" Gusset Beam Column Square " connection design locks

A W tee or channel vertical brace to a beam & column field bolts directly to its gusset plate per " Gusset Beam Column Square " locks. The gusset plate is square due to " Clip end operation " being set to ' No ' or, possibly, to ' Automatic '. The gusset can shop weld to the beam (" Weld Conn2 "), or it can shop bolt with a clip angle (" NS/FS Clip Conn2 ") if the beam has a clip angle. The gusset field bolts to the column with a clip angle or shear plate or end plate .

(WT or C vertical brace, field bolted to gusset, to a beam and a column)
(vertical brace " Section size " = channel or W tee)
(for a W tee, " Stem orientation " = ' Horizontal ')
(" Input connection type " = ' Vbrc Plate ' or ' User defined ')
(" Clip end operation " = ' No ' or possibly ' Automatic ')
" Gusset Beam Column Square "
(gusset plate dimensions and location)

The vertical brace in this drawing frames across a gusset plate corner that is square. For this reason, the locks are in a leaf named " Gusset One Member Square ." You can get such locks when the vertical brace is a W tee (stem horizontal) or a channel or an angle (documented on a different page).

Related locks :
Brace Connection To Gusset (angle)
Gusset Beam Column Square (angle)
Gusset Beam Column (tee and channel)
Weld Conn 2 (shop weld, gusset to beam)
NS/FS Clip Conn2 (alternative to " Weld Conn2 ")
NS/FS Clip Conn1 (when the beam has a clip angle)
Shear Tab (when the beam has a shear tab)
End Plate (when the beam has an end plate)

User Defined Connections: Settings that are locked ( ) in the user defined connection file will automatically be locked on the member edit window. You can, if you so choose, manually lock additional settings on the member edit window, and your changes will be retained, through multiple processes, so long as you do not change to a different connection then switch back to the original user defined connection.

Vertical Brace Edit: To change a setting, first set it to locked ( ). Related settings that are unlocked ( ) may be updated. Also, the " Left/Right end limit state " calculations will be updated. Settings that are locked ( ) will not be changed. Changing the " Input connection type " makes all connection design locks disappear.

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Connection design locks :

Locks not dimensioned or called out on the drawing are marked ( not depicted ).

  Gusset Beam Column Square
(W tee or channel vertical brace to a beam & column)

Gusset plate dimensions and location

Plate thickness ( not depicted ): The " Material thickness " of the gusset plate material.

Width ( plate width ): The distance (perpendicular to the beam's work line ) from the edge of the gusset plate that frames to the beam to the edge that is parallel and opposite to that edge (see example ). For a gusset on a non-sloping beam to a perfectly vertical column, this is the length of the edge that frames to the column.

Length ( plate length ): The length of the edge of the gusset plate that frames to the beam (see example ).

Refx: The positive (+) or negative (-) distance (parallel with the supporting beam's work line ) from the work point for this end of the vertical brace to the corner of the framing edge of the gusset plate that this end of the vertical brace points toward -- see example ). For a gusset plate to a non-sloping beam, this distance is horizontal. A " Refx " of ' 0 ' aligns the corner of the gusset plate with the work point. Entering a positive (+) distance moves the gusset plate parallel with the beam's work line toward the opposite end of the vertical brace. Entering a negative (-) distance moves the corner of the gusset plate parallel with the beam's work line in the direction that this end of the vertical brace points toward. Changing the " Refx " moves the gusset plate, but not the holes on the plate.

Refy: The positive (+) or negative (-) distance perpendicular to the supporting beam's work line from the work point for this end of the vertical brace to the framing edge of the gusset plate (which welds to the beam's bottom flange in the example shown). For a gusset plate to a non-sloping beam, this distance is vertical. A " Refy " of ' 0 ' aligns the framing edge of the gusset plate with the brace's work point. Entering a positive (+) distance moves the gusset plate perpendicular to the beam's work line toward the opposite end of the vertical brace. Entering a negative (-) distance moves the gusset plate perpendicular to the beam's work line in the direction that this end of the vertical brace points toward. Changing the " Refy " moves the plate, but does not move the holes on the plate.

user defined | vertical brace edit | top