Checking

beamInteractionDiagram(Element, Extreme, SCMax, SSMax, Dirkey)

Beams: Interaction diagram on concrete beam elements

Alias: beamInterDiag

Constraints: Static analysis, Transient analysis, User interface, Results loaded

Parameters:

• Element (int) – Element. Conditions: Value must be lower or equal than 1.00.

• Extreme (int) – End. Conditions: Value must be greater or equal than 0.00 and lower or equal than 1.00.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Enumerate – { BiaxialBending, XY, XZ } Dirkey: Dirkey: Key identifying the bending plane to be checked.

beamInteractionDiagram(Element, Extreme, SCMax, SSMax, Dirkey, CriterionType)

Beams: Interaction diagram on concrete beam elements

Alias: beamInterDiag

Constraints: Static analysis, Transient analysis, User interface, Results loaded

Parameters:

• Element (int) – Element. Conditions: Value must be lower or equal than 1.00.

• Extreme (int) – End. Conditions: Value must be greater or equal than 0.00 and lower or equal than 1.00.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Enumerate – { BiaxialBending, XY, XZ } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• Enumerate – { DiagramCenter, DiagramOrigin, ConstantAxialForce } CriterionType: Criterion type.

beamInteractionDiagram(Element, Extreme, SCMax, SSMax, Dirkey, MemberType)

Beams: Interaction diagram on concrete beam elements

Alias: beamInterDiag

Constraints: Static analysis, Transient analysis, User interface, Results loaded

Parameters:

• Element (int) – Element. Conditions: Value must be lower or equal than 1.00.

• Extreme (int) – End. Conditions: Value must be greater or equal than 0.00 and lower or equal than 1.00.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Enumerate – { BiaxialBending, XY, XZ } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• MemberType – Type of reinforcement.

beamInteractionDiagram(Element, Extreme, SCMax, SSMax, Dirkey, MemberType, CriterionType)

Beams: Interaction diagram on concrete beam elements

Alias: beamInterDiag

Constraints: Static analysis, Transient analysis, User interface, Results loaded

Parameters:

• Element (int) – Element. Conditions: Value must be lower or equal than 1.00.

• Extreme (int) – End. Conditions: Value must be greater or equal than 0.00 and lower or equal than 1.00.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Enumerate – { BiaxialBending, XY, XZ } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• MemberType – Type of reinforcement.

• Enumerate – { DiagramCenter, DiagramOrigin, ConstantAxialForce } CriterionType: Criterion type.

checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey)

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

Alias: checkConcreteBeamAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Enumerate – { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked.

checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, CriterionType)

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

Alias: checkConcreteBeamAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Enumerate – { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• Enumerate – { DiagramCenter, DiagramOrigin, ConstantAxialForce, DiagramCenterOrigin } CriterionType: Criterion type.

checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, MemberType)

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

Alias: checkConcreteBeamAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Enumerate – { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• MemberType – Type of reinforcement.

checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, Entities)

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

Alias: checkConcreteBeamAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Enumerate – { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, SelectionGroup)

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

Alias: checkConcreteBeamAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Enumerate – { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, Entities)

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

Alias: checkConcreteBeamAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Enumerate – { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, SelectionGroup)

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

Alias: checkConcreteBeamAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Enumerate – { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, Entities)

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

Alias: checkConcreteBeamAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Enumerate – { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, SelectionGroup)

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

Alias: checkConcreteBeamAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Enumerate – { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, MemberType, CriterionType)

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

Alias: checkConcreteBeamAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Enumerate – { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• MemberType – Type of reinforcement.

• Enumerate – { DiagramCenter, DiagramOrigin, ConstantAxialForce, DiagramCenterOrigin } CriterionType: Criterion type.

checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, Entities, CriterionType)

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

Alias: checkConcreteBeamAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Enumerate – { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

• Enumerate – { DiagramCenter, DiagramOrigin, ConstantAxialForce, DiagramCenterOrigin } CriterionType: Criterion type.

checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, SelectionGroup, CriterionType)

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

Alias: checkConcreteBeamAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Enumerate – { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

• Enumerate – { DiagramCenter, DiagramOrigin, ConstantAxialForce, DiagramCenterOrigin } CriterionType: Criterion type.

checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, MemberType, Entities)

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

Alias: checkConcreteBeamAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Enumerate – { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• MemberType – Type of reinforcement.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, MemberType, SelectionGroup)

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

Alias: checkConcreteBeamAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Enumerate – { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• MemberType – Type of reinforcement.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, Entities, CriterionType)

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

Alias: checkConcreteBeamAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Enumerate – { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

• Enumerate – { DiagramCenter, DiagramOrigin, ConstantAxialForce, DiagramCenterOrigin } CriterionType: Criterion type.

checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, SelectionGroup, CriterionType)

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

Alias: checkConcreteBeamAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Enumerate – { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

• Enumerate – { DiagramCenter, DiagramOrigin, ConstantAxialForce, DiagramCenterOrigin } CriterionType: Criterion type.

checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, MemberType, Entities)

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

Alias: checkConcreteBeamAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Enumerate – { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• MemberType – Type of reinforcement.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, MemberType, SelectionGroup)

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

Alias: checkConcreteBeamAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Enumerate – { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• MemberType – Type of reinforcement.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, Entities, CriterionType)

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

Alias: checkConcreteBeamAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Enumerate – { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

• Enumerate – { DiagramCenter, DiagramOrigin, ConstantAxialForce, DiagramCenterOrigin } CriterionType: Criterion type.

checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, SelectionGroup, CriterionType)

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

Alias: checkConcreteBeamAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Enumerate – { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

• Enumerate – { DiagramCenter, DiagramOrigin, ConstantAxialForce, DiagramCenterOrigin } CriterionType: Criterion type.

checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, MemberType, Entities)

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

Alias: checkConcreteBeamAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Enumerate – { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• MemberType – Type of reinforcement.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, MemberType, SelectionGroup)

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

Alias: checkConcreteBeamAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Enumerate – { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• MemberType – Type of reinforcement.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, MemberType, Entities, CriterionType)

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

Alias: checkConcreteBeamAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Enumerate – { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• MemberType – Type of reinforcement.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

• Enumerate – { DiagramCenter, DiagramOrigin, ConstantAxialForce, DiagramCenterOrigin } CriterionType: Criterion type.

checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, MemberType, SelectionGroup, CriterionType)

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

Alias: checkConcreteBeamAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Enumerate – { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• MemberType – Type of reinforcement.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

• Enumerate – { DiagramCenter, DiagramOrigin, ConstantAxialForce, DiagramCenterOrigin } CriterionType: Criterion type.

checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, MemberType, Entities, CriterionType)

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

Alias: checkConcreteBeamAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Enumerate – { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• MemberType – Type of reinforcement.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

• Enumerate – { DiagramCenter, DiagramOrigin, ConstantAxialForce, DiagramCenterOrigin } CriterionType: Criterion type.

checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, MemberType, SelectionGroup, CriterionType)

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

Alias: checkConcreteBeamAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Enumerate – { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• MemberType – Type of reinforcement.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

• Enumerate – { DiagramCenter, DiagramOrigin, ConstantAxialForce, DiagramCenterOrigin } CriterionType: Criterion type.

checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, MemberType, Entities, CriterionType)

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

Alias: checkConcreteBeamAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Enumerate – { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• MemberType – Type of reinforcement.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

• Enumerate – { DiagramCenter, DiagramOrigin, ConstantAxialForce, DiagramCenterOrigin } CriterionType: Criterion type.

checkConcreteBeamAxialBending(Name, SCMax, SSMax, Dirkey, MemberType, SelectionGroup, CriterionType)

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

Alias: checkConcreteBeamAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Enumerate – { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• MemberType – Type of reinforcement.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

• Enumerate – { DiagramCenter, DiagramOrigin, ConstantAxialForce, DiagramCenterOrigin } CriterionType: Criterion type.

checkConcreteBeamCracking(Name, CrackingDirkey, Smax)

Cracking: Cracking check on reinforced concrete beams by active code

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Enumerate – { XY, XZ } CrackingDirkey: Dirkey: Key identifying the cracking plane.

• Smax – S reference: Bar spacing.

checkConcreteBeamCracking(Name, CrackingDirkey, Smax, Entities)

Cracking: Cracking check on reinforced concrete beams by active code

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Enumerate – { XY, XZ } CrackingDirkey: Dirkey: Key identifying the cracking plane.

• Smax – S reference: Bar spacing.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkConcreteBeamCracking(Name, CrackingDirkey, Smax, SelectionGroup)

Cracking: Cracking check on reinforced concrete beams by active code

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Enumerate – { XY, XZ } CrackingDirkey: Dirkey: Key identifying the cracking plane.

• Smax – S reference: Bar spacing.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkConcreteBeamCracking(Name, CrackingDirkey, Smax, Entities)

Cracking: Cracking check on reinforced concrete beams by active code

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Enumerate – { XY, XZ } CrackingDirkey: Dirkey: Key identifying the cracking plane.

