" Brace Connection To Gusset Hss Paddle With Web Plates " connection design locks

" Brace Connection To Gusset Hss Paddle With Web Plates " locks control the brace-to-gusset connection that is designed for an HSS, pipe or tube vertical brace to a column & base plate (shown) or column & cap plate (not shown) when " Pipe/tube end-fitting " is set to ' Paddle (double shear) '. The paddle plate shop welds to the vertical brace. Web plates shop bolt to the paddle plate and field bolt to the gusset plate. " Notch top/bottom " under " End preparations " controls the notch in the brace for the paddle plate.

VIDEO " Pipe/tube end fitting " is set to ' Paddle (double shear) ' for a HSS rectangular (tube) brace to a column and base plate. (Recorded in SDS2 Detailing , v2016.)

(HSS vertical brace, paddle double shear, to a column and base/cap plate) (vertical brace " Section size " = HSS, pipe or tube) (" Input connection type " = ' Vbrc plate ' or ' User defined ') (" Pipe/tube end-fitting " = ' Paddle (double shear)')
" Brc Conn To Guss Hss Paddle With Web Pl " (paddle plate dimensions)	" Brc Conn To Guss Hss Paddle With Web Pl " (web plates to paddle plate)
" Brc Conn To Guss Hss Paddle With Web Pl " (web plate dimensions)	" Brc Conn To Guss Hss Paddle With Web Pl " (web plate to gusset)
Related locks : Gusset Column Cap Brace Connection To Gusset HSS Paddle Brace Connection To Gusset Hss Bolted Weld Conn1 Weld Conn2 Cap Plate Brace Reinforcement ( ) (HSS/TS) Weld Conn1 Weld Conn2 Cap Plate

In the above illustrations, a wide flange column is shown, but the column can also be other material types . Vertical braces can connect to a column flange (shown) or web (not shown).

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Connection design locks :

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

  Brace Connection To Gusset Hss Paddle With Web Plate
(HSS, pipe or tube vertical brace, paddle with double web plates, to a column & base/cap plate)

Paddle plate (dimensions)

Length ( pd len ):

Width:

Plate thickness ( not depicted ):

refx:

Refy ( rfy ):

Paddle plate to brace connection (shop welded)

Weld size ( weld ):

Weld length ( not depicted ):

Web plates to paddle plate connection (shop bolted)

Bolt diameter ( not depicted ):

Hole type ( not depicted ):

Rows:

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

Hole spacing along brace ( s ):

Edge distance along brace ( ed ):

Other edge distance along ( oed ):

Columns ( cols ):

Distance to 1st hole perpendicular to brace ( P ):

Hole spacing perpendicular to brace ( csp ):

Horizontal edge distance ( H ):

Web plates

Length:

Width:

Plate thickness ( not depicted ):

Refx:

Refy ( rfy ):

Web plates to gusset connection (field bolted)

Bolt diameter ( not depicted ):

Hole type ( not depicted ):

Rows:

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

Hole spacing along brace ( s ):

Edge distance along brace ( ed ):

Other edge distance along brace ( other ed ):

Columns ( cols ):

Distance to 1st hole perpendicular to brace ( P ):

Hole spacing perpendicular to brace ( csp ):

Horizontal edge distance ( H ):

Web plate lap to paddle plate

Hole type:

Horizontal edge distance ( hed ):

Web fill plate

Location ( not depicted ):

Length ( not depicted ):

Width ( not depicted ):

Plate thickness ( not depicted ):

Refx ( not depicted ):

Refy ( not depicted ):

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