T. William (Bill) Allen, S.E.
ALLEN DESIGNS
Consulting Structural Engineers
V (949) 248-8588 . F(949) 209-2509
-----Original Message-----
From: Chuck Utzman [mailto:chuckutzman@gmail.com]
Sent: Monday, June 08, 2009 8:50 AM
To: seaint@seaint.org
Subject: Re: Heavy Timber Construction for Residential Use
Buddy
I can't find a Table 4.2C in my 2006 IBC.
thanks,
Chuck
AWC Info wrote:
>
> Yes, the /2005 Special Design Provisions for Wind and Seismic
> <http://www.awc.org/Standards/SDPWS.html>/, which is adopted in the
> /2006/2009 IBC/, has those capacities listed in Table 4.2C.
>
>
>
> HTH
>
>
>
> Buddy
>
>
>
> John "Buddy" Showalter, P.E.
> Director, Technical Media
>
>
>
> *American Wood Council*
>
> /Engineered and Traditional Wood Products/*
> *1111 19th Street, NW, Suite 800
> Washington, DC 20036
> 202-463-2769
> www.awc.org <http://www.awc.org/>
>
> *Email Signature*
>
> *The American Wood Council (AWC) is the wood products division of the
> American Forest & Paper Association (AF&PA). AWC develops
> internationally recognized standards for wood design and construction.
> Its efforts with building codes and standards, engineering and
> research, and technology transfer ensure proper application for
> engineered and traditional wood products.*
>
> *********************
> /The guidance provided herein is not a formal interpretation of any
> AF&PA standard. Interpretations of AF&PA standards are only available
> through a formal process outlined in AF&PA's standards development
> procedures./
>
> *********************
>
>
>
> The document does address in-plane shear capacity. A 2x6 deck with 2
> nails per deck/joist intersection is usually good for about 50psf.
> Does the current code still allow this for LFRS (it comes up
> occasionally in decks)?
>
> Chuck Utzman, P.E.
>
>
>
> Alexander Bausk wrote:
>
> > Matthew,
>
> >
>
> > http://www.awc.org/pdf/WCD4.pdf
>
>
>
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