The Gusset Plate Settings setup window ( Fabricator Settings )

Settings applied here, to the Gusset Plate Settings window, are for your current Fabricator . Each Fabricator in your current Job is a different collection of settings. This allows you to change to a different set of Standard Fabricator Connections each time you " Change Fabricator ."

Also see :

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   To open Gusset Plate Settings :

Method 1 : Home > Project Settings > Fabricator > Standard Fabricator Connections > Gusset Plate Settings .

Password protection: If a password has been set using the Change Setup Password utility, you can open this window only if you first enter that exact password.

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------ General settings ------

Minimum gusset plate thickness: The minimum gusset plate thickness (in the primary dimension " Units " or other units ) to be applied to system connection gusset plates on horizontal and vertical braces.

Effect on connection design: Connection design creates gusset plates for horizontal or vertical braces using material that is as thick or thicker than the minimum thickness specified here unless the user overrides this thickness by entering a " Minimum gusset thickness " on the Horizontal Brace Edit window or the Vertical Brace Edit window.

Maximum gusset plate thickness: The maximum gusset plate thickness (in the primary dimension " Units " or other units ) to be applied to system connection gusset plates on horizontal and vertical braces.

Effect on connection design: Connection design fails (does not design) a gusset plate that requires a thickness that is greater than the maximum thickness entered here. The connection failure message is " Maximum gusset thickness exceeded ."

Round gusset plate length/width to greatest: The distance (in the primary dimension " Units " or other units ) by which you want connection design to increment the length and width of gusset plates (e.g., 1/2 makes connection design round up to the nearest half inch).

Effect on connection design: When connection design creates a gusset plate, it calculates the appropriate length/width of the gusset plate required to carry the load, then rounds up to the nearest multiple of the distance entered here. You might, for instance, enter 1/2 here if your fabrication shop uses standard plate stock in 1/2-inch incremented sizes.

Minimum edge distance for ...

3/4 inch (20 mm) diameter bolts: The distance (in the primary dimension " Units " or other units ) from the edge of the gusset plate to the center of the nearest hole. The " NM bolt diameter " (horizontal brace) or " NM bolt diameter " (vertical brace) sets the bolt diameter.
7/8 inch (22 mm) diameter bolts:
1 inch (24 mm) diameter bolts:
1 1/8 inch (27 mm) diameter bolts:
> 1 1/8 inch (27 mm) diameter bolts:

In other words: When connection design builds a gusset plate for xx diameter bolts, it centers the nearest hole no closer to the edge of the plate than the minimum distance entered here.

ed = edge distance for bolting the interior of the gusset plate to the brace. A vertical brace is shown. The " Minimum edge distance for xx diameter bolts " entered here also applies to horizontal braces.

ed = edge distance for the framing edge of a gusset when the gusset fastens to the supporting member with a clip angle. A vertical brace is shown. The " Minimum edge distance for xx diameter bolts " entered here also applies to horizontal braces.

Corner clip size: A distance in the primary dimension " Units " or other units . SDS2 connection design applies the value that is entered here as the " Corner clip " in the " Gusset Column Cap " leaf when " Corner clip " is unlocked ( ). " Corner clip " is unlocked by default.

A corner clip is a 45 degree clip cut to the gusset plate at the corner where the gusset plate, column plate and column meet. A " Corner clip " of ' 0 ' makes the corner square (not cut).The corner clip distance is measured perpendicular to or parallel with the work line of the supporting column, from one corner of the clip cut to the other.

Connection Design Locks
Brace Material
(connection)
Leaf Name Lock
angle, tee, channel   Gusset Column Cap Corner clip
stem-vertical tee Gusset Column Cap Corner clip
web-vertical wide flange
(standard)
Gusset Column Cap Corner clip
web-vertical wide flange
(paddle plates)
Gusset Column Cap Corner clip
web-horizontal wide flange
(claw angles)
Gusset Column Cap Corner clip

Minimum shoulder width for bolted and welded end fittings: A distance (in the primary dimension " Units " or other units ) that sets the minimum dimension from the edge of brace, or additional brace connection material if required, to the shoulder of the gusset. Specifically, these settings control the dimensions indicated below in the examples. Bolted connections use the "bolted end fittings " setup field in the Gusset Plate Settings window, whereas welded connections use the " welded end fittings " setup field to determine minimum shoulder width. Note: The gusset shoulder width for a rod brace uses the bolted end fitting setup field.

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------ Vertical brace options ------

Clip end operation on angle brace gusset plates: or . This applies when " Clip end operation " is set to ' Automatic ' under " Connection specifications " on the Vertical Brace Edit window or at Home > Project Settings > Job > User Defined Connections . It applies to a vertical brace whose " Section size " is an angle (L). The angle brace main material may be configured as a single angle ('   Double material '), back-to-back angles ('   Double material ', ' Back to back '), star angles ('   Double material ', ' Star '), far side double angles ('   Double material ', ' Far side '), near side double angles ('   Double material ', ' Near side '). The option applies to most vertical brace framing situations , but not to an intersection plate or a brace that is perpendicular to the supporting member. If the connection is for a " Seismic brace ," the gusset plate will always be clipped, regardless of the choice made here or to " Clip end operation " on the Vertical Brace Edit window..

