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RE: Deck Support

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Title: Deck Support
Bruce,
 
I have used following solution before and it worked well.  Stopping the deck at the beam and then use a bent plate to cantilever the rest of the distance.  The bent plate will do double duty as a pour stop. 
 
 
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Lars Holte
Senior Engineer                                                           BERGER/ABAM Engineers Inc
Voice: 206-431-2289 33301                                          Ninth Avenue South
Fax: 206-431-2250                                                       Federal Way, WA 98003-6395
holte(--nospam--at)abam.com                                                         http://www.abam.com
 

 

-----Original Message-----
From: Trobridge, Bruce [mailto:Bruce.Trobridge(--nospam--at)ogs.state.ny.us]
Sent: Wednesday, November 25, 1998 11:29 AM
To: 'SEAINT'
Subject: Deck Support

I am designing an industrial building.   On the edge of the building there is 2 feet from the column centerline to the outside face of brick.  My problem is supporting the deck.  The deck, 2" composite with 5 1/2" slab) will cantilever in the direction of its span with no problem but support in the other direction is a problem.  Thanks in advance for any ideas.

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Bruce C. Trobridge
Assistant Building Structural Engineer
NYS - Office of General Services