• Smax – S reference: Bar spacing.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkConcreteBeamCracking(Name, CrackingDirkey, Smax, SelectionGroup)

Cracking: Cracking check on reinforced concrete beams by active code

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Enumerate – { XY, XZ } CrackingDirkey: Dirkey: Key identifying the cracking plane.

• Smax – S reference: Bar spacing.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkConcreteBeamCracking(Name, CrackingDirkey, Smax, Entities)

Cracking: Cracking check on reinforced concrete beams by active code

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Enumerate – { XY, XZ } CrackingDirkey: Dirkey: Key identifying the cracking plane.

• Smax – S reference: Bar spacing.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkConcreteBeamCracking(Name, CrackingDirkey, Smax, SelectionGroup)

Cracking: Cracking check on reinforced concrete beams by active code

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Enumerate – { XY, XZ } CrackingDirkey: Dirkey: Key identifying the cracking plane.

• Smax – S reference: Bar spacing.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkConcreteBeamCracking(Name, CrackingDirkey, Wmax, K1, Kt, K3, K4)

Cracking: Cracking check on reinforced concrete beams by active code

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Enumerate – { XY, XZ } CrackingDirkey: Dirkey: Key identifying the cracking plane.

• Wmax (Double) – Wmax: Maximum crack width.

• 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.

• 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.

• K3 (Double) – k3: Constants defined in the National Annexe(=3.4 by default).

• K4 (Double) – k4: Constants defined in the National Annexe(=0.425 by default).

checkConcreteBeamCracking(Name, CrackingDirkey, Wmax, K1, Kt, K3, K4, Entities)

Cracking: Cracking check on reinforced concrete beams by active code

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Enumerate – { XY, XZ } CrackingDirkey: Dirkey: Key identifying the cracking plane.

• Wmax (Double) – Wmax: Maximum crack width.

• 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.

• 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.

• K3 (Double) – k3: Constants defined in the National Annexe(=3.4 by default).

• K4 (Double) – k4: Constants defined in the National Annexe(=0.425 by default).

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkConcreteBeamCracking(Name, CrackingDirkey, Wmax, K1, Kt, K3, K4, SelectionGroup)

Cracking: Cracking check on reinforced concrete beams by active code

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Enumerate – { XY, XZ } CrackingDirkey: Dirkey: Key identifying the cracking plane.

• Wmax (Double) – Wmax: Maximum crack width.

• 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.

• 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.

• K3 (Double) – k3: Constants defined in the National Annexe(=3.4 by default).

• K4 (Double) – k4: Constants defined in the National Annexe(=0.425 by default).

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkConcreteBeamCracking(Name, CrackingDirkey, Wmax, K1, Kt, K3, K4, Entities)

Cracking: Cracking check on reinforced concrete beams by active code

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Enumerate – { XY, XZ } CrackingDirkey: Dirkey: Key identifying the cracking plane.

• Wmax (Double) – Wmax: Maximum crack width.

• 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.

• 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.

• K3 (Double) – k3: Constants defined in the National Annexe(=3.4 by default).

• K4 (Double) – k4: Constants defined in the National Annexe(=0.425 by default).

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkConcreteBeamCracking(Name, CrackingDirkey, Wmax, K1, Kt, K3, K4, SelectionGroup)

Cracking: Cracking check on reinforced concrete beams by active code

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Enumerate – { XY, XZ } CrackingDirkey: Dirkey: Key identifying the cracking plane.

• Wmax (Double) – Wmax: Maximum crack width.

• 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.

• 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.

• K3 (Double) – k3: Constants defined in the National Annexe(=3.4 by default).

• K4 (Double) – k4: Constants defined in the National Annexe(=0.425 by default).

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkConcreteBeamCracking(Name, CrackingDirkey, Wmax, K1, Kt, K3, K4, Entities)

Cracking: Cracking check on reinforced concrete beams by active code

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Enumerate – { XY, XZ } CrackingDirkey: Dirkey: Key identifying the cracking plane.

• Wmax (Double) – Wmax: Maximum crack width.

• 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.

• 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.

• K3 (Double) – k3: Constants defined in the National Annexe(=3.4 by default).

• K4 (Double) – k4: Constants defined in the National Annexe(=0.425 by default).

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkConcreteBeamCracking(Name, CrackingDirkey, Wmax, K1, Kt, K3, K4, SelectionGroup)

Cracking: Cracking check on reinforced concrete beams by active code

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Enumerate – { XY, XZ } CrackingDirkey: Dirkey: Key identifying the cracking plane.

• Wmax (Double) – Wmax: Maximum crack width.

• 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.

• 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.

• K3 (Double) – k3: Constants defined in the National Annexe(=3.4 by default).

• K4 (Double) – k4: Constants defined in the National Annexe(=0.425 by default).

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkConcreteBeamST(Name, QY, QZ, Torsion)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• QY (bool) – Shear QY: Shear checking/design along element Y direction.

• QZ (bool) – Shear QZ: Shear checking/design along element Z direction.

• Torsion (bool) – Torsion: Torsion checking/design.

checkConcreteBeamST(Name, QY, QZ, Torsion, Fy)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• QY (bool) – Shear QY: Shear checking/design along element Y direction.

• QZ (bool) – Shear QZ: Shear checking/design along element Z direction.

• Torsion (bool) – Torsion: Torsion checking/design.

• Fy – fy unlimited: fy value does not limited according to code.

checkConcreteBeamST(Name, QY, QZ, Torsion, SeismicLoads)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• QY (bool) – Shear QY: Shear checking/design along element Y direction.

• QZ (bool) – Shear QZ: Shear checking/design along element Z direction.

• Torsion (bool) – Torsion: Torsion checking/design.

• SeismicLoads – seismic loads: Loads are seismic.

checkConcreteBeamST(Name, QY, QZ, Torsion, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• QY (bool) – Shear QY: Shear checking/design along element Y direction.

• QZ (bool) – Shear QZ: Shear checking/design along element Z direction.

• Torsion (bool) – Torsion: Torsion checking/design.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkConcreteBeamST(Name, QY, QZ, Torsion, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• QY (bool) – Shear QY: Shear checking/design along element Y direction.

• QZ (bool) – Shear QZ: Shear checking/design along element Z direction.

• Torsion (bool) – Torsion: Torsion checking/design.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkConcreteBeamST(Name, QY, QZ, Torsion, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• QY (bool) – Shear QY: Shear checking/design along element Y direction.

• QZ (bool) – Shear QZ: Shear checking/design along element Z direction.

• Torsion (bool) – Torsion: Torsion checking/design.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkConcreteBeamST(Name, QY, QZ, Torsion, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• QY (bool) – Shear QY: Shear checking/design along element Y direction.

• QZ (bool) – Shear QZ: Shear checking/design along element Z direction.

• Torsion (bool) – Torsion: Torsion checking/design.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkConcreteBeamST(Name, QY, QZ, Torsion, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• QY (bool) – Shear QY: Shear checking/design along element Y direction.

• QZ (bool) – Shear QZ: Shear checking/design along element Z direction.

• Torsion (bool) – Torsion: Torsion checking/design.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkConcreteBeamST(Name, QY, QZ, Torsion, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• QY (bool) – Shear QY: Shear checking/design along element Y direction.

• QZ (bool) – Shear QZ: Shear checking/design along element Z direction.

• Torsion (bool) – Torsion: Torsion checking/design.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkConcreteBeamST(Name, QY, QZ, Torsion, Fy, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• QY (bool) – Shear QY: Shear checking/design along element Y direction.

• QZ (bool) – Shear QZ: Shear checking/design along element Z direction.

• Torsion (bool) – Torsion: Torsion checking/design.

• Fy – fy unlimited: fy value does not limited according to code.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkConcreteBeamST(Name, QY, QZ, Torsion, SeismicLoads, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• QY (bool) – Shear QY: Shear checking/design along element Y direction.

• QZ (bool) – Shear QZ: Shear checking/design along element Z direction.

• Torsion (bool) – Torsion: Torsion checking/design.

• SeismicLoads – seismic loads: Loads are seismic.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkConcreteBeamST(Name, QY, QZ, Torsion, Fy, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• QY (bool) – Shear QY: Shear checking/design along element Y direction.

• QZ (bool) – Shear QZ: Shear checking/design along element Z direction.

• Torsion (bool) – Torsion: Torsion checking/design.

• Fy – fy unlimited: fy value does not limited according to code.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkConcreteBeamST(Name, QY, QZ, Torsion, SeismicLoads, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• QY (bool) – Shear QY: Shear checking/design along element Y direction.

• QZ (bool) – Shear QZ: Shear checking/design along element Z direction.

• Torsion (bool) – Torsion: Torsion checking/design.

• SeismicLoads – seismic loads: Loads are seismic.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkConcreteBeamST(Name, QY, QZ, Torsion, Fy, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• QY (bool) – Shear QY: Shear checking/design along element Y direction.

• QZ (bool) – Shear QZ: Shear checking/design along element Z direction.

• Torsion (bool) – Torsion: Torsion checking/design.

• Fy – fy unlimited: fy value does not limited according to code.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkConcreteBeamST(Name, QY, QZ, Torsion, SeismicLoads, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• QY (bool) – Shear QY: Shear checking/design along element Y direction.

