You're right on about all of that, but the lower chords of engineered
members are more sensitive to loading because they serve to strengthen
the piece by maintaining tension.  The more you load and distort the
bottom chord, the exponentially higher the overall impact to the member.
That's why 98% of the factory details you see from truss manufacturers
show connections to upper chords only.   The lower chords are especially
sensitive and that's why you have to proceed with so much care and
coordination.

Steve Leyton
Protection Design & Consulting

  

-----Original Message-----
From: [EMAIL PROTECTED] [mailto:[EMAIL PROTECTED] 
Sent: Monday, December 18, 2006 9:28 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Hanging on bottom of Steel bar joists

Roof members are generally designed for support of the roof as well as
predicted dead load weights for snow, (where applicable)  lights,
sprinkler piping, and other utilities.  It all depends on the facility
and what is factored into the design of the roof support system.  It's
pretty much a given in most facilities that these above mentioned items
as well as cable trays, conduits, plumbing piping and such will be hung
from the roof steel.  

But for the most part, those items are attached to the top chord of the
truss.  

Just need to check with the structural engineer or manufacturer of the
joist to find out what was factored into determining the dead load
weight for the steel and where the approved attachments points are.  

Craig L. Prahl, CET
Fire Protection Group
Mechanical Department
CH2MHILL
Lockwood Greene
1500 International Drive
PO Box 491, Spartanburg, SC  29304-0491
Direct - 864.599.4102
Fax - 864.599.8439
[EMAIL PROTECTED]
http://www.lg.com


-----Original Message-----
From: [EMAIL PROTECTED]
[mailto:[EMAIL PROTECTED] On Behalf Of Thomas
Reinhardt
Sent: Monday, December 18, 2006 12:16 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Hanging on bottom of Steel bar joists

Hi Jim,
I encountered this problem when I was doing an inspection. No storage
should be hung from the joist. The joist is rated to hold up the roof
only. This takes in consideration of snow loads etc... During fire
conditions storage on the joist can cause early collapse. More info can
be found by calling the Steel Joist institute.
http://www.steeljoist.org/pages/default.asp?NavID=107 

-----Original Message-----
From: [EMAIL PROTECTED]
[mailto:[EMAIL PROTECTED] On Behalf Of Jim
Zimmerman
Sent: Monday, December 18, 2006 10:15 AM
To: sprinklerforum@firesprinkler.org
Subject: Hanging on bottom of Steel bar joists

Is there a specific rule somewhere that states Fire Protection pipe (or
any mechanicals for that matter) cannot hang from the bottom chord/angle
of a bar joist? 
My specific application is with 44 LH series joists.
 
Thanks,
Jim Zimmerman
<http://www.designbuildfire.com/>
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