" Brace Connection To Gusset Wide Flange Web Plate " connection design locks

NS and FS web connections for a wide flange vertical brace to a gusset plate in a brace-to-column framing situation are designed per " Brace Connection To Gusset Wide Flange Web Plate " locks when ' Standard connection ' is the " Connection arrangement ." The web connection can be plates (shown) or channels (not shown). The web plates (or channels) and flange angles shop bolt to the brace and field bolt to the gusset plate.

(W vertical brace, standard connection 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 " = ' Standard ')
(" Web connection type " = ' Web plates ' or ' Channel ')

" Brace Conn To Gusset Wide Flange Web Plate "
( NS & FS web plates and web fill plates )

" Brace Conn To Gusset Wide Flange Web Plate "
( web plate to gusset connection )

" Brace Conn To Gusset Wide Flange Web Plate "
( web plate to brace connection )

These examples show web plates with flange angles. Be aware that the connection may be designed without flange angles and that a channel web connection may be designed instead of the web plates.

The NS & FS web plates shop bolt to the brace and field bolt to the gusset plate.


Related locks :
Gusset One Member
Brace Conn To Gusset Wide Flange Flange Angle
Weld Conn2
NS/FS Clip Conn2

Connection Guide: Click here .

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 ).

Web plate (NS or FS) (or channels )

Width ( plate width ): The distance (perpendicular to the work line of the vertical brace) between the two edges of the near side web connection plate that are parallel with the work line of the vertical brace (see example ). In other words, this is the length of either of the two edges of the connection plate that are perpendicular to the work line of the vertical brace. This distance also applies to the far side connection plate.

Length ( plate length ): The distance (parallel with the work line of the vertical brace) between the two edges of the near side web connection plate that are perpendicular to the work line of the vertical brace (see example ). In other words, this is the length of either of the two edges of the connection plate that are parallel with the work line of the vertical brace. This distance also applies to the far side connection plate.

Plate thickness ( not depicted ): The " Material thickness " of the near side web connection plate. This distance also applies to the far side connection plate.

Refx ( plate refx ): The distance (parallel with the work line of the vertical brace) from the work point for this end of the vertical brace to the nearest edge of the near side web connection plate (see example ). This distance also applies to the far side connection plate.

Refy ( plate refy ): The distance (perpendicular to the work line of the vertical brace) from the work line to the edge of the near side web connection plate that is closest to and parallel with the top flange of the wide flange vertical brace (see example ). This distance also applies to the far side connection plate.

Web plate to gusset connection (field bolted)

Bolt diameter ( not depicted ): You can either type in any diameter (inches or mm), or you can select a bolt diameter from the combo box ( ). The diameters that are listed in the combo box come from Home > Project Settings > Job > Bolt Settings > the " Available bolt diameters " list. The bolt diameter entered here together with the " Hole type " entered below set the diameter of holes through the gusset plate.

Hole type ( not depicted ): Standard round or Short slot or Oversized or Long slot or User slot #1 or User slot #2 . The hole type selected here, together with the " Bolt diameter " entered above, determine the diameter of holes for field bolting the web plate to the gusset plate.

Rows: The total number of holes in any column of holes in the web-plate-to-gusset connection. For the wide flange vertical brace shown in the example above, the number of " Rows " is ' 2 '.

Distance to 1st hole along brace ( distance to 1st row ): The distance (parallel with the work line of the vertical brace) from the work point for this end of the vertical brace to the center of the nearest row of holes on the gusset plate (see example ).

Hole spacing along brace ( spacing ): Row spacing. This is the distance (center to center) between of any two adjacent holes in the same column of holes on the gusset plate (see example ). Bolt row spacing on a vertical brace gusset plate runs parallel with the work line of the vertical brace.

End connection failure message: Invalid bolt spacing

Edge distance along brace ( edge dist ): The distance from the forward edge of the web plate to the nearest hole on the web plate. This distance is measured along the work line of the wide flange vertical brace. The forward edge of the web plate is the plate's width edge that is nearest to the work point of the brace.

Other edge distance along brace ( other edge dist ): The distance from the connection edge of the gusset plate to the nearest hole for field bolting the web plate to the gusset. This distance is measured along the work line of the wide flange vertical brace.

Columns: The number of columns of holes in the web-plate-to-gusset connection. These holes will be used for field bolting the vertical brace web plate or channel web connection to the gusset. In the example above, the number of " Columns " is ' 2 '.

Distance to 1st hole perpendicular to brace ( not depicted ): The distance from the work line of the vertical brace perpendicular to the nearest column of holes in the web-plate-to-gusset connection. In the example above, this distance would be half the " Hole spacing perpendicular to brace " since the work line runs half-way between the column spacing.

Hole spacing perpendicular to brace ( spacing ): Column spacing. This is the distance (center to center) between any two columns of holes (see example ). Column spacing runs perpendicular to the work line of the vertical brace.