• QZ (bool) – Shear QZ: Shear checking/design along element Z direction.

• Torsion (bool) – Torsion: Torsion checking/design.

• SeismicLoads – seismic loads: Loads are seismic.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkConcreteBeamST(Name, QY, QZ, Torsion, Fy, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• QY (bool) – Shear QY: Shear checking/design along element Y direction.

• QZ (bool) – Shear QZ: Shear checking/design along element Z direction.

• Torsion (bool) – Torsion: Torsion checking/design.

• Fy – fy unlimited: fy value does not limited according to code.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkConcreteBeamST(Name, QY, QZ, Torsion, SeismicLoads, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• QY (bool) – Shear QY: Shear checking/design along element Y direction.

• QZ (bool) – Shear QZ: Shear checking/design along element Z direction.

• Torsion (bool) – Torsion: Torsion checking/design.

• SeismicLoads – seismic loads: Loads are seismic.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkConcreteBeamST(Name, QY, QZ, Torsion, Fy, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• QY (bool) – Shear QY: Shear checking/design along element Y direction.

• QZ (bool) – Shear QZ: Shear checking/design along element Z direction.

• Torsion (bool) – Torsion: Torsion checking/design.

• Fy – fy unlimited: fy value does not limited according to code.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkConcreteBeamST(Name, QY, QZ, Torsion, SeismicLoads, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• QY (bool) – Shear QY: Shear checking/design along element Y direction.

• QZ (bool) – Shear QZ: Shear checking/design along element Z direction.

• Torsion (bool) – Torsion: Torsion checking/design.

• SeismicLoads – seismic loads: Loads are seismic.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkConcreteBeamST(Name, QY, QZ, Torsion, Fy, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• QY (bool) – Shear QY: Shear checking/design along element Y direction.

• QZ (bool) – Shear QZ: Shear checking/design along element Z direction.

• Torsion (bool) – Torsion: Torsion checking/design.

• Fy – fy unlimited: fy value does not limited according to code.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkConcreteBeamST(Name, QY, QZ, Torsion, SeismicLoads, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• QY (bool) – Shear QY: Shear checking/design along element Y direction.

• QZ (bool) – Shear QZ: Shear checking/design along element Z direction.

• Torsion (bool) – Torsion: Torsion checking/design.

• SeismicLoads – seismic loads: Loads are seismic.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkConcreteShellCEB(Name)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

Name (str) – Checking/design file name.

checkConcreteShellCEB(Name, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkConcreteShellCEB(Name, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkConcreteShellCEB(Name, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkConcreteShellCEB(Name, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkConcreteShellCEB(Name, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkConcreteShellCEB(Name, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkConcreteShellCracking(Name, Smax, TXYin, MXYin)

Cracking: Check cracking on concrete shells by active code

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name – Checking/design file name.

• Smax – S Max: Maximum spacing between cracks.

• TXYin – In Plane Shear: Account for in-plane shear.

• MXYin – Torsion: Account for torsion.

checkConcreteShellCracking(Name, Smax, TXYin, MXYin, Entities)

Cracking: Check cracking on concrete shells by active code

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name – Checking/design file name.

• Smax – S Max: Maximum spacing between cracks.

• TXYin – In Plane Shear: Account for in-plane shear.

• MXYin – Torsion: Account for torsion.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkConcreteShellCracking(Name, Smax, TXYin, MXYin, SelectionGroup)

Cracking: Check cracking on concrete shells by active code

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name – Checking/design file name.

• Smax – S Max: Maximum spacing between cracks.

• TXYin – In Plane Shear: Account for in-plane shear.

• MXYin – Torsion: Account for torsion.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkConcreteShellCracking(Name, Smax, TXYin, MXYin, Entities)

Cracking: Check cracking on concrete shells by active code

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name – Checking/design file name.

• Smax – S Max: Maximum spacing between cracks.

• TXYin – In Plane Shear: Account for in-plane shear.

• MXYin – Torsion: Account for torsion.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkConcreteShellCracking(Name, Smax, TXYin, MXYin, SelectionGroup)

Cracking: Check cracking on concrete shells by active code

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name – Checking/design file name.

• Smax – S Max: Maximum spacing between cracks.

• TXYin – In Plane Shear: Account for in-plane shear.

• MXYin – Torsion: Account for torsion.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkConcreteShellCracking(Name, Smax, TXYin, MXYin, Entities)

Cracking: Check cracking on concrete shells by active code

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name – Checking/design file name.

• Smax – S Max: Maximum spacing between cracks.

• TXYin – In Plane Shear: Account for in-plane shear.

• MXYin – Torsion: Account for torsion.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkConcreteShellCracking(Name, Smax, TXYin, MXYin, SelectionGroup)

Cracking: Check cracking on concrete shells by active code

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name – Checking/design file name.

• Smax – S Max: Maximum spacing between cracks.

• TXYin – In Plane Shear: Account for in-plane shear.

• MXYin – Torsion: Account for torsion.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkConcreteShellCracking(Name, Wmax, K3, K4, K1, Kt, TXYin, MXYin)

Cracking: Check cracking on concrete shells by active code

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name – Checking/design file name.

• Wmax – W Max: Maximum crack width.

• K3 – K3: Constants defined in the National Annexe.

• K4 – K4: Constants defined in the National Annexe.

• K1 – K1: Coefficient to take account of the influence of the bond properties of the bonded reinforcement.

• Kt – Kt: Coefficient to take account of the influence of the duration of the loading.

• TXYin – In Plane Shear: Account for in-plane shear.

• MXYin – Torsion: Account for torsion.

checkConcreteShellCracking(Name, Wmax, K3, K4, K1, Kt, TXYin, MXYin, Entities)

Cracking: Check cracking on concrete shells by active code

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name – Checking/design file name.

• Wmax – W Max: Maximum crack width.

• K3 – K3: Constants defined in the National Annexe.

• K4 – K4: Constants defined in the National Annexe.

• K1 – K1: Coefficient to take account of the influence of the bond properties of the bonded reinforcement.

• Kt – Kt: Coefficient to take account of the influence of the duration of the loading.

• TXYin – In Plane Shear: Account for in-plane shear.

• MXYin – Torsion: Account for torsion.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkConcreteShellCracking(Name, Wmax, K3, K4, K1, Kt, TXYin, MXYin, SelectionGroup)

Cracking: Check cracking on concrete shells by active code

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name – Checking/design file name.

• Wmax – W Max: Maximum crack width.

• K3 – K3: Constants defined in the National Annexe.

• K4 – K4: Constants defined in the National Annexe.

• K1 – K1: Coefficient to take account of the influence of the bond properties of the bonded reinforcement.

• Kt – Kt: Coefficient to take account of the influence of the duration of the loading.

• TXYin – In Plane Shear: Account for in-plane shear.

• MXYin – Torsion: Account for torsion.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkConcreteShellCracking(Name, Wmax, K3, K4, K1, Kt, TXYin, MXYin, Entities)

Cracking: Check cracking on concrete shells by active code

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name – Checking/design file name.

• Wmax – W Max: Maximum crack width.

• K3 – K3: Constants defined in the National Annexe.

• K4 – K4: Constants defined in the National Annexe.

• K1 – K1: Coefficient to take account of the influence of the bond properties of the bonded reinforcement.

• Kt – Kt: Coefficient to take account of the influence of the duration of the loading.

• TXYin – In Plane Shear: Account for in-plane shear.

• MXYin – Torsion: Account for torsion.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkConcreteShellCracking(Name, Wmax, K3, K4, K1, Kt, TXYin, MXYin, SelectionGroup)

Cracking: Check cracking on concrete shells by active code

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name – Checking/design file name.

• Wmax – W Max: Maximum crack width.

• K3 – K3: Constants defined in the National Annexe.

• K4 – K4: Constants defined in the National Annexe.

• K1 – K1: Coefficient to take account of the influence of the bond properties of the bonded reinforcement.

• Kt – Kt: Coefficient to take account of the influence of the duration of the loading.

• TXYin – In Plane Shear: Account for in-plane shear.

• MXYin – Torsion: Account for torsion.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkConcreteShellCracking(Name, Wmax, K3, K4, K1, Kt, TXYin, MXYin, Entities)

Cracking: Check cracking on concrete shells by active code

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name – Checking/design file name.

• Wmax – W Max: Maximum crack width.

• K3 – K3: Constants defined in the National Annexe.

• K4 – K4: Constants defined in the National Annexe.

• K1 – K1: Coefficient to take account of the influence of the bond properties of the bonded reinforcement.

• Kt – Kt: Coefficient to take account of the influence of the duration of the loading.

• TXYin – In Plane Shear: Account for in-plane shear.

• MXYin – Torsion: Account for torsion.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkConcreteShellCracking(Name, Wmax, K3, K4, K1, Kt, TXYin, MXYin, SelectionGroup)

Cracking: Check cracking on concrete shells by active code

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name – Checking/design file name.

• Wmax – W Max: Maximum crack width.

• K3 – K3: Constants defined in the National Annexe.

• K4 – K4: Constants defined in the National Annexe.

• K1 – K1: Coefficient to take account of the influence of the bond properties of the bonded reinforcement.

