The top chord is under compression. So adding a load at top is just how the 
truss/joist was designed to take additional loads as long as you don't exceed 
capacities. The bottom chord is under tension. The truss/joist is not designed 
to take on much tension. For example, imagine trying to crush a joist by adding 
weight vs. trying to pull the two chords apart from each other. It takes a 
whole lot less weight to pull them apart than it does to crush them. Finally, 
if you attach a load to the side of the bottom chord, you essentially create a 
torque on the truss/joist. Once again, these components are not meant to take 
on torqued loads. Their principle duty is to take on compressive loads.


Duane Johnson
Strickland Fire Protection


-----Original Message-----
From: Sprinklerforum [mailto:[email protected]] On 
Behalf Of Travis Mack
Sent: Wednesday, January 21, 2015 5:30 PM
To: [email protected]
Subject: Re: Hanging off botom of steel bar joists

I was told by a structural engineer many years ago that joists are designed to 
bear on the top and not on the bottom chord.  Therefore, his opinion was that 
all hanging should be from the top.  Since then, I have always shot for hanging 
to the top chord of a joist.  NFPA 13 doesn't specify either way.

Travis Mack, SET
MFP Design, LLC
2508 E Lodgepole Drive
Gilbert, AZ 85298
480-505-9271
fax: 866-430-6107
email:[email protected]

http://www.mfpdesign.com
https://www.facebook.com/pages/MFP-Design-LLC/92218417692
Send large files to us via: https://www.hightail.com/u/MFPDesign

On 1/20/2015 9:19 AM, Gregory Lindholm wrote:
> I know there was a discussion on when you can hang off the bottom of bar 
> joists, but for reason, I can't get into the archives.
> Can somebody refresh my memory? (I pretty much always hang off the 
> tops, but there are times when that is not reasonable possible, and am 
> trying to find out if, or when, you can hang of the bottoms.) Thanks
>
> Greg Lindholm                                         
> _______________________________________________
> Sprinklerforum mailing list
> [email protected]
> http://lists.firesprinkler.org/listinfo.cgi/sprinklerforum-firesprinkl
> er.org

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