Is the site class used to determine the design category?
 

-----Original Message-----
From: [email protected] 
[mailto:[email protected]] On Behalf Of 
[email protected]
Sent: Thursday, June 24, 2010 4:00 PM
To: [email protected]
Subject: RE: seismic design category

Design category is your deciding factor.  For an "A" category you should have 
to do nothing special.  

But, a few years ago we had a similar situation with concrete anchors so it 
could be an owner standard requirement not necessarily based on seismic issues.

Craig L. Prahl, CET   
Fire Protection Specialist
Mechanical Department
CH2MHILL
Lockwood Greene
1500 International Drive
Spartanburg, SCĀ  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 Dewayne Martinez
Sent: Thursday, June 24, 2010 4:55 PM
To: [email protected]
Subject: seismic design category

What is the difference between the "seismic site class" and the "seismic design 
category"?
I have an engineer who is making us install "cracked concrete approved"
inserts based upon
a seismic site class C.  The structural drawings also show a seismic design 
category A.
I thought that the design category is what we use to determine if seismic 
hangers are required?
Here is Wisconsin we don't see this so this I am a bit confused.
Thanks,
Dewayne
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