IMember |
Represents parameters required to create a member
Namespace: TSD.API.Remoting.Structure.Create
Assembly: TSD.API.Remoting (in TSD.API.Remoting.dll) Version: 24.0.1.45+53a79b69d75fb81c51fcd389e0bdcf241e5b9f7c
Syntax
The IMemberAttributeSet type exposes the following members.
Properties
Name | Description | |
---|---|---|
Active | Gets a value indicating whether the member is active | |
Alignment | Gets the span alignment | |
AllowanceForOpeningLeft | Gets the allowance for opening left (in [mm]) | |
AllowanceForOpeningRight | Gets the allowance for opening right (in [mm]) | |
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 | |
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 | |
ElementSection |
Gets the element section
(Inherited from IMemberAttributeSetBase) | |
ElementType | Gets the element type | |
EndReleases |
Gets the end span releases
(Inherited from IMemberAttributeSetBase) | |
Fabrication | Gets the member fabrication | |
GravityOnly | Gets a value indicating whether the member is designed for gravity combinations only | |
Id |
Gets the ID of this set
(Inherited from IAttributeSet) | |
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 | |
Material |
Gets the material
(Inherited from IMemberAttributeSetBase) | |
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]) | |
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) | |
StructureSupportingSensitiveFinishes | Gets a value indicating the structure supporting sensitive finishes | |
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]) | |
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 |
Methods
Name | Description | |
---|---|---|
GetUserDefinedAttributesAsync |
Returns a collection of IUserDefinedAttribute instances
(Inherited from IHaveUserDefinedAttributes) | |
SetUserDefinedAttributeAsync |
Sets an user defined text attribute
(Inherited from IHaveUserDefinedAttributes) | |
SetUserDefinedAttributesAsync |
Sets user defined attributes
(Inherited from IHaveUserDefinedAttributes) | |
SetUserDefinedEmbeddedFileAttributeAsync |
Sets an user defined embedded file attribute
(Inherited from IHaveUserDefinedAttributes) | |
UpdateAsync |
Updates this object
(Inherited from ICanBeUpdated) |
See Also