• Kt – Kt: Coefficient to take account of the influence of the duration of the loading.

• TXYin – In Plane Shear: Account for in-plane shear.

• MXYin – Torsion: Account for torsion.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkConcreteShellIPSH(Name, Fy, StructureType, CheckType)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name – Checking/design file name.

• Fy – fy unlimited: fy value does not limited according to code.

• StructureType – Type of member.

• CheckType – Type of check.

checkConcreteShellIPSH(Name, Fy, StructureType, CheckType, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name – Checking/design file name.

• Fy – fy unlimited: fy value does not limited according to code.

• StructureType – Type of member.

• CheckType – Type of check.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkConcreteShellIPSH(Name, Fy, StructureType, CheckType, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name – Checking/design file name.

• Fy – fy unlimited: fy value does not limited according to code.

• StructureType – Type of member.

• CheckType – Type of check.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkConcreteShellIPSH(Name, Fy, StructureType, CheckType, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name – Checking/design file name.

• Fy – fy unlimited: fy value does not limited according to code.

• StructureType – Type of member.

• CheckType – Type of check.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkConcreteShellIPSH(Name, Fy, StructureType, CheckType, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name – Checking/design file name.

• Fy – fy unlimited: fy value does not limited according to code.

• StructureType – Type of member.

• CheckType – Type of check.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkConcreteShellIPSH(Name, Fy, StructureType, CheckType, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name – Checking/design file name.

• Fy – fy unlimited: fy value does not limited according to code.

• StructureType – Type of member.

• CheckType – Type of check.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkConcreteShellIPSH(Name, Fy, StructureType, CheckType, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name – Checking/design file name.

• Fy – fy unlimited: fy value does not limited according to code.

• StructureType – Type of member.

• CheckType – Type of check.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkConcreteShellMUD(Name, StressReinf)

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

Parameters:

• Name (str) – Checking/design file name.

• StressReinf (Double) – Maximum stress allowed in reinforcement.

checkConcreteShellMUD(Name, StressReinf, Entities)

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

Parameters:

• Name (str) – Checking/design file name.

• StressReinf (Double) – Maximum stress allowed in reinforcement.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkConcreteShellMUD(Name, StressReinf, SelectionGroup)

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

Parameters:

• Name (str) – Checking/design file name.

• StressReinf (Double) – Maximum stress allowed in reinforcement.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkConcreteShellMUD(Name, StressReinf, Entities)

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

Parameters:

• Name (str) – Checking/design file name.

• StressReinf (Double) – Maximum stress allowed in reinforcement.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkConcreteShellMUD(Name, StressReinf, SelectionGroup)

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

Parameters:

• Name (str) – Checking/design file name.

• StressReinf (Double) – Maximum stress allowed in reinforcement.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkConcreteShellMUD(Name, StressReinf, Entities)

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

Parameters:

• Name (str) – Checking/design file name.

• StressReinf (Double) – Maximum stress allowed in reinforcement.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkConcreteShellMUD(Name, StressReinf, SelectionGroup)

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

Parameters:

• Name (str) – Checking/design file name.

• StressReinf (Double) – Maximum stress allowed in reinforcement.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkConcreteShellOD(Name, StressReinf, ForcesAndMoments)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• StressReinf (Double) – Maximum stress allowed in reinforcement.

• Enumerate – { None, Torsion, TorsionCompressionShear, TorsionTensionShear, TorsionShear } ForcesAndMoments: Forces and moments used.

checkConcreteShellOD(Name, StressReinf, ForcesAndMoments, CriterionType)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• StressReinf (Double) – Maximum stress allowed in reinforcement.

• Enumerate – { None, Torsion, TorsionCompressionShear, TorsionTensionShear, TorsionShear } ForcesAndMoments: Forces and moments used.

• Enumerate – { DiagramCenter, DiagramOrigin, ConstantAxialForce } CriterionType: Criterion type.

checkConcreteShellOD(Name, StressReinf, ForcesAndMoments, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• StressReinf (Double) – Maximum stress allowed in reinforcement.

• Enumerate – { None, Torsion, TorsionCompressionShear, TorsionTensionShear, TorsionShear } ForcesAndMoments: Forces and moments used.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkConcreteShellOD(Name, StressReinf, ForcesAndMoments, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• StressReinf (Double) – Maximum stress allowed in reinforcement.

• Enumerate – { None, Torsion, TorsionCompressionShear, TorsionTensionShear, TorsionShear } ForcesAndMoments: Forces and moments used.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkConcreteShellOD(Name, StressReinf, ForcesAndMoments, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• StressReinf (Double) – Maximum stress allowed in reinforcement.

• Enumerate – { None, Torsion, TorsionCompressionShear, TorsionTensionShear, TorsionShear } ForcesAndMoments: Forces and moments used.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkConcreteShellOD(Name, StressReinf, ForcesAndMoments, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• StressReinf (Double) – Maximum stress allowed in reinforcement.

• Enumerate – { None, Torsion, TorsionCompressionShear, TorsionTensionShear, TorsionShear } ForcesAndMoments: Forces and moments used.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkConcreteShellOD(Name, StressReinf, ForcesAndMoments, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• StressReinf (Double) – Maximum stress allowed in reinforcement.

• Enumerate – { None, Torsion, TorsionCompressionShear, TorsionTensionShear, TorsionShear } ForcesAndMoments: Forces and moments used.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkConcreteShellOD(Name, StressReinf, ForcesAndMoments, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• StressReinf (Double) – Maximum stress allowed in reinforcement.

• Enumerate – { None, Torsion, TorsionCompressionShear, TorsionTensionShear, TorsionShear } ForcesAndMoments: Forces and moments used.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkConcreteShellOD(Name, StressReinf, ForcesAndMoments, Entities, CriterionType)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• StressReinf (Double) – Maximum stress allowed in reinforcement.

• Enumerate – { None, Torsion, TorsionCompressionShear, TorsionTensionShear, TorsionShear } ForcesAndMoments: Forces and moments used.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

• Enumerate – { DiagramCenter, DiagramOrigin, ConstantAxialForce } CriterionType: Criterion type.

checkConcreteShellOD(Name, StressReinf, ForcesAndMoments, SelectionGroup, CriterionType)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• StressReinf (Double) – Maximum stress allowed in reinforcement.

• Enumerate – { None, Torsion, TorsionCompressionShear, TorsionTensionShear, TorsionShear } ForcesAndMoments: Forces and moments used.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

• Enumerate – { DiagramCenter, DiagramOrigin, ConstantAxialForce } CriterionType: Criterion type.

checkConcreteShellOD(Name, StressReinf, ForcesAndMoments, Entities, CriterionType)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• StressReinf (Double) – Maximum stress allowed in reinforcement.

• Enumerate – { None, Torsion, TorsionCompressionShear, TorsionTensionShear, TorsionShear } ForcesAndMoments: Forces and moments used.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

• Enumerate – { DiagramCenter, DiagramOrigin, ConstantAxialForce } CriterionType: Criterion type.

checkConcreteShellOD(Name, StressReinf, ForcesAndMoments, SelectionGroup, CriterionType)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• StressReinf (Double) – Maximum stress allowed in reinforcement.

• Enumerate – { None, Torsion, TorsionCompressionShear, TorsionTensionShear, TorsionShear } ForcesAndMoments: Forces and moments used.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

• Enumerate – { DiagramCenter, DiagramOrigin, ConstantAxialForce } CriterionType: Criterion type.

checkConcreteShellOD(Name, StressReinf, ForcesAndMoments, Entities, CriterionType)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• StressReinf (Double) – Maximum stress allowed in reinforcement.

• Enumerate – { None, Torsion, TorsionCompressionShear, TorsionTensionShear, TorsionShear } ForcesAndMoments: Forces and moments used.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

• Enumerate – { DiagramCenter, DiagramOrigin, ConstantAxialForce } CriterionType: Criterion type.

checkConcreteShellOD(Name, StressReinf, ForcesAndMoments, SelectionGroup, CriterionType)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• StressReinf (Double) – Maximum stress allowed in reinforcement.

• Enumerate – { None, Torsion, TorsionCompressionShear, TorsionTensionShear, TorsionShear } ForcesAndMoments: Forces and moments used.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

• Enumerate – { DiagramCenter, DiagramOrigin, ConstantAxialForce } CriterionType: Criterion type.

checkConcreteShellOPSH(Name)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

Name (str) – Checking/design file name.

checkConcreteShellOPSH(Name, Fy)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Fy – fy unlimited: fy value does not limited according to code.

checkConcreteShellOPSH(Name, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkConcreteShellOPSH(Name, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkConcreteShellOPSH(Name, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkConcreteShellOPSH(Name, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkConcreteShellOPSH(Name, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkConcreteShellOPSH(Name, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkConcreteShellOPSH(Name, Fy, StructureType)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Fy – fy unlimited: fy value does not limited according to code.

