Interface IMemberAttributeSet
Represents parameters required to create a member
Inherited Members
Namespace: TSD.API.Remoting.Structure.Create
Assembly: TSD.API.Remoting.dll
Syntax
public interface IMemberAttributeSet : IMemberAttributeSetBase, IAttributeSet, ICanBeUpdated, IHaveUserDefinedAttributesProperties
| Name | Description |
|---|---|
| Active | Gets a value indicating whether the member is active |
| Alignment | Gets the span alignment |
| AllowAutomaticJoinAtEnd | Gets a value indicating whether the member joins automatically at end node |
| AllowAutomaticJoinAtStart | Gets a value indicating whether the member joins automatically at start node |
| AllowanceForOpeningLeft | Gets the allowance for opening left (in [mm]) |
| AllowanceForOpeningRight | Gets the allowance for opening right (in [mm]) |
| 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 sections from the design section order will be considered during the design process |
| AutoDesignOption | Gets the auto-design option |
| ConcreteDensityClass | Gets the concrete density class |
| ConcreteType | Gets the concrete type |
| ConsiderFlanges | Gets a value indicating whether to consider flanges |
| Construction | Gets the member construction |
| CurvedEccentricity | Gets the curved eccentricity (in [mm]) |
| CurvedOption | Gets the CurvedOption |
| ElementType | Gets the element type |
| Fabrication | Gets the member fabrication |
| GravityOnly | Gets a value indicating whether the member is designed for gravity combinations only |
| IncludeFlangesInAnalysis | Gets a value indicating whether the flanges are included in the analysis |
| IncreaseReinforcementIfDeflectionCheckFails | Gets a value indicating whether to increase the reinforcement if the deflection check fails |
| IsolatedBeam | Gets a value indicating whether the member is isolated |
| MaterialType | Gets the material type |
| MaxFacetError | Gets the maximum facet error (in [mm]) |
| MemberType | Gets the member type |
| NominalCoverBeamBottomEdge | Gets the nominal cover on bottom edge (in [mm]) |
| NominalCoverBeamEnds | Gets the nominal cover on ends (in [mm]) |
| NominalCoverBeamTopEdge | Gets the nominal cover on top edge (in [mm]) |
| NominalCoverSectionSide | Gets the nominal cover on section side (in [mm]) |
| PermissibleIncreaseInReinforcement | Gets the permissible increase in the reinforcement (in [mm]) |
| StructureSupportingSensitiveFinishes | Gets a value indicating the structure supporting sensitive finishes |
| 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 |
| UserFlangeDepthLeft | Gets the left flange depth if it has fixed dimensions (in [mm]) |
| UserFlangeDepthRight | Gets the right flange depth if it has fixed dimensions (in [mm]) |
| UserFlangeLeft | Gets a value indicating whether the left flange dimensions are fixed instead of being calculated from the neighbor distance and slab |
| UserFlangeRight | Gets a value indicating whether the right flange dimensions are fixed instead of being calculated from the neighbor distance and slab |
| UserFlangeWidthLeft | Gets the left flange width if it has fixed dimensions (in [mm]) |
| UserFlangeWidthRight | Gets the right flange width if it has fixed dimensions (in [mm]) |