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RE: Robertson deck

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Does this web site provide what you need?

<http://www.icc-es.org/reports/pdf_files/UBC/2739.pdf>

-----Original Message-----
From: seaint-seaosc(--nospam--at)mail-list.com [mailto:seaint-seaosc(--nospam--at)mail-list.com] On 
Behalf Of Drew Morris Sent: Tuesday, March 19, 2013 1:19 PM
To: seaint-seaosc(--nospam--at)mail-list.com
Subject: [SEAINT-SEAOSC] Robertson deck

I am evaluating an existing building that has H. H. Robertson long span 
composite deck.  On the plans it is called out as 5-6.0-13 and the general 
notes indicates that this a 6" deep 13 gage deck.  Does anyone out there 
have the self weight and the allowable vertical and lateral loads?  The 
deck spans 20'-1/2".

--
*Drew Morris, PE*| /Project Engineer/
BBFM Engineers, Inc. <http://www.bbfm.com/>
510 L Street, Suite 200 | Anchorage, Alaska 99501
Ph: (907)274-2236 | Fax: (907)274-2520 | Web: www.bbfm.com

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