• StructureType – Type of member.

checkConcreteShellOPSH(Name, Fy, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Fy – fy unlimited: fy value does not limited according to code.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkConcreteShellOPSH(Name, Fy, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Fy – fy unlimited: fy value does not limited according to code.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkConcreteShellOPSH(Name, Fy, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Fy – fy unlimited: fy value does not limited according to code.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkConcreteShellOPSH(Name, Fy, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Fy – fy unlimited: fy value does not limited according to code.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkConcreteShellOPSH(Name, Fy, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Fy – fy unlimited: fy value does not limited according to code.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkConcreteShellOPSH(Name, Fy, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Fy – fy unlimited: fy value does not limited according to code.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkConcreteShellOPSH(Name, Fy, StructureType, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Fy – fy unlimited: fy value does not limited according to code.

• StructureType – Type of member.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkConcreteShellOPSH(Name, Fy, StructureType, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Fy – fy unlimited: fy value does not limited according to code.

• StructureType – Type of member.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkConcreteShellOPSH(Name, Fy, StructureType, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Fy – fy unlimited: fy value does not limited according to code.

• StructureType – Type of member.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkConcreteShellOPSH(Name, Fy, StructureType, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Fy – fy unlimited: fy value does not limited according to code.

• StructureType – Type of member.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkConcreteShellOPSH(Name, Fy, StructureType, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Fy – fy unlimited: fy value does not limited according to code.

• StructureType – Type of member.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkConcreteShellOPSH(Name, Fy, StructureType, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Fy – fy unlimited: fy value does not limited according to code.

• StructureType – Type of member.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkPSCBeamAxialBending(Name, Dirkey)

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

Alias: checkPSCBeamAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Enumerate – { XY, XZ } Dirkey: Dirkey: Key identifying the bending plane to be checked.

checkPSCBeamAxialBending(Name, Dirkey, Entities)

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

Alias: checkPSCBeamAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Enumerate – { XY, XZ } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkPSCBeamAxialBending(Name, Dirkey, SelectionGroup)

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

Alias: checkPSCBeamAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Enumerate – { XY, XZ } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkPSCBeamAxialBending(Name, Dirkey, Entities)

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

Alias: checkPSCBeamAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Enumerate – { XY, XZ } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkPSCBeamAxialBending(Name, Dirkey, SelectionGroup)

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

Alias: checkPSCBeamAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Enumerate – { XY, XZ } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkPSCBeamAxialBending(Name, Dirkey, Entities)

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

Alias: checkPSCBeamAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Enumerate – { XY, XZ } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkPSCBeamAxialBending(Name, Dirkey, SelectionGroup)

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

Alias: checkPSCBeamAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Enumerate – { XY, XZ } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkSolidSectionAxialBending(Name, SCMax, SSMax, Dirkey)

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

Alias: checkSolidSectionAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Enumerate – { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked.

checkSolidSectionAxialBending(Name, SCMax, SSMax, Dirkey, CriterionType)

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

Alias: checkSolidSectionAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Enumerate – { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• Enumerate – { DiagramCenter, DiagramOrigin, ConstantAxialForce, DiagramCenterOrigin } CriterionType: Criterion type.

checkSolidSectionAxialBending(Name, SCMax, SSMax, Dirkey, MemberType)

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

Alias: checkSolidSectionAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Enumerate – { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• MemberType – Type of reinforcement.

checkSolidSectionAxialBending(Name, SCMax, SSMax, Dirkey, MemberType, CriterionType)

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

Alias: checkSolidSectionAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Enumerate – { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• MemberType – Type of reinforcement.

• Enumerate – { DiagramCenter, DiagramOrigin, ConstantAxialForce, DiagramCenterOrigin } CriterionType: Criterion type.

checkSolidSectionCracking(Name, CrackingDirkey, Smax)

Cracking: Cracking check on reinforced concrete beams by active code

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Enumerate – { XY, XZ } CrackingDirkey: Dirkey: Key identifying the cracking plane.

• Smax – S reference: Bar spacing.

checkSolidSectionCracking(Name, CrackingDirkey, Wmax, K1, Kt, K3, K4)

Cracking: Cracking check on reinforced concrete beams by active code

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Enumerate – { XY, XZ } CrackingDirkey: Dirkey: Key identifying the cracking plane.

• Wmax (Double) – Wmax: Maximum crack width.

• 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.

• 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.

• K3 (Double) – k3: Constants defined in the National Annexe(=3.4 by default).

• K4 (Double) – k4: Constants defined in the National Annexe(=0.425 by default).

checkSolidSectionST(Name, QY, QZ, Torsion)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• QY (bool) – Shear QY: Shear checking/design along element Y direction.

• QZ (bool) – Shear QZ: Shear checking/design along element Z direction.

• Torsion (bool) – Torsion: Torsion checking/design.

checkSolidSectionST(Name, QY, QZ, Torsion, Fy)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• QY (bool) – Shear QY: Shear checking/design along element Y direction.

• QZ (bool) – Shear QZ: Shear checking/design along element Z direction.

• Torsion (bool) – Torsion: Torsion checking/design.

• Fy – fy unlimited: fy value does not limited according to code.

checkSolidSectionST(Name, QY, QZ, Torsion, SeismicLoads)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• QY (bool) – Shear QY: Shear checking/design along element Y direction.

• QZ (bool) – Shear QZ: Shear checking/design along element Z direction.

• Torsion (bool) – Torsion: Torsion checking/design.

• SeismicLoads – seismic loads: Loads are seismic.

checkSteelBeam(Name, Loading)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• 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.

checkSteelBeam(Name, Loading, AxisEC3)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• 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.

• 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.

checkSteelBeam(Name, Loading, AxisSTRUCT_CODE_SP)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• 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.

• AxisSTRUCT_CODE_SP – Bending axis: Y axis of Structural Code.

checkSteelBeam(Name, Loading, AxisIS800)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• 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.

• AxisIS800 – Bending axis: Z axis of IS800.

checkSteelBeam(Name, Loading, AxisBS5950)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• 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.

• AxisBS5950 – Bending axis: X axis of BS_5950.

checkSteelBeam(Name, Loading, CheckAxis)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• 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.

• CheckAxis – Check axis: Local bending axis of section.

checkSteelBeam(Name, Loading, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• 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.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkSteelBeam(Name, Loading, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• 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.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkSteelBeam(Name, Loading, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• 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.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkSteelBeam(Name, Loading, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• 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.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkSteelBeam(Name, Loading, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• 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.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkSteelBeam(Name, Loading, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• 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.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkSteelBeam(Name, Loading, AxisEC3, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• 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.

• 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.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkSteelBeam(Name, Loading, AxisSTRUCT_CODE_SP, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• 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.

• AxisSTRUCT_CODE_SP – Bending axis: Y axis of Structural Code.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkSteelBeam(Name, Loading, AxisIS800, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• 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.

• AxisIS800 – Bending axis: Z axis of IS800.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkSteelBeam(Name, Loading, AxisBS5950, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• 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.

• AxisBS5950 – Bending axis: X axis of BS_5950.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkSteelBeam(Name, Loading, CheckAxis, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• 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.

• CheckAxis – Check axis: Local bending axis of section.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkSteelBeam(Name, Loading, AxisEC3, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• 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.

• 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.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkSteelBeam(Name, Loading, AxisSTRUCT_CODE_SP, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• 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.

• AxisSTRUCT_CODE_SP – Bending axis: Y axis of Structural Code.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkSteelBeam(Name, Loading, AxisIS800, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• 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.

• AxisIS800 – Bending axis: Z axis of IS800.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkSteelBeam(Name, Loading, AxisBS5950, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• 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.

• AxisBS5950 – Bending axis: X axis of BS_5950.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkSteelBeam(Name, Loading, CheckAxis, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• 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.

• CheckAxis – Check axis: Local bending axis of section.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkSteelBeam(Name, Loading, AxisEC3, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• 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.

• 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.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkSteelBeam(Name, Loading, AxisSTRUCT_CODE_SP, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• 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.

• AxisSTRUCT_CODE_SP – Bending axis: Y axis of Structural Code.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkSteelBeam(Name, Loading, AxisIS800, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• 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.

• AxisIS800 – Bending axis: Z axis of IS800.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkSteelBeam(Name, Loading, AxisBS5950, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• 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.

• AxisBS5950 – Bending axis: X axis of BS_5950.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkSteelBeam(Name, Loading, CheckAxis, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• 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.

• CheckAxis – Check axis: Local bending axis of section.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkSteelBeam(Name, Loading, AxisEC3, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• 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.

• 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.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkSteelBeam(Name, Loading, AxisSTRUCT_CODE_SP, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• 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.

• AxisSTRUCT_CODE_SP – Bending axis: Y axis of Structural Code.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkSteelBeam(Name, Loading, AxisIS800, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• 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.

• AxisIS800 – Bending axis: Z axis of IS800.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkSteelBeam(Name, Loading, AxisBS5950, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• 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.

• AxisBS5950 – Bending axis: X axis of BS_5950.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkSteelBeam(Name, Loading, CheckAxis, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• 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.

• CheckAxis – Check axis: Local bending axis of section.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkSteelBeam(Name, Loading, AxisEC3, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• 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.

• 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.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkSteelBeam(Name, Loading, AxisSTRUCT_CODE_SP, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• 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.