The choice made here gives you a different set of connection design locks in Modeling
  Clip end ...
  Clip end ...

Connection Design Locks for Angle Vertical Braces
    Clip end ...   Clip end ...
to a beam Gusset One Member Gusset One Member Square
to a column Gusset One Member Gusset One Member Square
to a beam & col Gusset Beam Column Gusset Beam Column Square
shared gusset Gusset 2 Point Gusset 2 Point Square
to column & plate Gusset Column Cap Gusset Column Cap Square

When " Clip end operation " is ' Automatic ' . . .

If this box is checked ( ), connection design performs a ' Clip ' operation on the gusset plate to create an edge perpendicular to the vertical brace. This may not work if the angle (number of degrees) to the supporting beam or column is too small.

If the box is not checked ( ), connection design does not perform the ' Clip ' operation, and the gusset comes to a point over the vertical brace.

Clip end operation on W tee brace gusset plates: or . This applies when " Clip end operation " is set to ' Automatic ' under " Connection specifications " on the Vertical Brace Edit window or at Home > Project Settings > Job > User Defined Connections . The option applies to vertical braces whose " Section size " is a W tee (WT) and whose " Stem orientation " is ' Horizontal '. The option applies to most vertical brace framing situations , but not to an intersection plate or a brace that is perpendicular to the supporting member.

The choice made here gives you a different set of connection design locks in Modeling
Clip end ...
Clip end ...

Connection Design Locks for W Tee Vertical Braces (stem horizontal)
  Clip end ... Clip end ...
to a beam Gusset One Member Gusset One Member Square
to a column Gusset One Member Gusset One Member Square
to a beam & col Gusset Beam Column Gusset Beam Column Square
shared gusset Gusset 2 Point Gusset 2 Point Square
to column & plate Gusset Column Cap Gusset Column Cap Square

When " Clip end operation " is ' Automatic ' . . .

If this box is checked ( ), connection design performs a ' Clip ' operation on the gusset plate to create an edge perpendicular to the vertical brace.

If the box is not checked ( ), connection design does not perform the ' Clip ' operation, and the gusset comes to a point over the vertical brace.

Clip end operation on channel brace gusset plates: or . This applies when " Clip end operation " is set to ' Automatic ' under " Connection specifications " on the Vertical Brace Edit window or for a user defined connection. The option applies to vertical braces whose " Section size " is a channel (C or MC). It applies to most vertical brace framing situations , but not to an intersection plate or a brace that is perpendicular to the supporting member.

The choice made here gives you a different set of connection design locks in Modeling
Clip end ...
Clip end ...

Connection Design Locks for Channel Vertical Braces
  Clip end ... Clip end ...
to a beam Gusset One Member Gusset One Member Square
to a column Gusset One Member Gusset One Member Square
to a beam & col Gusset Beam Column Gusset Beam Column Square
shared gusset Gusset 2 Point Gusset 2 Point Square
to column & plate Gusset Column Cap Gusset Column Cap Square

When " Clip end operation " is ' Automatic ' . . .

If this box is checked ( ), connection design performs a ' Clip ' operation on the gusset plate to create an edge perpendicular to the vertical brace.

If the box is not checked ( ), connection design does not perform the ' Clip ' operation, and the gusset comes to a point over the vertical brace.

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------ Horizontal brace options ------

Gusset cut type around column: Coped or Clipped . This applies when ' Automatic ' is selected for " Gusset cut " under " Connection specifications " on the Horizontal Brace Edit window or at Home > Project Settings > Job > User Defined Connections . The option applies when a horizontal brace connects to the top flanges (shown) or webs (not shown) of two beams with an interposed column.

' Coped '
' Clipped '

When " Gusset cut " is ' Automatic ' . . .

' Coped ' specifies that connection design make two cuts to the gusset plate so that it clears the interposed column.

' Clipped ' instructs connection design to make a single diagonal cut on the gusset plate so that it clears the interposed column. As can be seen in the illustration above, a larger gusset plate is likely to be designed when the ' Clipped ' option is selected.

Gusset cut type to beam interface: Coped or Clipped . This applies when ' Automatic ' is selected for " Gusset cut " under " Connection specifications " on the Horizontal Brace Edit window or at Home > Project Settings > Job > User Defined Connections . The option applies when a horizontal brace connects to the top flanges (shown) or webs (not shown) of two beams.

' Coped '
' Clipped '

When " Gusset cut " is ' Automatic ' . . .

' Coped ' specifies that connection design make two cuts to the gusset plate.

' Clipped ' instructs connection design to make a single diagonal cut on the gusset plate.

