BeamColumnEndplateConnection Class |
Variables definition:
Namespace: SteelConnectionsEC3
The BeamColumnEndplateConnection type exposes the following members.
Name | Description | |
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BeamColumnEndplateConnection | Initializes a new instance of the BeamColumnEndplateConnection class |
Name | Description | |
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Calculate | ||
GetInputWarnings |
Returns an object that represents the input warnings of the connection
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Name | Description | |
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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
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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
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HaunchLeft |
Left haunch object
| |
HaunchRight |
Right haunch object
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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)
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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
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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
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UseOfColumnWebStiffeners |
True is transverse column web stiffeners are used, otherwise false
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UseOfDiagonalColumnWebStiffener |
True is diagonal stiffeners are used, otherwise false
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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
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