• AxisSTRUCT_CODE_SP – Bending axis: Y axis of Structural Code.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkSteelBeam(Name, Loading, AxisIS800, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• 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.

• AxisIS800 – Bending axis: Z axis of IS800.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkSteelBeam(Name, Loading, AxisBS5950, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• 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.

• AxisBS5950 – Bending axis: X axis of BS_5950.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkSteelBeam(Name, Loading, CheckAxis, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• 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.

• CheckAxis – Check axis: Local bending axis of section.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

checkSteelBeam(Name, Loading, AxisEC3, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• 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.

• 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.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkSteelBeam(Name, Loading, AxisSTRUCT_CODE_SP, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• 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.

• AxisSTRUCT_CODE_SP – Bending axis: Y axis of Structural Code.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkSteelBeam(Name, Loading, AxisIS800, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• 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.

• AxisIS800 – Bending axis: Z axis of IS800.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkSteelBeam(Name, Loading, AxisBS5950, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• 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.

• AxisBS5950 – Bending axis: X axis of BS_5950.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

checkSteelBeam(Name, Loading, CheckAxis, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• 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.

• CheckAxis – Check axis: Local bending axis of section.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

designConcreteBeamAxialBending(Name, SCMax, SSMax, Wmin, Wmax, Dirkey)

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

Alias: designConcreteBeamAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Wmin (Double) – minimum amount: Minimum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.

• Wmax (Double) – maximum amount: Maximum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.

• Enumerate – { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked.

designConcreteBeamAxialBending(Name, SCMax, SSMax, Wmin, Wmax, Dirkey, MemberType)

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

Alias: designConcreteBeamAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Wmin (Double) – minimum amount: Minimum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.

• Wmax (Double) – maximum amount: Maximum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.

• Enumerate – { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• MemberType – Type of reinforcement.

designConcreteBeamAxialBending(Name, SCMax, SSMax, Wmin, Wmax, Dirkey, Entities)

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

Alias: designConcreteBeamAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Wmin (Double) – minimum amount: Minimum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.

• Wmax (Double) – maximum amount: Maximum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.

• Enumerate – { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

designConcreteBeamAxialBending(Name, SCMax, SSMax, Wmin, Wmax, Dirkey, SelectionGroup)

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

Alias: designConcreteBeamAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Wmin (Double) – minimum amount: Minimum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.

• Wmax (Double) – maximum amount: Maximum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.

• Enumerate – { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

designConcreteBeamAxialBending(Name, SCMax, SSMax, Wmin, Wmax, Dirkey, Entities)

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

Alias: designConcreteBeamAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Wmin (Double) – minimum amount: Minimum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.

• Wmax (Double) – maximum amount: Maximum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.

• Enumerate – { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

designConcreteBeamAxialBending(Name, SCMax, SSMax, Wmin, Wmax, Dirkey, SelectionGroup)

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

Alias: designConcreteBeamAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Wmin (Double) – minimum amount: Minimum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.

• Wmax (Double) – maximum amount: Maximum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.

• Enumerate – { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

designConcreteBeamAxialBending(Name, SCMax, SSMax, Wmin, Wmax, Dirkey, Entities)

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

Alias: designConcreteBeamAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Wmin (Double) – minimum amount: Minimum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.

• Wmax (Double) – maximum amount: Maximum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.

• Enumerate – { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

designConcreteBeamAxialBending(Name, SCMax, SSMax, Wmin, Wmax, Dirkey, SelectionGroup)

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

Alias: designConcreteBeamAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Wmin (Double) – minimum amount: Minimum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.

• Wmax (Double) – maximum amount: Maximum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.

• Enumerate – { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

designConcreteBeamAxialBending(Name, SCMax, SSMax, Wmin, Wmax, Dirkey, MemberType, Entities)

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

Alias: designConcreteBeamAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Wmin (Double) – minimum amount: Minimum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.

• Wmax (Double) – maximum amount: Maximum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.

• Enumerate – { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• MemberType – Type of reinforcement.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

designConcreteBeamAxialBending(Name, SCMax, SSMax, Wmin, Wmax, Dirkey, MemberType, SelectionGroup)

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

Alias: designConcreteBeamAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Wmin (Double) – minimum amount: Minimum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.

• Wmax (Double) – maximum amount: Maximum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.

• Enumerate – { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• MemberType – Type of reinforcement.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

designConcreteBeamAxialBending(Name, SCMax, SSMax, Wmin, Wmax, Dirkey, MemberType, Entities)

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

Alias: designConcreteBeamAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Wmin (Double) – minimum amount: Minimum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.

• Wmax (Double) – maximum amount: Maximum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.

• Enumerate – { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• MemberType – Type of reinforcement.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

designConcreteBeamAxialBending(Name, SCMax, SSMax, Wmin, Wmax, Dirkey, MemberType, SelectionGroup)

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

Alias: designConcreteBeamAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Wmin (Double) – minimum amount: Minimum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.

• Wmax (Double) – maximum amount: Maximum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.

• Enumerate – { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• MemberType – Type of reinforcement.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

designConcreteBeamAxialBending(Name, SCMax, SSMax, Wmin, Wmax, Dirkey, MemberType, Entities)

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

Alias: designConcreteBeamAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Wmin (Double) – minimum amount: Minimum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.

• Wmax (Double) – maximum amount: Maximum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.

• Enumerate – { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• MemberType – Type of reinforcement.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

designConcreteBeamAxialBending(Name, SCMax, SSMax, Wmin, Wmax, Dirkey, MemberType, SelectionGroup)

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

Alias: designConcreteBeamAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Wmin (Double) – minimum amount: Minimum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.

• Wmax (Double) – maximum amount: Maximum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.

• Enumerate – { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• MemberType – Type of reinforcement.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

designConcreteBeamST(Name, QY, QZ, Torsion)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• QY (bool) – Shear QY: Shear checking/design along element Y direction.

• QZ (bool) – Shear QZ: Shear checking/design along element Z direction.

• Torsion (bool) – Torsion: Torsion checking/design.

designConcreteBeamST(Name, QY, QZ, Torsion, Fy)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• QY (bool) – Shear QY: Shear checking/design along element Y direction.

• QZ (bool) – Shear QZ: Shear checking/design along element Z direction.

• Torsion (bool) – Torsion: Torsion checking/design.

• Fy – fy unlimited: fy value does not limited according to code.

designConcreteBeamST(Name, QY, QZ, Torsion, SeismicLoads)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• QY (bool) – Shear QY: Shear checking/design along element Y direction.

• QZ (bool) – Shear QZ: Shear checking/design along element Z direction.

• Torsion (bool) – Torsion: Torsion checking/design.

• SeismicLoads – seismic loads: Loads are seismic.

designConcreteBeamST(Name, QY, QZ, Torsion, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• QY (bool) – Shear QY: Shear checking/design along element Y direction.

• QZ (bool) – Shear QZ: Shear checking/design along element Z direction.

• Torsion (bool) – Torsion: Torsion checking/design.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

designConcreteBeamST(Name, QY, QZ, Torsion, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• QY (bool) – Shear QY: Shear checking/design along element Y direction.

• QZ (bool) – Shear QZ: Shear checking/design along element Z direction.

• Torsion (bool) – Torsion: Torsion checking/design.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

designConcreteBeamST(Name, QY, QZ, Torsion, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• QY (bool) – Shear QY: Shear checking/design along element Y direction.

• QZ (bool) – Shear QZ: Shear checking/design along element Z direction.

• Torsion (bool) – Torsion: Torsion checking/design.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

designConcreteBeamST(Name, QY, QZ, Torsion, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• QY (bool) – Shear QY: Shear checking/design along element Y direction.

• QZ (bool) – Shear QZ: Shear checking/design along element Z direction.

• Torsion (bool) – Torsion: Torsion checking/design.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

designConcreteBeamST(Name, QY, QZ, Torsion, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• QY (bool) – Shear QY: Shear checking/design along element Y direction.

• QZ (bool) – Shear QZ: Shear checking/design along element Z direction.

• Torsion (bool) – Torsion: Torsion checking/design.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

designConcreteBeamST(Name, QY, QZ, Torsion, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• QY (bool) – Shear QY: Shear checking/design along element Y direction.

• QZ (bool) – Shear QZ: Shear checking/design along element Z direction.

• Torsion (bool) – Torsion: Torsion checking/design.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

designConcreteBeamST(Name, QY, QZ, Torsion, Fy, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• QY (bool) – Shear QY: Shear checking/design along element Y direction.

• QZ (bool) – Shear QZ: Shear checking/design along element Z direction.

• Torsion (bool) – Torsion: Torsion checking/design.

• Fy – fy unlimited: fy value does not limited according to code.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

designConcreteBeamST(Name, QY, QZ, Torsion, SeismicLoads, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• QY (bool) – Shear QY: Shear checking/design along element Y direction.

• QZ (bool) – Shear QZ: Shear checking/design along element Z direction.

• Torsion (bool) – Torsion: Torsion checking/design.

• SeismicLoads – seismic loads: Loads are seismic.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

designConcreteBeamST(Name, QY, QZ, Torsion, Fy, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• QY (bool) – Shear QY: Shear checking/design along element Y direction.

