User Defined Connections ( Job Settings )

Settings on this window are read-only . They tell you how this window has been set up for this Job in a full-featured SDS2 program .

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To review user defined connections:

1 . The Job Settings that define a particular user defined connection (with a particular name) can be reviewed as follows. Remember that a single user defined connection may be appied, in the model, to mutiple situations, each of which may result in some dfferences in the actual design of the connection. To begin:

Method 1 : Home > Project Settings > Job > Connections > User Defined Connections .

Methods 2, 3 & 4 : In Modeling or the Drawing Editor (classic), choose Settings > Job Settings > User Defined Connections , or use a keyboard shortcut , or click the icon.

2 . The Select One User Define Connection window opens. On it is listed all of the user defined connections that reside in your current Job. Double-click the name of the user defined connection that you want to review.

 bm_udc_1
 bm_udc_2
 col_udc_1
 hb_udc_1
 vb_udc_1
 joist_udc_1
Instead of double-clicking a user defined connection, you can select it and press " OK ," but that takes more work.

3 . A read-only version of the User Defined Connection Edit window opens. On the window are connection design locks and other information that pertains to the user defined connection that you selected in step 2. Note that the name of that connection is printed (in parentheses) in the title bar of the window. The settings that are loaded onto the window are the settings for that user defined connection.

4 . When you are done reviewing the User Defined Connection Edit window, press the " OK " button. The same selection dialog that opened in step 2 will open again. Select another user defined connection to review, or press the " Cancel " button if you are done.

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Connection design locks are stored under leaves which have various names. To see those names for beam connections, click the "beam connections" link shown here.

   Connection design locks
      beam connections
      column connections
      horizontal brace to one beam
      horizontal brace shared gussets or intersection plates
      horizontal brace to beam-beam corner
      horizontal brace to beam-column-beam corner
      vertical brace, except wide flange
      vertical brace, wide flange
      joist connections

"Member type" = 'Beam'
"Connection type"   Connection Design Locks
  Clip Angle NS Clip , FS Clip , Beam Web Doubler
Web Extension Plate , Welded Tee , Safety Seat
Top Moment Plate , Bottom Moment Plate , Moment Cap Plate
Top Moment Angle , Bottom Moment Angle
Column Web Doubler
& Column Flange Stiffener (moment)
   Bent Plate Bent PlateWelded Tee , Beam Web Doubler , Safety Seat
Top Moment Plate , Bottom Moment Plate , Moment Cap Plate
Top Moment Angle , Bottom Moment Angle
Column Web Doubler
& Column Flange Stiffener (moment)
  End Plate End Plate (nonmoment)
Welded Tee , Safety Seat
  Moment End Plate (8-bolt moment)
Moment Stiffeners (8-bolt moment)
Column Web Doublers
Column Flange Stiffeners (moment)
  Shear Shear Tee (W tee),   Shear Tab (plate), Tab Clips and Copes ,
Paddle Plate for HSS Beam , Column Reinf Plate , Safety Seat
Stability Plate (extended. to column web) Shear Thru Plate On [ ]
Top Moment Plate
(bolted), Bottom Moment Plate
Top / Bottom Moment Plate (welded, to web), Moment Cap Plate
Top Moment Angle , Bottom Moment Angle
Column Web Doubler & Column Flange Stiffener
Stability Plate (beam to column web)
Seated Beam   Seated Tee , Seated Plate , Seated Angle
Web Stability Angle
Top Flange Stability Angle
  Splice Plate Web Plate , Web Fill Plate , Moment Flange Plate ,
Inner Flange Filler Plates
Bearing Beam End Pocket

