EC3 Steel Connection Design Library
The BeamColumnWeldedConnection type exposes the following members.
Constructors
| Name | Description | |
|---|---|---|
 | BeamColumnWeldedConnection | Initializes a new instance of the BeamColumnWeldedConnection class |
Methods
| Name | Description | |
|---|---|---|
| Calculate | |
| 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.) |
| GetInputWarnings |
Returns an object that represents the input warnings of the connection
|
| 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 | |
|---|---|---|
 | af_beamLeft |
Weld thickness between left beam flange and endplate
|
| af_beamRight |
Weld thickness between right beam flange and endplate
|
| aHaunchLeftBeamFlange |
Weld thickness between left haunch flange and beam flange
|
| aHaunchLeftEndPlateFlange |
Weld thickness between left haunch flange and endplate
|
| aHaunchLeftEndPlateWeb |
Weld thickness between left haunch web and endplate
|
| aHaunchRightBeamFlange |
Weld thickness between right haunch flange and beam flange
|
| aHaunchRightEndPlateFlange |
Weld thickness between right haunch flange and endplate
|
| aHaunchRightEndPlateWeb |
Weld thickness between right haunch web and endplate
|
| ast_col |
Weld thickness between column web and transverse stiffners
|
| aSupplementaryWebPlate |
Weld thickness between supplementary column web plates and column web
|
| aw_beamLeft |
Weld thickness between left beam web and endplate
|
| aw_beamRight |
Weld thickness between right beam web and endplate
|
| BeamLeft |
Left beam object
|
| BeamRight |
Right beam object
|
| bs |
Supplementary column web plates width
|
| bst_col |
Column transverse stiffeners total width
|
| Column |
Column object
|
| ColumnExtensionOverRightBeam |
Net distance between column end and upper beam flange
|
| ColumnSteel |
Column steel grade
|
| ds |
Center distance between stiffeners
|
| ds_over_rightBeamFlange |
center distance between right upper beam flange and upper column web stiffener
|
| HaunchLeft |
Left haunch object
|
| HaunchRight |
Right haunch object
|
| LeftBeamSteel |
Left beam steel grade
|
| LeftConnectionAlso |
True, if left connection exist (double side connection), otherwise false
|
| LoadCasesLeftBeam |
Load cases of left beam, in case of double side connection
|
| LoadCasesResultantColumn |
Resultant loads on column from upper and lower stories
|
| LoadCasesRightBeam |
Load cases of right beam
|
| NrOfSupplementaryWebPlates |
Number of supplementary column web plates used (1, 2 or 3)
|
| Results |
List of results
|
| RightBeamSteel |
Right beam steel grade
|
| Theta_HaunchLeft |
Angle between left beam and haunch flanges
|
| Theta_HaunchRight |
Angle between right beam and haunch flanges
|
| ts |
Supplementary column web plates thickness
|
| tst_bLeft |
True, if a haunch is used for the left connection, otherwise false
|
| tst_bRight |
True, if a haunch is used for the right connection, otherwise false
|
| tst_col |
Column transverse stiffeners thickness
|
| UseOfBeamLeftWebStiffener |
True, if a beam web stiffener is used for the left connection, otherwise false
|
| UseOfBeamRightWebStiffener |
True, if a beam web stiffener is used for the right connection, otherwise false
|
| UseOfColumnWebStiffeners |
True is transverse column web stiffeners are used, otherwise false
|
| UseOfDiagonalColumnWebStiffener |
True is diagonal stiffeners are used, otherwise false
|
| UseOfHaunchLeft |
True, if a haunch is used for the left connection, otherwise false
|
| UseOfHaunchRight |
True, if a haunch is used for the right connection, otherwise false
|
See Also
