 | IConcrete |
The IConcreteColumnAttributeSet type exposes the following members.
Properties| 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 |
See Also