" Brace Connection to Gusset " connection design locks

A wide flange vertical brace field bolts to a gusset plate per choices made to " Brace Connection To Gusset " locks. The wide flange brace's flanges are cut flush to the side of the web (NS or FS) that field bolts to the gusset (" Side of gusset " = ' Near side ' or ' Far side '). The gusset shop welds to a column & base plate (shown) or a column & cap plate (not shown) per choices made to " Weld Conn2 " and " Weld Conn1 " locks.


VIDEO In a full-featured SDS2 program, a wide flange vertical brace produces the failure message, " WF brace flg is too narrow for connection ." This failure message is fixed by switching the " Side of gusset " from ' Center ' to ' Near side ' or ' Far side ', thus instructing the program to field bolt the web of the wide flange directly to the gusset. (Recorded in SDS2 Detailing , v2016.)

(W vertical brace, field bolted directly to gusset, to a column and base/cap plate)
(vertical brace " Section size " = wide flange)
(" Input connection type " = ' Vbrc plate ' or ' User defined ')
(" Web orientation " = ' Vertical ')
(" Side of gusset " = ' Near side ' or ' Far side ')
" Brace Connection To Gusset "
(hole pattern for field bolts)


Related locks :
Gusset Column Cap
Weld Conn2 and Weld Conn1
Cap Plate (if column has auto base/cap plate)

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Connection design locks :

Locks not on the drawing are marked ( not depicted ).

  Brace Connection To Gusset
( wide flange vertical brace, web field bolted to gusset, to a column & base or cap plate )

Bolt diameter ( not depicted ):

Hole type ( not depicted ):

Rows:

Distance to 1st hole along brace ( to 1st hole ):

Hole spacing along brace ( rsp ):

Edge distance along brace ( ed ):

Other edge distance along brace ( oed ):

Columns:

Hole spacing perpendicular to brace ( csp ):

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