"Member type" = 'Column'
  Connection Type   Connection Design Locks
Auto Base/ Cap   Column Plate (not to beam or joist - forced)
Column Plate (to a beam or joist),
Stiffener Plate (to a beam),
Column Plate Welds ( ) ,
Top / Bottom Extension Plate (to a beam)
  User Base/Cap Column Plate (not to beam or joist)
Column Plate (to a beam or joist)
Stiffener Plate (to a beam),
Column Plate Welds , Additional Holes
Top / Bottom Extension Plate (to a beam)
Left/Right/Top/Bottom Base Plate Extension ( )
Splice Plate Outer Flange Plate , Upper Outer Fill Plate , Butt Plate
Web Plate , Upper Web Fill Plate
Web Channel , Inner Flange Plate

Horizontal brace: HBrc to 1 beam
framing situation angle W tee HSS, pipe, tube wide flange, S-shape
to top flange Gusset One Member Square ,
Guss One Mem ,
Brace Conn to Gusset ,
HB Conn2 (w)
Gusset One Member Square ,
Gusset One Mem
Brace Conn to Gusset ,
HB Conn2
(w)
Gusset One Member ,
Brace Conn To Gusset Hss Bolted
HB Conn2 (w)
Gusset One Member Square ,
Guss One Mem ,
Brace Conn To Gusset , HB Conn2 (w)
to web Gusset One Member Square ,
Guss One Mem ,
HB Conn2 (w),
NS/FS Clip Conn2 (b)
Gusset One Member Square ,
Guss One Mem
HB Conn2 (w)
NS/FS Clip Conn2 (b)
Gusset One Member ,
Brace Conn To Gusset Hss Bolted
Gusset One Member Square ,
Guss One Mem ,
HB Conn2 (w)
NS/FS Clip Conn2 (b)
bottom gusset
to bottom flange
- - - - - - - - - Bottom Gusset One Member
perp
to top flange
Gusset One Member Perp , Brace Conn To Gusset ,
HB Conn2
(w)
Gusset One Member Perp , Brace Conn to Gusset ,
HB Conn2
(w)
Gusset One Member Perp ,
Brace Conn To Gusset Hss Bolted
Gusset One Member Perp , Brace Conn To Gusset ,
HB Conn2
(w)
perp to web Gusset One Member Perp , Brace Conn To Gusset ,
HB Conn2 (w),
NS/FS Clip Conn2 (b)
Gusset One Member Perp, Brace Conn To Gusset ,
HB Conn2 (w),
NS/FS Clip Conn2 (b)
Gusset One Member Perp ,
Brace Conn To Gusset Hss Bolted , NS/FS Clip Conn2 (b)
Gusset One Member Perp , Brace Conn ,
HB Conn2 (w),
NS/FS Clip Conn2 (b)
perp bottom gusset to bottom flange - - - - - - - - - Bottom Gusset One Member

Horizontal brace: Shared gussets or intersection plates
framing situation angle W tee HSS, pipe, tube wide flange, S-shape
shared gusset
to top flange  
Guss 2 Pt Square ,
Gusset 2 Point ,
Brace Conn To Gusset ,
HB Conn2
(w)
Guss 2 Pt Square ,
Gusset 2 Point ,
Brace Conn To Gusset ,
HB Conn2
(w)
gusset 2 Point
Brace Conn To Gusset Hss Bolted
Guss 2 Pt Square ,
Gusset 2 Point ,
Brace Conn To Gusset ,
HB Conn2 (w)
shared gusset
to web
Guss 2 Pt Square ,
Gusset 2 Point ,
Brace Conn To Gusset ,
HB Conn2 (w),
NS/FS Clip Conn2 (b)
Guss 2 Pt Square ,
Gusset 2 Point ,
Brace Conn To Gusset ,
HB Conn2 (w)
NS/FS Clip Conn2 (b)
Guss 2 Point ,
Brace Conn To Gusset ,
HB Conn2 (w)
NS/FS Clip Conn2 (b)
Guss 2 Pt Square ,
Gusset 2 Point ,
Brace Conn To Gusset ,
HB Conn2 (w)
NS/FS Clip Conn2 (b)
shared bottom gusset to bottom flange - - - - - - - - - Bottom Gusset 2 Point  
  intersection Gusset Intersection   Brace Conn To Gusset Gusset Intersection   Brace Conn To
Gusset
Gusset Intersection
Brace Conn To Gusset Hss Bolted
- - -

