" 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. |
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" Brace Conn To Gusset Wide Flange Web Plate "
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" Brace Conn To Gusset Wide Flange Web Plate "
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" Brace Conn To Gusset Wide Flange Web Plate "
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user defined | vertical brace review | top
Connection design locks :
Locks not on the drawing are marked ( not depicted ). |
Web plate ( NS or FS ) (or channels )
Plate thickness ( not depicted ):
Web plate to gusset connection (field bolted)
Bolt diameter ( not depicted ):
Distance to 1st hole along brace ( distance to 1st row ):
Hole spacing along brace ( spacing ):
Edge distance along brace ( edge dist ):
Other edge distance along brace ( other edge dist ):
Distance to 1st hole perpendicular to brace ( not depicted ):
Web plate to brace connection (shop bolted)
Bolt diameter ( not depicted ):
Hole type ( not depicted ):
Distance to 1st hole along brace ( distance to 1st row ):
Hole spacing along brace ( sp ):
Edge distance along brace ( ed ):
Other edge distance along brace ( other ed ):
Distance to 1st hole perpendicular to brace ( not depicted ):
Fill plates (on the gusset or brace web, NS and FS)
Location ( not depicted ):
Plate thickness ( not depicted ):
For channel web connections (both NS and FS):
Section size ( not depicted ):
An example of a channel web connection for a wide flange vertical brace to beam & column framing condition.