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RE: catwalk railing

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Your code may have a reduction based on the building occupancy group for areas not accessible to the public. I don't remember seeing catwalk railing being addressed separately, last time I used the 50/200 for the design.



 

>From: "Bruce Holcomb" <bholcomb(--nospam--at)brpae.com>
>Reply-To: <seaint(--nospam--at)seaint.org>
>To: <seaint(--nospam--at)seaint.org>
>Subject: catwalk railing
>Date: Fri, 1 Apr 2005 10:43:52 -0600
>
>We are designing a catwalk and are wanting to spread out the railing
>posts as far as possible.  Do we have to follow the code prescribed 200
>lb concentrated load or 50 plf uniform load... or are there any
>different requirements for catwalks?
>
>
>
>
>
>Bruce D. Holcomb, PE, SE
>
>Structural Engineer & Vice President
>
>Butler, Rosenbury & Partners
>
>319 North Main, Suite 200
>
>Springfield, MO 65806
>
>417-865-6100
>
>417-865-6102
>
>


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