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Re: Heavy Timber Construction for Residential Use

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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:

On Sat, Jun 6, 2009 at 4:47 PM, Stuart,
Matthew<mStuart(--nospam--at)> wrote:
Does anyone have a copy of this American Wood Council document that you
could share with me?

WCD 4 - Plank-And-Beam Framing for Residential Buildings

D. Matthew Stuart, P.E., S.E., F.ASCE, SECB

Senior Project Manager

Structural Department


Engineers and Consultants - CMX

200 Route 9

Manalapan, NJ 07726

732-577-9000 (Ext. 308)

908-309-8657 (Cell)

732-298-9441 (Fax)


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