See 9.3.5.5.3, the handbook 2010 has additional insight. Basically its everything within the zone of influence
Thom -----Original Message----- From: [email protected] [mailto:[email protected]] On Behalf Of Brown, Mike Sent: Friday, August 20, 2010 4:42 AM To: [email protected] Subject: 4 Way Seismic Question? Has anyone been asked to provide a seismic calc for the 4 way brace on the riser? If so, do you combine the long/lateral loads in zone of influence or do you figure the loads of just the riser? Mike Brown Project Designer Sunland Fire Protection, Inc. 1218 Elon Place High Point, NC 27263 [email protected] Business: 336-886-7027 Ext. #140 Fax: 336-886-7024 _______________________________________________ Sprinklerforum mailing list [email protected] http://fireball.firesprinkler.org/mailman/listinfo/sprinklerforum For Technical Assistance, send an email to: [email protected] To Unsubscribe, send an email to:[email protected] (Put the word unsubscribe in the subject field) _______________________________________________ Sprinklerforum mailing list [email protected] http://fireball.firesprinkler.org/mailman/listinfo/sprinklerforum For Technical Assistance, send an email to: [email protected] To Unsubscribe, send an email to:[email protected] (Put the word unsubscribe in the subject field)
