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Re: Monorail for 2-3 ton Hoists

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If the monorail is for maintenance, I typically don't combine seismic and
trolley lateral.  I only combine seismic and trolley lateral for a monorail
used in a production facility (steel mill, paper mill, fabrication shop,
...)

Paul.

On Fri, Dec 7, 2012 at 11:24 AM, Gary L. Hodgson and Assoc. <
design(--nospam--at)hodgsoneng.ca> wrote:

> List,
> 
> 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.
> 
> thanks,
> Gary
> 
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