" Gusset 2 Point Square " & " Brace Connection To Gusset " & " HB Conn2 "

Wide flange or W tee or double-angle horizontal braces field bolt to a 2- or 3-point gusset that shop welds to the top flange of a beam.

(W or WT or 2L horizontal braces, field bolted to shared gusset, to a beam's top flange)
(horizontal brace " Section size " = W tee, angle ( double ) or wide flange)
(if " Section size " = wide flange, gusset plates are designed on both flanges)
(" Input connection type " = ' Hbrc plate ' or ' User defined ')
(" Clip end operation " = ' No ' or possibly ' Automatic ') .
" Gusset 2 Point Square "
(gusset plate dimensions and location)


" Brace Connection To Gusset "
(holes for field bolting the brace to the gusset plate)


" HB Conn2 "
(shop weld, gusset plate to the beam's top flange)


2-point bracing is shown, but this page also applies to 3-point bracing. Both 2- and 3-point gusset plates shop weld to the top flange of the beam. The horizontal braces field bolt to the shared gusset plate.
Why square? The corner of the gusset plate that the horizontal brace frames across is a square corner (not cut) -- hence the name " Gusset 2 Point Square ."

User Defined Connections: Settings that are locked ( ) in a user defined connection file will automatically be locked on a member edit window for which that file is the " Input connection type ." 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.

Horizontal 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 | horizontal brace edit | top


Connection design locks :

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

    Gusset 2 Point Square
(W tee or double-L or Wflg horizontal braces, 2- or 3-point, to a beam's top flange)

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

Width ( plate width ): The distance (perpendicular to the beam's work line ) between the two longest edges of the gusset plate (see example ). The " Width " of the plate can also be defined as the length of either one of the two edges of the shared gusset plate that are perpendicular to the work line of the beam.

Length ( plate length ): The length of the framing edge of the gusset plate (which shop welds to the flange of the supporting beam -- see example ). Plate length is measured parallel with the work line of the beam.

Refy: The distance (perpendicular to the supporting beam's work line ) from the work point of the horizontal brace to the framing edge of the gusset plate (which welds to the beam's top flange -- see example ). Changing the " Refy " moves the plate only, not the holes on the plate.

Left Brace [ member number ]

Note: The member number [num] of the left horizontal brace is shown in brackets [num] in the heading for this section.

Refx ( refx left ): The distance (parallel with the supporting beam's work line ) from the work point of the left horizontal brace to the left corner of the gusset plate's framing edge (the edge that shop welds to the beam's top flange -- see example ). Changing the " Refx " moves the plate only, not the holes on the plate.

Right Brace [ member number ]

Note: The member number [num] of the right horizontal brace is shown in brackets [num] in the heading for this section.

Refx ( refx right ): The distance (parallel with the supporting beam's work line ) from the work point of the right horizontal brace to the right corner of the gusset plate's framing edge (the edge that shop welds to the beam's top flange -- see example ). Changing the " Refx " moves the plate only, not the holes on the plate.

user defined | horizontal brace edit | top


    Brace Connection To Gusset
(W tee or double-L or Wflg horizontal braces, 2- or 3-point, to a beam's top flange)

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 bolts " list. The bolt diameter entered here, together with the " Hole type " entered below, set the diameter of the holes the field bolts go into.

Hole type ( not depicted ): Standard round or Short slot or Oversized or Long slot or User slot #1 or User slot #2 . This sets the type of hole through which field bolts will fasten the braces to the gusset plate.

Rows: The number of holes ( 0 to 63 ) in any one column of holes. Entering ' 0 ' removes the holes. For either angle brace shown in the example above, the number of " Rows " is ' 3 '.

Distance to 1st hole along brace ( to 1st hole ): The distance (parallel with the work line of the horizontal brace) from the work point to the center of the nearest row of holes (see example ).

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

End connection failure message: Invalid bolt spacing

Edge distance along brace ( ed ): The distance from the edge of the brace material that is nearest the brace work point to the center of the first hole in that same brace material. This distance is measured parallel with the work line of the horizontal brace.

Columns: The number of columns of holes in the half of the gusset that is being edited (see example ). Bolt column spacing runs perpendicular to the work line of the horizontal brace. For both horizontal braces in the example above, the number of " Columns " is ' 2 '.

Distance to 1st hole perpendicular to brace ( p ): The distance from the work line of the horizontal brace to the nearest column of holes. For two columns of holes, such as is shown in the example above, if you enter a value that is half the " Hole spacing perpendicular to brace ," the two hole columns will each be placed this same distance from the work line.

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

user defined | horizontal brace edit | top


    HB Conn2
(W tee or double-L or Wflg horizontal braces, shop weld, shared gusset to a beam's top flange)

Weld size ( weld ): The weld size used to shop weld the framing edge of the gusset plate to the top flange of the beam. This is also the weld size used to weld the under side of the gusset plate to the forward edge of the beam's top flange, which is shown with a blue dashed line ( - - - - - ) in the example . Shared gusset plates are detailed with the beam and field bolted to the braces.

user defined | horizontal brace edit | top