Horizontal edge distance ( hed ): The distance (perpendicular to the work line of the vertical brace) from the length edge of the web plate to the nearest column of holes for field bolting the web plate to the gusset plate. See the example .

Web plate to brace connection (shop bolted)

Bolt diameter ( not depicted ): You can either type in any diameter (inches or mm), or you can select a bolt diameter from the combo box ( ). The diameters that are listed in the combo box come from Home > Project Settings > Job > Bolt Settings > the " Available bolt diameters " list. The bolt diameter entered here together with the " Hole type " entered below determine the diameter of holes through the brace. :

Hole type ( not depicted ): Standard round or Short slot or Oversized or Long slot or User slot #1 or User slot #2 . The hole type selected here, together with the " Bolt diameter " entered above, determine the diameter of holes for shop bolting the web plate to the brace..

Rows: The total number of holes in any column of holes in the web-plate-to-brace connection. For the wide flange vertical brace shown in the example above, the number of " Rows " is ' 2 '.

Distance to 1st hole along brace ( distance to 1st row ): The distance (parallel with the work line of the vertical brace) from the work point for this end of the vertical brace to the center of the nearest row of holes in the web of the wide flange vertical brace (see example ).

Hole spacing along brace ( sp ): Row spacing. This is the distance (center to center) between of any two adjacent holes in the same column of holes on the brace (see example ). Bolt row spacing on a vertical brace parallel with the work line of the vertical brace.

End connection failure message: Invalid bolt spacing

Edge distance along brace ( ed ): The distance from the edge of the web plate to the nearest hole in the web plate for shop bolting the web plate to the web of the wide flange vertical brace (see example ). The edge of the web plate that is referred to here is perpendicular to the work line of the brace and is that plates' width edge that rests on the web of the wide flange brace.

Other edge distance along brace ( other ed ): The distance from the forward edge of the wide flange vertical brace's web to the nearest hole in the brace's web for shop bolting the web plate (see example ). The forward edge of the wide flange vertical brace is the edge of the brace's web that is closest to the work point of the brace. The two width edges of each web plate are parallel to this edge.

Columns: The number of columns of holes in the web-plate-to-brace connection. These holes will be used for shop bolting the vertical brace connection plate to the brace. In the example above, the number of " Columns " is ' 2 '.

Distance to 1st hole perpendicular to brace ( not depicted ): The distance from the work line of the vertical brace perpendicular to the nearest column of holes in the web-plate-to-brace connection. In the example above, this distance would be half the " Hole spacing perpendicular to brace " since the columns are spaced evenly around the work line of the brace.

Hole spacing perpendicular to brace ( spacing ): Column spacing. This is the distance (center to center) between any two columns of holes (see example ). Column spacing runs perpendicular to the work line of the vertical brace.

Horizontal edge distance ( brc hed ): The distance (perpendicular to the work line of the vertical brace) from the length edge of the web plate to the nearest column of holes for shop bolting the web plate to the web of the wide flange vertical brace. This edge distance applies to both of the web plate's length edges. See the example .

Fill plates (on the gusset or brace web, NS and FS)

Location ( not depicted ): On brace web or On gusset plate . Select ' On brace web ' if the gusset plate is thicker than the web of the wide flange brace. Near-side and far-side fill plates will be placed between the brace web and the web plate as shown in the example above. Select ' On gusset plate ' if the web of the wide flange brace is thicker than the gusset plate -- a situation that is not shown in the example above.

Width ( fill width ): The distance (perpendicular to the work line of the vertical brace) between the two edges of the near side fill plate that are parallel with the work line of the vertical brace (see example ). In other words, this is the length of either of the two edges of the plate that are perpendicular to the work line of the vertical brace. This distance also applies to the far side fill plate.

Length ( fill length ): The distance (parallel with the work line of the vertical brace) between the two edges of the near side fill plate that are perpendicular to the work line of the vertical brace (see example ). In other words, this is the length of either of the two edges of the plate that are parallel with the work line of the vertical brace. This distance also applies to the far side fill plate.

Plate thickness ( not depicted ): The " Material thickness " of the near side fill plate. This distance also applies to the far side fill plate.

Refx ( fill refx ): The distance (parallel with the work line of the vertical brace) from the work point for this end of the vertical brace to the nearest edge of the near side fill plate (see example ). This distance also applies to the far side fill plate.

Refy ( fill refy ): The distance (perpendicular to the work line of the vertical brace) from the work line to the edge of the near side fill plate that is closest to and parallel with the work line of the wide flange vertical brace (see example ). This distance also applies to the far side fill plate.

For channel web connections (both NS and FS) :

Section size ( not depicted ): A channel section. Connection design creates the web connection using the section size that is entered here when -- in " Connection specifications " on the Vertical Brace Edit window -- the " Web connection type " is set to ' Channel ' and the " Flange connection type " is set to ' None '. The connection consists of two channel sections that bolt together, one on each side of the vertical brace web.

An example of a channel web-to-gusset connection for a web-vertical wide flange vertical brace to a beam & column.

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