  Horizontal brace: Gusset to beam-to-beam corner
framing situation angle W tee HSS, pipe, tube wide flange, S-shape
bm to bm corner
(gusset, etc.)
Gusset To Two Beams Square ,
Guss To Two Bms ,
Brace Conn To Gusset
  Gusset To Two Beams Square ,
Guss To Two Bms ,
Brace Conn To
Gusset
Gusset To Two Beams ,
Brace Conn To Gusset Hss Bolted
Gusset To Two Beams Square ,
Guss To Two Bms ,
Brace Conn To Gusset
 bm to bm corner
(flange conns)
HB Conn1 & 2 (w) HB Conn1 & 2 (w)
HB Conn1 & 2 (w) HB Conn1 & 2 (w)
bm to bm corner
(web conns)
NS/FS Clip Conn1 & 2 (b) NS/FS Clip Conn1 & 2 (b)
NS/FS Clip Conn1 & 2 (b)
NS/FS Clip Conn1 & 2 (b)

  Horizontal brace: Gussets to beam-beam corner with interposed column
framing situation angle W tee HSS, pipe, tube wide flange, S-shape
bm to bm - column
(gusset, etc.)
Gusset To Two Beams Square ,
Guss To Two Bms ,
Brace Conn To Gusset
Gusset To Two Beams ,
Brace Conn To Gusset
Gusset To Two Beams ,
Guss To Two Bms ,
Brace Conn To Gusset
Gusset To Two Beams ,
Guss To Two Bms ,
Brace Conn To Gusset
 bm to bm - column
(flange conns)
HB Conn1 & 2 (w) HB Conn1 & 2 (w) HB Conn1 & 2 (w) HB Conn1 & 2 (w)
bm to bm - column
(web conns)
NS/FS Clip Conn1 & 2 (b) NS/FS Clip Conn1 & 2 (b) NS/FS Clip Conn1 & 2 (b) NS/FS Clip Conn1 & 2 (b)

  "Member type" = 'Vertical brace' except wide flange
framing situation angle, tee, channel HSS, pipe or tube stem-vertical tee
or [rod brace]
various   Brace Reinforcement Brace Connection To Gusset [rod brace]
beam only Guss One Mem Square
Guss One Mem Square
Guss One Mem
Brace Conn To Guss
Weld Conn2
NS/FS Clip Conn2
Gusset One Member
... Hss Paddle
...Hss Bolted
... Hss Welded
Weld Conn2
NS/FS Clip Conn2
Gusset One Member
Brc Conn To Gus Wtee
Brc Conn To Gusset
Weld Conn2
NS/FS Clip Conn2
column only Guss One Mem Square
Guss One Mem Square
Guss One Mem
NS/FS Clip Conn2
Stiffener Plate
others
Gusset One Member
...Hss Paddle
...Hss Bolted
Stiffener Plate
others  
  Gusset One Member
Brc Conn To Guss Wtee
Brace Conn To Gusset
others
intersection    Gusset Intersection
Brace Conn To Gusset
Gusset Intersection
...Hss Paddle
...Hss Bolted
- - -
beam & column Gus Bm Col Square
Gus Bm Col Square
Gus Bm Col
NS/FS Clip Conn1
Shear Tab
End Plate
others
Gusset Beam Column
...Hss Welded
... Hss Paddle
others