• QZ (bool) – Shear QZ: Shear checking/design along element Z direction.

• Torsion (bool) – Torsion: Torsion checking/design.

• Fy – fy unlimited: fy value does not limited according to code.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

designConcreteBeamST(Name, QY, QZ, Torsion, SeismicLoads, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• QY (bool) – Shear QY: Shear checking/design along element Y direction.

• QZ (bool) – Shear QZ: Shear checking/design along element Z direction.

• Torsion (bool) – Torsion: Torsion checking/design.

• SeismicLoads – seismic loads: Loads are seismic.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

designConcreteBeamST(Name, QY, QZ, Torsion, Fy, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• QY (bool) – Shear QY: Shear checking/design along element Y direction.

• QZ (bool) – Shear QZ: Shear checking/design along element Z direction.

• Torsion (bool) – Torsion: Torsion checking/design.

• Fy – fy unlimited: fy value does not limited according to code.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

designConcreteBeamST(Name, QY, QZ, Torsion, SeismicLoads, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• QY (bool) – Shear QY: Shear checking/design along element Y direction.

• QZ (bool) – Shear QZ: Shear checking/design along element Z direction.

• Torsion (bool) – Torsion: Torsion checking/design.

• SeismicLoads – seismic loads: Loads are seismic.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

designConcreteBeamST(Name, QY, QZ, Torsion, Fy, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• QY (bool) – Shear QY: Shear checking/design along element Y direction.

• QZ (bool) – Shear QZ: Shear checking/design along element Z direction.

• Torsion (bool) – Torsion: Torsion checking/design.

• Fy – fy unlimited: fy value does not limited according to code.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

designConcreteBeamST(Name, QY, QZ, Torsion, SeismicLoads, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• QY (bool) – Shear QY: Shear checking/design along element Y direction.

• QZ (bool) – Shear QZ: Shear checking/design along element Z direction.

• Torsion (bool) – Torsion: Torsion checking/design.

• SeismicLoads – seismic loads: Loads are seismic.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

designConcreteBeamST(Name, QY, QZ, Torsion, Fy, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• QY (bool) – Shear QY: Shear checking/design along element Y direction.

• QZ (bool) – Shear QZ: Shear checking/design along element Z direction.

• Torsion (bool) – Torsion: Torsion checking/design.

• Fy – fy unlimited: fy value does not limited according to code.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

designConcreteBeamST(Name, QY, QZ, Torsion, SeismicLoads, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• QY (bool) – Shear QY: Shear checking/design along element Y direction.

• QZ (bool) – Shear QZ: Shear checking/design along element Z direction.

• Torsion (bool) – Torsion: Torsion checking/design.

• SeismicLoads – seismic loads: Loads are seismic.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

designConcreteBeamST(Name, QY, QZ, Torsion, Fy, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• QY (bool) – Shear QY: Shear checking/design along element Y direction.

• QZ (bool) – Shear QZ: Shear checking/design along element Z direction.

• Torsion (bool) – Torsion: Torsion checking/design.

• Fy – fy unlimited: fy value does not limited according to code.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

designConcreteBeamST(Name, QY, QZ, Torsion, SeismicLoads, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• QY (bool) – Shear QY: Shear checking/design along element Y direction.

• QZ (bool) – Shear QZ: Shear checking/design along element Z direction.

• Torsion (bool) – Torsion: Torsion checking/design.

• SeismicLoads – seismic loads: Loads are seismic.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

designConcreteShellCEB(Name)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

Name (str) – Checking/design file name.

designConcreteShellCEB(Name, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

designConcreteShellCEB(Name, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

designConcreteShellCEB(Name, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

designConcreteShellCEB(Name, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

designConcreteShellCEB(Name, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

designConcreteShellCEB(Name, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

designConcreteShellIPSH(Name, Fy, StructureType, CheckType)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name – Checking/design file name.

• Fy – fy unlimited: fy value does not limited according to code.

• StructureType – Type of member.

• CheckType – Type of check.

designConcreteShellIPSH(Name, Fy, StructureType, CheckType, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name – Checking/design file name.

• Fy – fy unlimited: fy value does not limited according to code.

• StructureType – Type of member.

• CheckType – Type of check.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

designConcreteShellIPSH(Name, Fy, StructureType, CheckType, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name – Checking/design file name.

• Fy – fy unlimited: fy value does not limited according to code.

• StructureType – Type of member.

• CheckType – Type of check.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

designConcreteShellIPSH(Name, Fy, StructureType, CheckType, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name – Checking/design file name.

• Fy – fy unlimited: fy value does not limited according to code.

• StructureType – Type of member.

• CheckType – Type of check.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

designConcreteShellIPSH(Name, Fy, StructureType, CheckType, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name – Checking/design file name.

• Fy – fy unlimited: fy value does not limited according to code.

• StructureType – Type of member.

• CheckType – Type of check.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

designConcreteShellIPSH(Name, Fy, StructureType, CheckType, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name – Checking/design file name.

• Fy – fy unlimited: fy value does not limited according to code.

• StructureType – Type of member.

• CheckType – Type of check.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

designConcreteShellIPSH(Name, Fy, StructureType, CheckType, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name – Checking/design file name.

• Fy – fy unlimited: fy value does not limited according to code.

• StructureType – Type of member.

• CheckType – Type of check.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

designConcreteShellMUD(Name, StressReinf)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• StressReinf (Double) – Maximum stress allowed in reinforcement.

designConcreteShellMUD(Name, StressReinf, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• StressReinf (Double) – Maximum stress allowed in reinforcement.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

designConcreteShellMUD(Name, StressReinf, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• StressReinf (Double) – Maximum stress allowed in reinforcement.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

designConcreteShellMUD(Name, StressReinf, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• StressReinf (Double) – Maximum stress allowed in reinforcement.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

designConcreteShellMUD(Name, StressReinf, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• StressReinf (Double) – Maximum stress allowed in reinforcement.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

designConcreteShellMUD(Name, StressReinf, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• StressReinf (Double) – Maximum stress allowed in reinforcement.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

designConcreteShellMUD(Name, StressReinf, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• StressReinf (Double) – Maximum stress allowed in reinforcement.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

designConcreteShellOD(Name, StressReinf, ForcesAndMoments, ReinfDistribution)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• StressReinf (Double) – Maximum stress allowed in reinforcement.

• Enumerate – { None, Torsion, TorsionCompressionShear, TorsionTensionShear, TorsionShear } ForcesAndMoments: Forces and moments used.

• Enumerate – { Minimize, OneSurface, Symmetric } ReinfDistribution: Reinforcement distribution to be obtained.

designConcreteShellOD(Name, StressReinf, ForcesAndMoments, ReinfDistribution, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• StressReinf (Double) – Maximum stress allowed in reinforcement.

• Enumerate – { None, Torsion, TorsionCompressionShear, TorsionTensionShear, TorsionShear } ForcesAndMoments: Forces and moments used.

• Enumerate – { Minimize, OneSurface, Symmetric } ReinfDistribution: Reinforcement distribution to be obtained.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

designConcreteShellOD(Name, StressReinf, ForcesAndMoments, ReinfDistribution, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• StressReinf (Double) – Maximum stress allowed in reinforcement.

• Enumerate – { None, Torsion, TorsionCompressionShear, TorsionTensionShear, TorsionShear } ForcesAndMoments: Forces and moments used.

• Enumerate – { Minimize, OneSurface, Symmetric } ReinfDistribution: Reinforcement distribution to be obtained.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

designConcreteShellOD(Name, StressReinf, ForcesAndMoments, ReinfDistribution, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• StressReinf (Double) – Maximum stress allowed in reinforcement.

• Enumerate – { None, Torsion, TorsionCompressionShear, TorsionTensionShear, TorsionShear } ForcesAndMoments: Forces and moments used.

• Enumerate – { Minimize, OneSurface, Symmetric } ReinfDistribution: Reinforcement distribution to be obtained.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

designConcreteShellOD(Name, StressReinf, ForcesAndMoments, ReinfDistribution, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• StressReinf (Double) – Maximum stress allowed in reinforcement.

• Enumerate – { None, Torsion, TorsionCompressionShear, TorsionTensionShear, TorsionShear } ForcesAndMoments: Forces and moments used.

• Enumerate – { Minimize, OneSurface, Symmetric } ReinfDistribution: Reinforcement distribution to be obtained.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

designConcreteShellOD(Name, StressReinf, ForcesAndMoments, ReinfDistribution, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• StressReinf (Double) – Maximum stress allowed in reinforcement.

• Enumerate – { None, Torsion, TorsionCompressionShear, TorsionTensionShear, TorsionShear } ForcesAndMoments: Forces and moments used.

• Enumerate – { Minimize, OneSurface, Symmetric } ReinfDistribution: Reinforcement distribution to be obtained.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

designConcreteShellOD(Name, StressReinf, ForcesAndMoments, ReinfDistribution, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• StressReinf (Double) – Maximum stress allowed in reinforcement.

• Enumerate – { None, Torsion, TorsionCompressionShear, TorsionTensionShear, TorsionShear } ForcesAndMoments: Forces and moments used.

