EC3 Steel Connection Design Library

The BeamColumnWeldedConnection type exposes the following members.

Fields

  NameDescription
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