Can you apply the formula and get an equivalent modulus based on not center
loading the members?

R/

Matt

Matthew J. Willis
Living Water Fire Protection, LLC.
1160 McKenzie Rd.
PO Box 877
Cantonment, FL. 32533
850-937-1850 Voice
850-937-1852 Facsimile
[EMAIL PROTECTED]
 

----- >-----Original Message-----
----- >From: [EMAIL PROTECTED] 
----- >[mailto:[EMAIL PROTECTED] On 
----- >Behalf Of Randy Knutson
----- >Sent: Tuesday, May 20, 2008 11:05 AM
----- >To: [email protected]
----- >Subject: Trapeze lengths beyond 10'-0"
----- >
----- >Forumites,
----- >
----- > 
----- >
----- >I searched the archives and didn't find a discussion on 
----- >this topic.
----- >
----- >Here's my question?
----- >
----- > 
----- >
----- >Can I extrapolate out beyond the 10'-0" length on the 
----- >section modulus required for trapeze in table 
----- >9.1.1.6.1(a) '07ed.?
----- >
----- > 
----- >
----- >A fitter called this morning wanting 14' trapeze hangers 
----- >for 4" pipe. He was placing the main in the wrong 
----- >location but it brought up an interesting question. I 
----- >noticed that the section modulus has a linear increase 
----- >with trapeze length.
----- >
----- >For 4" Sch 10 y=.085x, where y=section modulus & 
----- >x=Trapeze length. So, for a 14' trapeze for 4" sch 10, 
----- >would a 1.19 section modulus work?
----- >
----- >Do I have to have the initials PE after my name to think 
----- >these thoughts?
----- >
----- > 
----- >
----- >Thanks,
----- >
----- > 
----- >
----- >Randy Knutson
----- >
----- >Shilo Automatic Sprinkler, Inc.
----- >
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