Clip end operation on angle brace gusset plates: or . This applies when " Clip end operation " is set to ' Automatic ' under " Connection specifications " on the Horizontal Brace Edit window or at Home > Project Settings > Job > User Defined Connections . The brace's " Section size " must be an angle (L) -- either a single angle ("   Double material ") or a double angle ("   Double material "). The option applies to most horizontal brace framing situations , but not to an intersection plate or a horizontal brace perpendicular to a beam

VIDEO A square horizontal brace gusset plate is clipped then changed back to square. The example shown is a double-angle horizontal brace, but the same principle also applies to W tee and wide flange horizontal braces. (Recorded in SDS2 Detailing , v2016)

The choice made here gives you a different set of connection design locks in Modeling
Clip end ...
Clip end ...

Connection Design Locks for Single Angle Horizontal Braces
  Clip end ... Clip end ...
to bm flange Gusset One Member Gusset One Member Square
to bm web Gusset One Member Gusset One Member Square
bm-bm corner Gusset To Two Beams Gusset To Two Beams Square
bm-col-bm corner Gusset To Two Beams Gusset To Two Beams Square
shared gusset Gusset 2 Point Gusset 2 Point Square

Connection Design Locks for Double Angle Braces
  Clip end ... Clip end ...
to bm flange Gusset One Member Gusset One Member Square
to bm web Gusset One Member Gusset One Member Square
bm-bm corner Gusset To Two Beams Gusset To Two Beams Square
bm-col-bm corner Gusset To Two Beams Gusset To Two Beams Square
shared gusset Gusset 2 Point Gusset 2 Point Square

When " Clip end operation " is ' Automatic ' . . .

If this box is checked ( ), connection design performs a ' Clip ' operation on the gusset plate to create an edge perpendicular to the horizontal brace. For adjusting the gusset plate, you will get connection design locks with their containing leaf named as in the tables above.

If the box is not checked ( ), connection design does not perform the ' Clip ' operation, and the gusset comes to a point over the horizontal brace.

Clip end operation on W tee brace gusset plates: or . This applies when " Clip end operation " is set to ' Automatic ' under " Connection specifications " for a horizontal brace whose " Section size " is a W tee (WT). The option applies to most horizontal brace framing situations , but not to an intersection plate or a horizontal brace perpendicular to a beam.

The choice made here gives you a different set of connection design locks in Modeling
Clip end ...
Clip end ...

Connection Design Locks for W Tee Horizontal Braces
  Clip end ... Clip end ...
to bm flange Gusset One Member Gusset One Member Square
to bm web Gusset One Member Gusset One Member Square
bm-bm corner Gusset To Two Beams Gusset To Two Beams Square
bm-col-bm corner Gusset To Two Beams Gusset To Two Beams Square
shared gusset Gusset 2 Point Gusset 2 Point Square

When " Clip end operation " is ' Automatic ' . . .

If this box is checked ( ), connection design performs a ' Clip ' operation on the W tee horizontal brace gusset plate to create an edge perpendicular to the horizontal brace.

If the box is not checked ( ), connection design does not perform the ' Clip ' operation, and the gusset comes to a point over the W tee horizontal brace.

Clip end operation on Wflg brace gusset plate: This applies when " Clip end operation " is set to ' Automatic ' under " Connection specifications " for a horizontal brace whose " Section size " is a wide flange (W). The option applies to most horizontal brace framing situations , but not to an intersection plate or a horizontal brace perpendicular to a beam.

The choice made here gives you a different set of connection design locks in Modeling
Clip end ...
Clip end ...

Connection Design Locks for Wide Flange Horizontal Braces
  Clip end ... Clip end ...
to bm flange Gusset One Member Gusset One Member Square
to bm web Gusset One Member Gusset One Member Square
bm-bm corner Gusset To Two Beams Gusset To Two Beams Square
bm-col-bm corner Gusset To Two Beams Gusset To Two Beams Square
shared gusset Gusset 2 Point Gusset 2 Point Square

When " Clip end operation " is ' Automatic ' . . .

If this box is checked ( ), connection design performs a ' Clip ' operation on each wide flange horizontal brace gusset plate to create an edge perpendicular to the horizontal brace.

If the box is not checked ( ), connection design does not perform the ' Clip ' operation, and each gusset comes to a point over the wide flange horizontal brace.

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   To close Gusset Plate Settings :

   

"OK" (or the Enter key) closes the Gusset Plate Settings window (this window) and saves the settings on it to the current Fabricator . The settings may be applied in your current Job whenever that Fabricator is your current Fabricator. To change to a different Fabricator , Home > press "fabname" > double-click the Fabricator you want.

Note: If you want changes to this window applied to particular members, you can Process Selected Members then Process and Create Solids . Or you can Mark Members for Processing then Process and Create Solids .

"Cancel" (or the Esc key or the button) closes this window without saving any changes made to it.

"Reset" undoes all changes made to this window since you first opened it. The window remains open.

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