From: "Brian K. Smith" <smithegr(--nospam--at)bellsouth.net>
Date: Thu, 15 Jun 2000 10:17:30 -0500
I have been skeptical about their use; however, I received a "wood" magazine
sometime last week that discussed their use. I still don't know if I would
allow them on one of my projects. If you want to spec them, you need to be
aware that there are two different types. One is designed as a direct
replacement for solid sawn members whereas the other is "axial load only."
Brian K. Smith, P.E.
> -----Original Message-----
> From: Dave Adams [mailto:davea(--nospam--at)laneengineers.com]
> Sent: Tuesday, June 13, 2000 1:17 PM
> To: seaint(--nospam--at)seaint.org
> Subject: Approved end-jointed lumber
> Hello all,
> U.B.C. Section 2304.2 indicates that "approved end-jointed lumber may be
> used interchangeably with solid-sawn members..." and I was curious as to
> your opinions on these when used in shear walls. I have a copy of
> an article
> from ASCE's "Practice Periodical on Structural Design &
> Construction" (Feb.
> 1997), which concluded that there isn't a whole lot of difference in
> strength & stiffness between "solid-sawn" & "end-jointed" lumber used for
> shear walls (using non-cyclic testing methods). I've also
> obtained some good
> information from WWPA, USDA and others.
> "Approved" members appear to be pretty good, but I wanted to
> query the list
> to see if there may be even more information available on these
> members, as
> well as opinions based on experience.
> Thanks in advance,
> Dave K. Adams, S.E.
> Lane Engineers, Inc.