EC3 Steel Connection Design Library
The OneSideBeamColumnWeldedResults type exposes the following members.
Constructors
| Name | Description | |
|---|---|---|
 | OneSideBeamColumnWeldedResults | Initializes a new instance of the OneSideBeamColumnWeldedResults class |
Methods
| Name | Description | |
|---|---|---|
| Equals | (Inherited from Object.) |
 | Finalize |
Allows an Object to attempt to free resources and perform other cleanup operations before the Object is reclaimed by garbage collection.
(Inherited from Object.) |
| GetHashCode |
Serves as a hash function for a particular type.
(Inherited from Object.) |
| GetType |
Gets the Type of the current instance.
(Inherited from Object.) |
| MemberwiseClone |
Creates a shallow copy of the current Object.
(Inherited from Object.) |
| ToString | (Inherited from Object.) |
Fields
| Name | Description | |
|---|---|---|
 | BeamFlangeCompressionResistance |
Column web compression resistance
|
| ColumnFlangeBendingResistance |
Column web compression resistance
|
| ColumnWebCompressionResistance |
Column web compression resistance
|
| ColumnWebShearCapacity |
Column web shear capacity
|
| ColumnWebShearResistance |
Column web shear resistance
|
| ColumnWebTensionResistance |
Column web compression resistance
|
| MomentCapacity |
Moment capacity of the connection
|
| MomentResistance |
Moment resistance of the connection
|
| omega |
Reduction factor calculation for interaction with shear, according to table 6.3
|
| Sj |
Rotational stiffness of the joint
|
| WeldCapacity |
Weld capacity between beam and beam flange
|
| WeldResistance |
Weld resistance between beam and beam flange
|
See Also
