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RE: Robertson deck

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-----Original Message-----
From: seaint-seaosc(--nospam--at) [mailto:seaint-seaosc(--nospam--at)] On 
Behalf Of Drew Morris Sent: Tuesday, March 19, 2013 1:19 PM
To: seaint-seaosc(--nospam--at)
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. <>
510 L Street, Suite 200 | Anchorage, Alaska 99501
Ph: (907)274-2236 | Fax: (907)274-2520 | Web:

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