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RE: 3 inch N deck as shearwalls

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Steel Deck Shear Walls are currently being tested @ University of California - Berkeley.  Financed by Charles Pankow Foundation:  you may contact:
Mr. Steve Tipping
Tipping Mar Associates
1906 Shattuck Ave.
Berkley, CA 94704
510-549-1906
    Who is heading up the testing and publishing of the results.
Thanks,
Jim L. Chatterley PE
Composite Framing Systems, Inc.
2723 Currier Ave., Simi Valley, California, 93065
805-520-3666   Fax 805-583-1434
www.Compositeframingsystems.com
 


From: Gerard Madden, SE [mailto:gmse4603(--nospam--at)gmail.com]
Sent: Thursday, March 15, 2007 11:55 PM
To: seaint(--nospam--at)seaint.org
Subject: Re: 3 inch N deck as shearwalls

Astaneh has a steel tips on steel shearwalls that has some information you might find useful, although not really using the application the way you are.

www.steeltips.org




On 3/15/07, Drew Morris <dmorris(--nospam--at)bbfm.com> wrote:
I have a project where we are contemplating using 3 inch N or W3 deck as
a shear wall.  The frame will be steel columns and W beams with the deck
welded/connected to the beams and columns.  Horizontal girts will be
added as required.  Does anyone have any idea how this proposed
structure would be classified?  Building frame system with steel shear
walls?  Seismic design category will be D.

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-gm