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Gusset One Member " & " Brace Connection To Gusset " & " HB Conn2 "
| An HSS horizontal brace to a beam web can be fitted with a welded tee or paddle plate that field bolts to its gusset plate per " Brace Connection To Gusset " locks. ' Welded ' (" HB Conn2 ") or ' Clip angle ' (" NS/FS Clip Conn2 ") may be selected as the " Gusset to beam connection ." The gusset plate shape is designed per " Gusset One Member " locks.
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| " Gusset One Member "
(gusset plate dimensions and location)  |
" Gusset One Member "
(acute side and obtuse side cuts)  |
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Connection Guide: Click here for a sample screen shot.
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 (
) may be updated, and the "
user defined | horizontal brace edit | top
Connection design locks :
| Locks not dimensioned or called out on the drawing are marked ( not depicted ). |
Gusset One Member
(HSS, pipe or tube horizontal brace to a beam's web)
Plate thickness ( not depicted ): The " Material thickness " of the gusset plate.
Width ( plate width ): The distance (perpendicular to the work line of the supporting beam) from the framing edge of the gusset plate to the edge that is opposite to and parallel with the framing edge (see example ).
Length ( plate length ): The length of the framing edge of the gusset plate (the edge that welds to the beam web -- see example ). Plate length is measured parallel with the work line of the beam.
Refx: The positive (+) or negative (-) distance (parallel with the work line of the beam) from the work point for this end of the horizontal brace to the corner of the framing edge of the gusset plate that this end of the horizontal brace points toward (which also happens to be the nearest corner -- see example ). An " Refx " of ' 0 ' aligns the corner of the gusset plate with the brace's work point. Entering a positive (+) distance moves the corner of the gusset plate parallel with the work line of the beam toward the opposite end of the horizontal brace. Entering a negative (-) distance moves the gusset plate parallel with the work line of the beam in the direction that this end of the horizontal brace points toward. Changing the " Refx " moves the plate only, not the holes on the plate.
Refy ( not depicted ): The positive (+) or negative (-) distance (perpendicular to the framing edge of the gusset plate) from the work point for this end of the horizontal brace to the framing edge of the gusset plate. A " Refy " of ' 0 ' aligns the framing edge of the gusset plate with the work point. Entering a positive (+) distance moves the gusset plate away from the work point toward the opposite end of the horizontal brace. Entering a negative (-) distance moves the gusset plate in the direction that this end of the horizontal brace points toward. Changing the " Refy " moves the plate only, not the holes on the plate.
Connection cut width ( cut width ): The distance (perpendicular to the work line of the supporting beam) between the two corners of the connection edge of the gusset plate. The connection edge is the edge that the HSS horizontal brace frames to (see example ). This distance is not the actual width of the connection edge, but the width of that edge as measured parallel with the depth of the supporting beam.
Connection cut length ( cut lngth ): The distance (parallel with the work line of the supporting beam) between the two corners of the connection edge of the gusset plate. The connection edge is the edge that the HSS horizontal brace frames 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, parallel with the work line of the supporting beam.
Acute side clip cut width ( acute side cut width ): The distance (measured perpendicular to the work line of the beam) between the two corners of the clip cut that is included in the acute angle at the intersection of the brace to the beam. 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 beam.
Acute side clip cut length ( acute side cut length ): The distance (measured parallel with the work line of the beam) 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 beam.
Obtuse side clip cut width ( obtuse cut width ): The distance (measured perpendicular to the work line of the beam) 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 obtuse side of the gusset plate is the side contained by the obtuse angle between the beam and the brace.
Obtuse side clip cut length ( obtuse cut length ): The distance (measured parallel with the work line of the beam) between the two corners of the clip cut that is included in the obtuse angle at the intersection of the brace to the beam. 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 obtuse side of the gusset plate is the side contained by the obtuse angle between the beam and the brace.
Flat width ( flat ): The distance (perpendicular to the work line of the beam) from the corner of the framing edge of the gusset plate that this end of the horizontal brace points toward (the obtuse-side corner) to where the plate begins to taper (see example ).
End distance ( end dist ): The distance measured parallel with the work line of the supporting beam from the corner where the work line of the brace intersects the framing edge of the gusset plate to the corner of the framing edge of the gusset plate that this end of the horizontal brace points toward (the obtuse-side corner of the framing edge -- see example ).
Length acute side ( acute side ): The distance (parallel with the work line of the supporting beam) from the point where the work line of the brace intersects the framing edge of the gusset plate to the corner of the framing edge that is on the acute side of the brace. 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 beam and the brace. In other words, the " Length acute side " is the length of the gusset plate's framing edge that is on the acute side of the brace.
user defined | horizontal brace edit | top
HB Conn 2
(HSS, pipe or tube horizontal brace gusset plate shop welded to a beam's web)
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You get " HB Conn2 " locks when ' Welded '' is selected for " Gusset to beam connection ." If ' Clip angle ' is selected, then leaf(s) named " NS Clip Conn2 " and/or " FS Clip Conn2 " become available instead of the " HB Conn2 " leaf.
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Weld size ( weld ): The weld size used to shop weld the framing edge of the gusset plate (both NS & FS) to the web of the beam. In the example above, the gusset plate shop welds to the beam and will be detailed with the beam and field bolted to the brace. If the gusset were bolted to the beam with a clip angle, it would be detailed with the brace and field bolted to the beam.