" Brace Connection To Gusset Wtee " connection design locks

A stem-vertical W tee vertical brace with shop-bolted NS and FS web plates field bolts per " Brace Connection To Gusset Wtee " locks to the gusset plate for a column & base plate (shown) or column & cap plate (not shown). The W tee brace may be stem ' Down ' (shown) or stem ' Up ' (not shown).

(stem-vertical W vertical brace, field bolted to gusset, to a column & base/cap plate)
(vertical brace " Section size " = W tee)
(" Stem orientation " = ' Vertical ') 
(" Stem direction " = ' Down ' or ' Up ')
(" Input connection type " = ' Vbrc Plate ' or ' User defined ')
(" Connection type " = ' Web plates ')
" Brace Connection To Gusset Wtee "
( web plates, NS & FS )


" Brace Connection To Gusset Wtee "
( web plate to gusset connection , field bolted)


( web plate to brace connection , shop bolted)

The NS and FS web plates shop bolt to the stem-vertical W tee brace and field bolt to the gusset plate. NS and FS fill plates are generated in the model if needed; that is, if the gusset and W tee web have unequal thicknesses. If their thicknesses are the same, then no fill plates are needed, and the connection design locks for those fill plates will, by default, be populated with null values (distance entries of ' 0 ')


Related locks :
Gusset Column Cap
Brace Connection To Gusset (alternative)
Weld Conn2 and Weld Conn1
Cap Plate (if column has auto base/cap 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, 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.

user defined | vertical brace edit | top


Connection design locks :

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

  Brace Connection To Gusset Wtee
( stem-vertical tee vertical brace, web plates, to a column & base or cap plate )

Web plates ( NS and FS )

Thickness ( not depicted ): The " Material thickness " of the near-side connection plate. This also sets the thickness of the far-side connection plate.

Width ( plate width ): The distance (perpendicular to the work line of the stem-vertical tee brace) between the two edges of the near-side connection plate that are parallel with the work line of the 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 brace. The distance entered here also applies to the far-side connection plate.

Length ( plate length ): The distance (parallel with the work line of the stem-vertical tee brace) between the two edges of the near-side connection plate that are perpendicular to the work line of the 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 brace. The distance entered here also applies to the far-side connection plate.

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

Refy ( not depicted ): The distance (perpendicular to the work line of the stem-vertical tee brace) from the work line to the edge of the near-side connection plate that is closest to and parallel with the flange of the stem-vertical tee 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, set 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 gusset plate half of the web plate (see example ). Bolt row spacing on a vertical brace gusset plate runs parallel with the work line of the vertical brace. For the stem-vertical tee vertical brace shown in the example above, the number of " Rows " is ' 2 '.

Distance to 1st hole along brace ( to 1st hole ): 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 hole on the gusset plate (see example ).

Hole spacing along brace ( rsp ): Row spacing. This is the distance (center to center) between of any two adjacent holes in the same column of holes on the web plate to gusset plate connection (see example ).

End connection failure message: Invalid bolt spacing

Edge distance along brace ( ed ): 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 stem-vertical W tee 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. In other words, it is the edge that is nearest to the column.

Other edge distance along brace ( oed ): 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 stem-vertical W tee vertical brace.

Columns: The number of columns of holes on the gusset plate (see example ). These holes will be used for field bolting the vertical brace web plate to the gusset. In the example above, the number of " Columns " is ' 2 '.

Hole spacing perpendicular to brace ( csp ): Column spacing. This is the distance (center to center) between any two columns of holes (see example ). Bolt column spacing runs perpendicular to the work line of the vertical brace. Holes within an individual column run parallel with the work line.

Horizontal edge distance ( gus 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, set the diameter of holes through the vertical 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, set the diameter of holes for shop bolting the web plate to the stem-vertical tee vertical brace.

Rows: The total number of holes in any column of holes in the vertical brace half of the web plate (see example ). Bolt row spacing on a vertical brace runs parallel with the work line of the vertical brace. For the stem-vertical tee vertical brace shown in the example above, the number of " Rows " is ' 2 '.

Distance to 1st hole along brace ( to 1st hole ): 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 hole in the stem of the stem-vertical W tee brace (see example ).

Hole spacing along brace ( rspc ): Row spacing. This is the distance (center to center) between of any two adjacent holes in the same column of holes for shop bolting the web plate to the vertical brace (see example ).

End connection failure message: Invalid bolt spacing

Edge distance along brace ( edge dist ): The distance from the edge of the web plate to the nearest hole in the web plate for shop bolting the brace to the web plate (see example ). The edge of the web plate that is referred to here is perpendicular to the work line of the brace and rests on the stem of the W tee.

Other edge distance along brace ( other ed ): The distance from the forward edge of the stem-vertical W tee brace to the nearest hole in the W tee for shop bolting the web plate to the W tee brace (see example ). The forward edge of the W tee brace is the edge that is closest to the work point of the brace and perpendicular to the work line of the brace.

Columns: The number of columns of holes on the vertical brace half of the web plate (see example ). These holes will be used for shop bolting the web plate to the vertical 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 ' 0 ' (zero) since the nearest column of holes is centered over the work line of the brace.

Hole spacing perpendicular to brace ( cspc ): Column spacing. This is the distance (center to center) between any two columns of holes (see example ). Bolt column spacing runs perpendicular to the work line of the vertical brace. Holes within an individual column run parallel with the work line.

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-vertical W tee brace. See the example .

Fill plates ( web or gusset fill plates, 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 stem-vertical W tee 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 stem-vertical W tee 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 stem-vertical tee brace) between the two edges of the near-side fill plate that are parallel with the work line of the 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 brace. The distance entered here also applies to the far-side fill plate.

Length ( fill length ): The distance (parallel with the work line of the stem-vertical tee brace) between the two edges of the near-side fill plate that are perpendicular to the work line of the 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. The distance entered here also applies to the far-side fill plate.

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

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

Refy ( not depicted ): The distance (perpendicular to the work line of the stem-vertical tee brace) from the work line to the edge of the near-side fill plate that is closest to and parallel with the flange of the brace (see example ). This distance also applies to the far-side fill plate.

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