" Gusset One Member " & " Weld Conn2 " connection design locks

A gusset plate shop attached to a column is designed per " Gusset One Member " locks. A wide flange vertical brace connects to the gusset with flange paddle plates when ' Paddle plates ' is the " Connection arrangement ." The gusset plate shop welds to the column per " Weld Conn2 " locks or can, if specified, shop attach with a clip angle (" NS/FS Clip Conn2 ").

(W vertical brace, flange paddle plates welded to gusset, to a column)
(vertical brace " Section size " = wide flange, S shape or welded plate wide flange)
(" Input connection type " = ' Vbrc Plate ' or ' User defined ')
(" Web orientation " = ' Vertical ')
(" Connection arrangement " = ' Paddle plates ')
" Gusset One Member "
(In this example, " refx " is negative)

" Gusset One Member "
(acute side and obtuse side cuts)


" Weld Conn2 "
(" Gusset to supporting member " = ' Welded ')

The gusset plate shop welds or shop bolts to the column depending on the choice made to " Gusset to supporting member " under " Connection specifications " on the Vertical Brace Edit window. That choice also determines whether you get " Weld Conn2 " locks or " NS/FS Clip Conn2 " locks.


The brace-to-gusset connection includes paddle plates that shop weld to the gusset plate and field bolt to the flanges of the vertical brace. The paddle plates are controlled by the " Brace Connection To Gusset Wide Flange Paddle " locks.


Related locks :
Brace Conn To Gusset Wide Flange Paddle
NS/FS Clip Conn2

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, and the " Left/Right end limit state " calculations will be updated. Settings that are locked ( ) will not be changed by connection design , even if doing so might prevent a connection failure.

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Connection design locks :

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

  Gusset One Member
( wide flange vertical brace, flange paddle plates, to a column )

Gusset plate dimensions and location

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

Width ( plate width ): The distance (perpendicular to the work line of the column) from the framing edge of the gusset plate (which welds to the column in the example shown) to the farthest point on the same surface that is opposite to the framing edge of the gusset plate.

Length ( plate length ): The actual length of the framing edge of the gusset plate (which welds to the column in the example shown). Since the framing edge of the gusset plate is parallel with the column, the gusset plate " Length " is parallel with the work line of the column. If the column is vertical, the gusset plate " Length " is vertical.

Refx: The positive (+) or negative (-) distance (parallel with the work line of the column) from the work point of the vertical brace to the corner of the framing edge of the gusset plate that this end of the vertical brace points toward (in the example shown, this also happens to be the corner nearest the work point). A " Refx " of ' 0 ' lines up the corner of the gusset plate with the work point on this end of the vertical brace. Entering a positive (+) distance moves the corner of the gusset plate parallel with the column toward the opposite end of the vertical brace. Entering a negative (-) distance moves the gusset plate parallel with the column in the direction that this end of the vertical brace points toward. Changing the " X-reference " moves the gusset plate, but does not move the holes on the plate.

Refy: The positive (+) or negative (-) distance (perpendicular to the work line of the column) from the work point for this end of the vertical brace to the framing edge of the gusset plate (see example ). A " Refy " of ' 0 ' aligns the framing edge of the gusset plate with the work point. Entering a positive (+) distance moves the gusset plate perpendicular to the column toward the opposite end of the vertical brace. Entering a negative (-) distance moves the gusset plate perpendicular to the column in the direction that this end of the horizontal brace points toward. Changing the " Refy " moves the gusset plate, but does not move the holes on the plate.

Connection cut width ( cut width ): The distance (perpendicular to the work line of the supporting column) between the two corners of the connection edge of the gusset plate. The connection edge is the edge that the vertical brace paddle plates connect to (see example ). This distance is not the actual length of the connection edge, but the length of that edge as measured parallel with the depth of the column.

Connection cut length ( cut length ): The distance (parallel with the work line of the supporting column) between the two corners of the connection edge of the gusset plate. The connection edge is the edge that the vertical brace paddle plates connect to (see example ). This distance is not the actual length of the connection edge, but the length of that edge as measured parallel with the framing edge of the gusset plate -- that is, measured parallel with the column.

Acute side clip cut width ( acute side cut width ): The distance (measured perpendicular to the work line of the column) between the two corners of the acute-side clip cut. As the example shows, the gusset plate is divided into an acute side and an obtuse side by the work line of the brace. The acute side of the gusset plate is the side contained by the acute angle between the brace and the column.

Acute side clip cut length ( acute cut length ): The distance (measured parallel with the work line of the column) between the two corners of the acute-side clip cut. As the example shows, the gusset plate is divided into an acute side and an obtuse side by the work line of the brace. The acute side of the gusset plate is the side contained by the acute angle between the brace and the column.

Obtuse side clip cut width ( obtuse cut width ): The distance (perpendicular to the work line of the supporting column) between the two corners of clip cut made to the obtuse side of the gusset plate. The obtuse side of the gusset plate is the side contained by the obtuse angle between the column and the brace. See the example .

Obtuse side clip cut length ( obtuse cut length ): The distance (parallel to the work line of the supporting column) between the two corners of the clip cut made to the obtuse side of the gusset plate. The obtuse side of the gusset plate is the side contained by the obtuse angle between the column and the brace. See the example .

Flat width ( F ): The distance (perpendicular to the work line of the supporting column) that is the width of the cut that is made to the corner of the gusset plate that the work line of the brace points toward. In the example above, the " Flat width " cut is made to the corner of the gusset plate that is closest to the brace's work point.

End distance ( end dist ): The positive (+) or negative (-) distance (parallel with the work line of the supporting column) from the point at which the work line of the brace intersects the framing edge of the gusset plate (the edge that fastens to the column) to the corner of the framing edge that this end of the vertical brace points toward. In most cases, this distance is positive (+). This distance is negative (-) only if the work line of the brace does not intersect the framing edge of the gusset plate.

Length acute side ( acute side ): The distance (parallel to the work line of the supporting column) from the acute-side corner of the framing edge of the gusset plate to the work line of the brace. The framing edge has two corners. The acute-side corner is the corner of the framing edge that is interior to the acute angle formed by the work line of the brace to the work line of the column (see example ).

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  Gusset One Member
( wide flange vertical brace, flange paddle plates, to a column )

Shop weld, gusset plate to the supporting column

Weld size ( weld ): The weld size for shop welding the gusset plate to the supporting column as in the example shown. You can optionally shop bolt the gusset to the column with a clip angle (" NS/FS Clip Conn2 "). Regardless of whether the gusset plate shop bolts or shop welds to the column, the gusset and paddle plates are detailed with the column and field bolt to the vertical brace.

To get a weld ( " Weld Conn2 " ) , select ' Welded ' for " Gusset to supporting member " under " Connection specifications " on the Vertical Brace Edit window.

To instead get a clip angle (" NS/FS Clip Conn2 "), select ' Clip Angle ' for " Gusset to supporting member ."

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