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RE: Monorail for 2-3 ton Hoists

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NYS Bldg code section 1607.12.3 says 20%. I assume the IBC is the same 

Dick Roberts

-----Original Message-----
From: seaint-seaosc(--nospam--at) [mailto:seaint-seaosc(--nospam--at)] On 
Behalf Of Gary L. Hodgson and Assoc. Sent: Friday, December 07, 2012 1:24 
PM To: seaint-seaosc(--nospam--at)
Subject: [SEAINT-SEAOSC] Monorail for 2-3 ton Hoists


Can anybody tell me what the approx. lateral load coefficient should be for 
 a monorail supporting 2-3 ton hoists?  This is for an estimate for a job 
in WA.  It's zone 3 and I need to determine if the seismic load will govern 
 over the normal vertical and lateral loads.


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