• Enumerate – { Minimize, OneSurface, Symmetric } ReinfDistribution: Reinforcement distribution to be obtained.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

designConcreteShellOPSH(Name)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

Name (str) – Checking/design file name.

designConcreteShellOPSH(Name, Fy)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Fy – fy unlimited: fy value does not limited according to code.

designConcreteShellOPSH(Name, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

designConcreteShellOPSH(Name, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

designConcreteShellOPSH(Name, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

designConcreteShellOPSH(Name, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

designConcreteShellOPSH(Name, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

designConcreteShellOPSH(Name, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

designConcreteShellOPSH(Name, Fy, StructureType)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Fy – fy unlimited: fy value does not limited according to code.

• StructureType – Type of member.

designConcreteShellOPSH(Name, Fy, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Fy – fy unlimited: fy value does not limited according to code.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

designConcreteShellOPSH(Name, Fy, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Fy – fy unlimited: fy value does not limited according to code.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

designConcreteShellOPSH(Name, Fy, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Fy – fy unlimited: fy value does not limited according to code.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

designConcreteShellOPSH(Name, Fy, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Fy – fy unlimited: fy value does not limited according to code.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

designConcreteShellOPSH(Name, Fy, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Fy – fy unlimited: fy value does not limited according to code.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

designConcreteShellOPSH(Name, Fy, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Fy – fy unlimited: fy value does not limited according to code.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

designConcreteShellOPSH(Name, Fy, StructureType, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Fy – fy unlimited: fy value does not limited according to code.

• StructureType – Type of member.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

designConcreteShellOPSH(Name, Fy, StructureType, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Fy – fy unlimited: fy value does not limited according to code.

• StructureType – Type of member.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

designConcreteShellOPSH(Name, Fy, StructureType, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Fy – fy unlimited: fy value does not limited according to code.

• StructureType – Type of member.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

designConcreteShellOPSH(Name, Fy, StructureType, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Fy – fy unlimited: fy value does not limited according to code.

• StructureType – Type of member.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

designConcreteShellOPSH(Name, Fy, StructureType, Entities)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Fy – fy unlimited: fy value does not limited according to code.

• StructureType – Type of member.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

designConcreteShellOPSH(Name, Fy, StructureType, SelectionGroup)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Fy – fy unlimited: fy value does not limited according to code.

• StructureType – Type of member.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

designConcreteShellWoodArmer(Name)

Wood-Armer: Design the concrete shells using Wood-Armer methodology

Alias: designConcreteShellWA

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

Name (str) – Checking/design file name.

designConcreteShellWoodArmer(Name, Entities)

Wood-Armer: Design the concrete shells using Wood-Armer methodology

Alias: designConcreteShellWA

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

designConcreteShellWoodArmer(Name, SelectionGroup)

Wood-Armer: Design the concrete shells using Wood-Armer methodology

Alias: designConcreteShellWA

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

designConcreteShellWoodArmer(Name, Entities)

Wood-Armer: Design the concrete shells using Wood-Armer methodology

Alias: designConcreteShellWA

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

designConcreteShellWoodArmer(Name, SelectionGroup)

Wood-Armer: Design the concrete shells using Wood-Armer methodology

Alias: designConcreteShellWA

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

designConcreteShellWoodArmer(Name, Entities)

Wood-Armer: Design the concrete shells using Wood-Armer methodology

Alias: designConcreteShellWA

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• Entities (PVectorConst) – Entities: Select entities to check/design. Conditions: “” does not exist in the dropdown list.

designConcreteShellWoodArmer(Name, SelectionGroup)

Wood-Armer: Design the concrete shells using Wood-Armer methodology

Alias: designConcreteShellWA

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

designSolidSectionAxialBending(Name, SCMax, SSMax, Wmin, Wmax, Dirkey)

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

Alias: designSolidSectionAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Wmin (Double) – minimum amount: Minimum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.

• Wmax (Double) – maximum amount: Maximum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.

• Enumerate – { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked.

designSolidSectionAxialBending(Name, SCMax, SSMax, Wmin, Wmax, Dirkey, MemberType)

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

Alias: designSolidSectionAB

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Wmin (Double) – minimum amount: Minimum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.

• Wmax (Double) – maximum amount: Maximum allowable amount of reinforcement on design. Conditions: Value must be greater or equal than 0.

• Enumerate – { XY, XZ, TD } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• MemberType – Type of reinforcement.

designSolidSectionST(Name, QY, QZ, Torsion)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• QY (bool) – Shear QY: Shear checking/design along element Y direction.

• QZ (bool) – Shear QZ: Shear checking/design along element Z direction.

• Torsion (bool) – Torsion: Torsion checking/design.

designSolidSectionST(Name, QY, QZ, Torsion, Fy)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• QY (bool) – Shear QY: Shear checking/design along element Y direction.

• QZ (bool) – Shear QZ: Shear checking/design along element Z direction.

• Torsion (bool) – Torsion: Torsion checking/design.

• Fy – fy unlimited: fy value does not limited according to code.

designSolidSectionST(Name, QY, QZ, Torsion, SeismicLoads)

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

Constraints: Static analysis, Transient analysis, Results loaded

Parameters:

• Name (str) – Checking/design file name.

• QY (bool) – Shear QY: Shear checking/design along element Y direction.

• QZ (bool) – Shear QZ: Shear checking/design along element Z direction.

• Torsion (bool) – Torsion: Torsion checking/design.

• SeismicLoads – seismic loads: Loads are seismic.

graphSnapshot(Path)

Capture the graph (current tab)

Constraints: User interface, Results loaded

Parameters:

Path (Path) – Save path.

graphSnapshot(Path, Override)

Capture the graph (current tab)

Constraints: User interface, Results loaded

Parameters:

• Path (Path) – Save path.

• Override (bool) – Set to true to override the file if it exists, without warning.

interactionDiagramSnapshot(Path)

Capture interaction diagram (current tab)

Alias: interDiagSnap

Constraints: User interface, Results loaded

Parameters:

Path (Path) – Save path.

interactionDiagramSnapshot(Path, Override)

Capture interaction diagram (current tab)

Alias: interDiagSnap

Constraints: User interface, Results loaded

Parameters:

• Path (Path) – Save path.

• Override (bool) – Set to true to override the file if it exists, without warning.

PSCBeamInteractionDiagram(Element, Extreme, Dirkey)

Beams (Prestress): Interaction diagram on concrete prestressed beam elements

Alias: PSCBeamInterDiag

Constraints: Static analysis, Transient analysis, User interface, Results loaded

Parameters:

• Element (int) – Element. Conditions: Value must be lower or equal than 1.00.

• Extreme (int) – End. Conditions: Value must be greater or equal than 0.00 and lower or equal than 1.00.

• Enumerate – { XY, XZ } Dirkey: Dirkey: Key identifying the bending plane to be checked.

shellInteractionDiagram(Element, Extreme, SCMax, SSMax, Dirkey)

Shells: Interaction diagram on concrete shell elements

Alias: shellInterDiag

Constraints: Static analysis, Transient analysis, User interface, Results loaded

Parameters:

• Element (int) – Element. Conditions: Value must be lower or equal than 1.00.

• Extreme (int) – End. Conditions: Value must be greater or equal than 0.00 and lower or equal than 3.00.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Enumerate – { X, Y } Dirkey: Dirkey: Key identifying the bending plane to be checked.

shellInteractionDiagram(Element, Extreme, SCMax, SSMax, Dirkey, CriterionType)

Shells: Interaction diagram on concrete shell elements

Alias: shellInterDiag

Constraints: Static analysis, Transient analysis, User interface, Results loaded

Parameters:

• Element (int) – Element. Conditions: Value must be lower or equal than 1.00.

• Extreme (int) – End. Conditions: Value must be greater or equal than 0.00 and lower or equal than 3.00.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Enumerate – { X, Y } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• Enumerate – { DiagramCenter, DiagramOrigin, ConstantAxialForce } CriterionType: Criterion type.

solidSectionInteractionDiagram(SolidSectionId, SCMax, SSMax, Dirkey)

Solid sections: Interaction diagram on solid sections

Alias: ssInterDiag

Constraints: Static analysis, Transient analysis, User interface, Results loaded

Parameters:

• SolidSectionId (int) – Solid section: Id number of solid section. Conditions: Value must be lower or equal than 1.00.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Enumerate – { XY, XZ } Dirkey: Dirkey: Key identifying the bending plane to be checked.

solidSectionInteractionDiagram(SolidSectionId, SCMax, SSMax, Dirkey, MemberType)

Solid sections: Interaction diagram on solid sections

Alias: ssInterDiag

Constraints: Static analysis, Transient analysis, User interface, Results loaded

Parameters:

• SolidSectionId (int) – Solid section: Id number of solid section. Conditions: Value must be lower or equal than 1.00.

• SCMax (Double) – concrete stress: Maximum stress on concrete. Conditions: Value must be greater or equal than 0.

• SSMax (Double) – steel stress: Maximum stress on steel. Conditions: Value must be greater or equal than 0.

• Enumerate – { XY, XZ } Dirkey: Dirkey: Key identifying the bending plane to be checked.

• MemberType – Type of reinforcement.