![]() | IConcreteColumnAttributeSet Properties |
The IConcreteColumnAttributeSet type exposes the following members.

Name | Description | |
---|---|---|
![]() | Alignment |
Gets the span alignment
|
![]() | AutoAlign |
Gets a value indicating whether automatic alignment will be applied when the member is created in the model
|
![]() | AutoDesign |
Gets a value indicating whether the member is in auto-design mode
|
![]() | AutoDesignOption |
Gets the auto-design option
|
![]() | ConcreteDensityClass |
Gets the concrete density class
|
![]() | ConcreteType |
Gets the concrete type
|
![]() | Construction |
Gets the member construction
|
![]() | ElementSection |
Gets the element section
(Inherited from IMemberAttributeSetBase.) |
![]() | EndReleases |
Gets the end span releases
(Inherited from IMemberAttributeSetBase.) |
![]() | Fabrication |
Gets the member fabrication
|
![]() | GravityOnly |
Gets a value indicating the column is designed for gravity combinations only
|
![]() | Id |
Gets the ID of this set
(Inherited from IAttributeSet.) |
![]() | Material |
Gets the material
(Inherited from IMemberAttributeSetBase.) |
![]() | MaterialType |
Gets the material type
|
![]() | MemberType |
Gets the member type
|
![]() | NominalCoverBeamTopEdge |
Gets the nominal cover on top edge (in [mm])
|
![]() | RotationAngle |
Gets the rotation angle (in [rad])
(Inherited from IMemberAttributeSetBase.) |
![]() | RotationOption |
Gets the rotation option
(Inherited from IMemberAttributeSetBase.) |
![]() | StartReleases |
Gets the start span releases
(Inherited from IMemberAttributeSetBase.) |
![]() | UseSlabForStiffnessCalculationEndMajor |
Gets a value indicating whether the slab should be used for the stiffness calculation at end node in major direction
|
![]() | UseSlabForStiffnessCalculationEndMinor |
Gets a value indicating whether the slab should be used for the stiffness calculation at end node in minor direction
|
![]() | UseSlabForStiffnessCalculationStartMajor |
Gets a value indicating whether the slab should be used for the stiffness calculation at start node in major direction
|
![]() | UseSlabForStiffnessCalculationStartMinor |
Gets a value indicating whether the slab should be used for the stiffness calculation at start node in minor direction
|
