMax, Dirkey, MemberType)
    :nocontentsentry:

    Solid sections: Interaction diagram on solid sections

    |  Alias: ssInterDiag
    |  Constraints: Static analysis, Transient analysis, User interface, Results loaded

    :param int SolidSectionId: Solid section: Id number of solid section. Conditions: Value must be lower or equal than 1.00.
    :param Double SCMax: concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.
    :param Double SSMax: steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.
    :param Enumerate: { XY, XZ } Dirkey: Dirkey: Key identifying the bending plane to be checked. 
    :param  MemberType: Type of reinforcement. 
```