" Brace Connection To Gusset Wide Flange Web Plate " connection design locks
A web connection for field bolting a wide flange vertical brace to a gusset plate in a brace-to-beam framing situation is designed per " Brace Connection To Gusset Wide Flange Web Plate " locks when the " Connection arrangement " is ' Standard connection '. The web connection can be plates (shown) or channels (not shown). The locks control both the NS and FS web plates (or channels) simultaneously. |
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" Brace Conn To Gusset Wflg Web Plate "
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" Brace Conn To Gusset Wflg Web Plate "
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" Brace Conn To Gusset Wflg Web Plate "
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user defined | vertical brace review | top
Connection design locks :
Locks not on the drawings are marked ( not depicted ). |
Brace Connection to Gusset Wide Flange Web Plate
( wide flange vertical brace, standard connection, to a beam )
Web plates ( NS and FS ) (or channels )
Plate thickness ( not depicted ):
Web plate to gusset connection ( field bolted )
Bolt diameter ( not depicted ):
Distance to 1st hole along brace ( to 1st hole ):
Hole spacing along brace ( row 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 ( to 1st hole ):
Hole spacing along brace ( row spacing ):
Edge distance along brace ( edge dist ):
Other edge distance along brace ( other ):
Distance to 1st hole perpendicular to brace :
Fill plates ( on the gusset or brace web, NS and FS )
Location ( not depicted ):
Plate thickness ( not depicted ):
For channel web connections ( settings for both the 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. |