" NS/FS Clip Conn1 " connection design locks

Gusset clip angles for the gusset-to-column connection in a vertical-brace-to-beam-&-column framing situation can be designed per " NS/FS Clip Conn1 " locks when the beam-to-column connection is a double clip angle. The gusset clip angles shop bolt or weld to the gusset, which shop attaches to the beam. On the beam, clip angles to the column can be set to " Combine ... " (not shown).

(vertical brace, gusset-to-column clip angles, to a beam & column)
(if the beam has a clip angle, the gusset field bolts to the column with a clip angle)
(vertical brace " Section size " = any valid shape)
(" Input connection type " = ' Vbrc Plate ' or ' User defined ')
(" Gusset to clip connection " = ' Bolted ' (shown) or ' Welded '. )
" NS Clip Conn1 "
(shop bolts or shop welds to the gusset plate)


" NS Clip Conn1 "
(field bolts to the column)




Related locks,
vertical brace to
beam & column
:

Gusset Beam Column Square (angle, tee or channel vertical brace)
Gusset Beam Column (HSS, pipe or tube vertical brace)
Gusset Beam Column (stem-vertical tee vertical brace)
Gusset Beam Column (wide flange vertical brace, standard)
Gusset Beam Column (wide flange vertical brace, paddle)
Gusset Beam Column (wide flange vertical brace, claw angles)

user defined | vertical brace review | top


Connection design locks :

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

  NS/FS Clip Conn1
( vertical brace to a beam & column, gusset clips to the column )

Section size ( not depicted ): -

Long leg to ( not depicted ):

Top of angle ( top ):

Length of angle ( length ):

Connection to supported (gusset clip angle, NS or FS, leg welded or bolted to the gusset plate) :

When " Connection specifications " > " Gusset to clip connection " is set to ' Welded ', you get a " Weld size " entry field, but no options for bolting:

Weld size ( weld ): The weld size used to shop weld the " NS Clip Conn2 " or " FS Clip Conn2 " clip angle to the gusset plate.

When " Gusset to clip connection " is set to ' Bolted ', you get the following " Connection to supported " options for shop bolting the brace to the gusset plate. " Connection to supported " settings can be different than the entries made to " Connection to supporting " fields.

Bolt diameter ( not depicted ):

diameter of leg-to gusset shop bolts

Hole type ( not depicted ):

Rows ( not depicted )

Vertical to 1st hole ( not depicted )

Vertical hole spacing ( not depicted )

Top vertical edge distance ( not depicted )

Bottom vertical edge distance ( not depicted )

Horizontal to 1st hole ( not depicted ):

Connection to supporting (beam & column framing sit, NS or FS, gusset clip leg that field bolts to the column) :

Bolt diameter ( not depicted ):

diameter of field bolts for the leg to the column

Hole type ( not depicted ):

Rows:

Vertical to 1st hole ( vert to 1st ):

Vertical hole spacing ( spacing ): The entry made here can be one vertical spacing distance or variable hole spacing. See the video and table below.

VIDEO Variable hole spacing can be typed to locked " Vertical hole spacing " fields found in leaves named " Shear Tab "; " Bent Plate " " End Plate " and " NS/FS Clip ." (Recorded in SDS2 Detailing , v2016.)

Rows Spacing Result
5 3,5,3,3 4 spaces at 3", 5", 3" and 3"
5 3,5,2@3 4 spaces at 3", 5", 3" and 3"
5 3,5,3 4 spaces at 3", 5", 3" and 3"
(the last spacing -- 3 -- is repeated to fill the spaces that are required for the number of rows)
5 3,5,3,3,2,3 End connection failure message (see below).

Top vertical edge distance ( not depicted ):

Bottom vertical edge distance ( btm ed ):

Horizontal to 1st hole ( horz to 1st ):

user defined | vertical brace review | top