Need a book? Engineering books recommendations...

Return to index: [Subject] [Thread] [Date] [Author]

Re: Heavy Timber Construction for Residential Use

[Subject Prev][Subject Next][Thread Prev][Thread Next]
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


On Sat, Jun 6, 2009 at 4:47 PM, Stuart,
Matthew<mStuart(--nospam--at)cmxengineering.com> 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

Associate

Engineers and Consultants - CMX

200 Route 9

Manalapan, NJ 07726

732-577-9000 (Ext. 308)

908-309-8657 (Cell)

732-298-9441 (Fax)

mstuart(--nospam--at)CMXEngineering.com







******* ****** ******* ******** ******* ******* ******* ***
*   Read list FAQ at: http://www.seaint.org/list_FAQ.asp
* * This email was sent to you via Structural Engineers * Association of Southern California (SEAOSC) server. To * subscribe (no fee) or UnSubscribe, please go to:
*
*   http://www.seaint.org/sealist1.asp
*
* Questions to seaint-ad(--nospam--at)seaint.org. Remember, any email you * send to the list is public domain and may be re-posted * without your permission. Make sure you visit our web * site at: http://www.seaint.org ******* ****** ****** ****** ******* ****** ****** ********