Rectangular Duct Applications

Seismic - Rectangular Duct Application 02

 

Transverse Brace Detail

(OPM Page 3c.1)

 

 

Longitudinal Brace Detail

(OPM Page 3c.2)

 


1)  Duct Connection

 

Option 1:  Sheet Metal Screws

(2) #10 Sheet Metal Screws thru strut and duct walls at each corner

1" O.C. and 1" Max from edge, each corner, Typ

Use solid channel for horizontal members if using this option

Approved Sheet Metal Screws (#10 Size):

  1. ITW Buildex (ESR-1976 & ESR 3223)
  2. Simpson Strong-Tie (ESR-3006)
  3. Darts (ER-5202)
  4. Elco (ESR-3294)
  5. Hilti (ESR-2196)

 

Option 2:  Weld

Only for Duct 18 ga. and thicker

Start from Duct edge, each corner, Typ

Flare-bevel field weld, both sides

2" long

 


2)  Horizontal Beams


Maximum Allowable Uniform Vertical Load per Beam (lbs)Trapeze Beam OPM Capacities

Notes:

1.  Values in this table apply only to Unistrut brand products. Unistrut channels are stamped with the name "UNISTRUT".

2.  Values in this table are valid with all solid, T, WT and HS pierced channels of the above channel profiles.

3.  * Load is limited by spot weld shear. Weld shear and tension are accounted for in the above listed capacities.

4.  Refer to OPM Page 4b.0 for the detailed calculation procedure.


3)  Brace Member


Maximum Horizontal FP Force (lbs) [ASD] at 45° from HorizontalBrace Member OPM Capacities

Notes:

1.  Values in this table apply only to Unistrut brand products. Unistrut channels are stamped with the name "UNISTRUT".

2.  Values in this table are valid with all solid, T, WT and HS pierced channels of the above channel profiles.

3.  These brace members are valid for angles from 0° to 60° from horizontal. Refer to product or OPM pages for capacities.


4)  Brace Fitting


FP Load Capacity (lbs)

Brace Fitting OPM Capacities

Notes:

  1. Use with P3860 base.
  2. Use with LS 100 base.
  3. Use with LS 200 base.
  4. All angles above are from horizontal. All loads are based on use with a 1/2" or larger fastener and connected per one of the connection details outlined below.

5)  Connection Details

Connection Detail - Brace Bolted to Channel-01

Brace Bolted to Channel

(OPM Page 5a.1)

3" Min. End Distance

  • FP Transverse = 1,370 lbs
  • FP Longitudinal = 1,035 lbs (640 lbs opp.)
  • FP Vertical = 2,810 lbs
  •  

    Connection Detail - Brace Bolted to Channel w Wolf Washer-01

    Brace Bolted to Channel

    (OPM Page 5a.2)

    Flush to End

  • FP Transverse = 2,375 lbs
  • FP Longitudinal = 935 lbs (640 lbs opp.)
  • FP Vertical = 2,605 lbs
  •  

    Connection Detail - Brace Around Rod to Channel-01

    Brace Around Rod to Channel

    (OPM Page 5a.3)

    3" Min. End Distance

  • FP Transverse = 1,370 lbs
  • FP Longitudinal = 1,035 lbs (640 lbs opp.)
  • FP Vertical = 2,810 lbs
  •  

    Connection Detail - Brace Around Rod to Channel 2-01

    Brace Around Rod to Channel

    (OPM Page 5a.4)

    Flush to End

  • FP Transverse = 2,375 lbs
  • FP Longitudinal = 935 lbs (640 lbs opp.)
  • FP Vertical = 2,605 lbs
  •  

    Connection Detail - Brace Around Rod thru Channel-01

    Brace Around Rod Thru Channel

    (OPM Page 5a.5)

    1-1/2" Min. End Distance

  • FP Transverse = 1,565 lbs
  • FP Longitudinal = 935 lbs (640 lbs opp.)
  • FP Vertical = 2,068 lbs
  •  

    Connection Detail - Rod thru Channel-01

    Rod Thru Channel

    (OPM Page 5a.6)

    Flush to End

    • FP Vertical = 2,068 lbs
    Connection Detail - Rod to Channel Standard-01

    Rod to Channel

    (OPM Page 5a.7)

    3" Min. End Distance

    • FP Vertical = 2,065 lbs
    Connection Detail - Rod to Channel w Wolf Washer-01

    Rod to Channel

    (OPM Page 5a.7)

    Flush to End

    • FP Vertical = 2,065 lbs

    6)  Rod Stiffeners

    Rod Stiffener Detail-01
    Rod Stiffener Charts-01