Gusset Beam Column
Brc Conn To Guss Wtee
Brc Conn To Gusset
NS/FS Clip Conn1
others

shared gusset
to beam  
Gusset 2 Point Square
Gusset 2 Point Square
Gusset 2 Point
Brace Conn To Gusset
NS/FS Clip Conn2
Web Doublers
others
Gusset 2 Point
...Hss Paddle
... Hss Bolted
... Hss Welded
Web Doublers
others
Gusset 2 Point
Brc Conn To Guss Wtee
Brc Conn To Gusset
Web Doublers
others
shared gusset to column Gusset 2 Point Square
Gusset 2 Point Square
Gusset 2 Point
NS/FS Clip Conn2
Web Doublers
Stiffener Plate
others
Gusset 2 Point
...Hss Paddle
...Hss Bolted
...Hss Welded
Web Doublers
Stiffener Plate
others
Gusset 2 Point
Brc Conn To Guss Wtee
Brc Conn To Gusset
NS/FS Clip Conn2
Web Doublers
others
column & base/cap plate Guss Col Cap Square
others
Gusset Column Cap
... Hss Paddle
... Hss Bolted
others
Gusset Column Cap
Brc Conn To Guss Wtee
Brc Conn To Gusset
others

Vertical Brace: Wide Flange -- not other materials
framing situation web vertical web horizontal
standard paddle plates bolt web to guss claw angles flange gussets
  beam only   Gusset One Member , Web Plate , Flange Angle , Weld Conn2 ,   NS/FS Clip Conn2 Gusset One Member
Brace Conn To Gusset
NS/FS Clip Conn2
others
Brace Connection To Gusset
Gusset One Member , NS/FS Clip Conn2   Gusset
column only    Gusset One Member , Web , Flange ,
Stiffener Plate
NS/FS Clip Conn2
Gusset One Member
Brace Conn To Gusset
Stiffener Plate
others
Brace Connection To Gusset Gusset ,
NS/FS Clip Conn2
Gusset
beam & column   NS/FS Clip Conn1 , Shear Tab , End Pl , Gusset Beam Column , Web , Flange ,
NS/FS Clip Conn2
 
Gusset Beam Col
Brace Conn To Gusset
VBrClip
Shear Tab
End Plate
other
Brace Connection To Gusset Gusset Beam Col
NS/FS Clip Conn1
Shear Tab
End Plate
- - -
 shared gusset to beam Gusset 2 Point , Web , Flange ,
NS/FS Clip Conn2
 
Web Doublers
Gusset 2 Point
Brace Conn To Gusset
Web Doublers
other
Brace Connection To Gusset
Web Doublers
Gusset 2 Point
Brace Conn To Gusset
Web Doublers
Gusset 2 Point
Brace Conn To Gusset
Web Doublers
other
shared gusset to column   Gusset 2 Point , Web , Flange , NS/FS Clip Conn2  
Web Doublers
Stiffener Plate
Gusset 2 Point
Brace Conn To Gusset
NS/FS Clip Conn2
Web Doublers
Stiffener Plate
Brace Connection To Gusset
Web Doublers
Gusset 2 Point
Web Doublers
Gusset 2 Point
Web Doublers
column & base/cap plate   Gusset Column Cap
...Wflg Web Plate
...Wflg Flg Angle
Gusset Column Cap
Brace Conn To Gusset
Brace Connection To Gusset Gusset Column Cap
Brace Conn To Gusset
 

"Member type" = 'Joist'
Connection Type Connection Design Locks
Top chord seated, various materials   Seated Tee , Seated Plate , Seated Angle
Extended bottom chord stabilizer angle Joist Stabilizer Angle (for an extended bottom chord)
Extended bottom chord stabilizer plate Joist Stabilizer Plate (for an extended bottom chord)
Joist top chord to concrete with pocket & bearing embed Joist End Pocket (for the top chord). The embedded bearing plate, bearing angle or bearing channnel is not a designed connection.
Top chord joist seat to an embed Locks are the same as for a joist seat. The plate, angle or channel embed is a custom member , not a designed connection. Consequently, no locks for the embed plate are available on the User Defined Connections setup window
Extended joist bottom chord stabilizer to an embed Locks are the same as for a bottom chord plate or bottom chord angle. The plate, angle or channel embed is not a designed connection. Consequently, no locks for the embed are available on the User Defined Connections setup window.

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