Brian,
The area of influence is dependent upon the components and the structure
being able to withstand the force generated.  For example, in wood truss
construction the structural members may only be able to withstand 300 lbs of
force while the EQ components may be able to handle 1700 lbs.  You then
would determine the area of influence based on what the structure can
handle.  This will mean that the braces are spaced 15 feet on center and not
the 40 foot allowed per 13.  Steel bar joist will handle a larger load as
will wood beams or steel beams.  Unfortunately, there is no code that
explains what size, only how to get to that size.

Bob Knight 

-----Original Message-----
From: [EMAIL PROTECTED]
[mailto:[EMAIL PROTECTED] On Behalf Of Brian Harris
Sent: Monday, August 20, 2007 9:57 AM
To: [email protected]
Subject: RE: Seismic ZOI

I ain't seeing it, isn't there somewhere that explains how to determine
where (how big) the Zone of Influence is? 


 
 
 

-----Original Message-----
From: [EMAIL PROTECTED]
[mailto:[EMAIL PROTECTED] On Behalf Of G. Tim Stone
Sent: Monday, August 20, 2007 10:42 AM
To: [email protected]
Subject: RE: Seismic ZOI

Brian,
Refer to 2002 ed NFPA 13, Chapt. A9.3.5.6, (3,a,b).
This should help.

G. Tim Stone


NICET Level III Engineering Technician
Fire Protection Sprinkler Design
and Consulting Services

117 Old Stage Rd. - Essex Jct., VT. 05452
TEL: (802) 434-2968          Fax: (802) 434-4343
                [EMAIL PROTECTED]

> -----Original Message-----
> From: [EMAIL PROTECTED] [mailto:sprinklerforum- 
> [EMAIL PROTECTED] On Behalf Of Brian Harris
> Sent: Monday, August 20, 2007 9:08 AM
> To: [email protected]
> Subject: Seismic ZOI
> 
> I'm having a brain cramp this morning so your help would be greatly 
> appreciated. I haven't done seismic in a while and I can't remember 
> the criteria to determine the Zone Of Influence, help a brother out......
> 
> 
> 
> 
> 
> 
> 
> 


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