It's very well possible.   It all depends on the size and gauge of the 
structural member.  More and more installations are using pre-engineered 
buildings which are typically of a light weight construction and not really 
designed for much static loading from the steel.  Often you end up only having 
light weight "Z" or "C" purlins to hang from and if the structural design team 
didn't take into consideration your point loads, they have problems.

Typically hanging from the bottom is discouraged due to initiated bending 
stresses the load places on the structural member.  Only your structural 
engineer can tell you what you can and can't hang to and what the maximum 
loading can be.

Sometimes you may need to span more than two purlins to distribute the load.  
But again, check with the Structural EOR.

Once you've got your layout complete give it to them to figure out how to 
support it.  Supporting utilities is their problem.


Craig L. Prahl, CET   
Fire Protection Specialist
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.ch2m.com 


-----Original Message-----
From: [email protected] 
[mailto:[email protected]] On Behalf Of Jay White
Sent: Tuesday, July 14, 2009 3:16 PM
To: [email protected]
Subject: Trapeze hangers?

We are installing a sprinkler system in a new warehouse. The structural 
engineer is saying that the point load for hanging with a top beam clamp is 
only 50 pounds max. Our grid main piping well exceeds this limit. Does this 
point load seem low? Can you hang a trapeze hanger from the bottom of a truss 
purlin? The truss purlin is not the same as a typical bar joist.
Anyone run in to this problem?

Jay White
Estimator/Design Manager
Dynamic Fire Protection
1807 Hwy. 25 South
Starkville, MS 39759
Phone: 662-324-1550
Fax:       662-324-1545
Cell:      662-312-2426


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