BeamColumnEndplateConnection Class |
Variables definition:

Namespace: SteelConnectionsEC3
The BeamColumnEndplateConnection type exposes the following members.
| Name | Description | |
|---|---|---|
| BeamColumnEndplateConnection | Initializes a new instance of the BeamColumnEndplateConnection class |
| Name | Description | |
|---|---|---|
| Calculate | ||
| GetInputWarnings |
Returns an object that represents the input warnings of the connection
|
| 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)
| |
| PlateLeft |
Left endplate object
| |
| PlateRight |
Right endplate object
| |
| Results |
List of results
| |
| RightBeamSteel |
Right beam steel grade
| |
| tbp_Left |
Thickness of backing plates for the left connection, if used
| |
| tbp_Right |
Thickness of backing plates for the right connection, if used
| |
| 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
| |
| UseOfBackingPlatesLeft |
True, if backing plates are used for the left connection, otherwise false
| |
| UseOfBackingPlatesRight |
True, if backing plates are used for the right connection, otherwise false
| |
| 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
|