From: Charles Espenlaub <Cespenlaub(--nospam--at)martinaia.com>
Date: Fri, 25 Feb 2000 17:10:45 -0500
We have done a lot of four story wood framed buildings, and never had a
call back for a shrinkage related problem. The top and bottom plates
are where all of the shrinkage will occur. I would not recommend using
2x floor framing, as this will add considerably to the shrinkage.
I-joists, LSL rim boards, and pre-engineered floor trusses have
significantly less shrinkage than say a 2x10. When you calculate the
actual shrinkage of the plates, you should find that it is an
insignificant amount of shrinkage (on the order of maybe a 1/4" to
3/8"). Of course you have to use KD-19 or KD-15 wood, not green lumber.
Charles F. Espenlaub, III, P.E.
From: JPRiley485(--nospam--at)aol.com [mailto:JPRiley485(--nospam--at)aol.com]
Sent: Friday, February 25, 2000 4:39 PM
Subject: Wood shrinkage
Architect wants to build residential structure in Iowa.
4 stories (1 at grade, 3 supported)
Wood stud bearing walls
Approx. 15,000 sf per floor
Fire safety issues have been hashed out between the architect and the
building official. The building official required the architect to hire
structural engineer on this project "because it is 4 stories." For an
essentially identical 3-story building, he was allowed to do the
My concern is with the following UBC section:
SECTION 2308 - WALL FRAMING
Wood stud walls and bearing partitions shall not support more than two
and a roof unless an analysis satisfactory to the building official
that shrinkage of the wood framing will not have adverse effects on the
structure or any plumbing, electrical or mechanical systems, or other
equipment installed therein due to excessive shrinkage or differential
movements caused by shrinkage. The analysis shall also show that the
drainage system and the foregoing systems or equipment will not be
affected or, as an alternate, such systems shall be designed to
the differential shrinkage or movements.
It's probably within the architect's overall responsibility to
building materials so that we don't buckle a plumbing pipe, or something
that. And hopefully, the "analysis" of the effects of shrinkage will
entail much more than a shrinkage estimate (by me) and an evaluation of
effects on the various systems (by someone other than me). Seem
Estimating shrinkage: I believe longitudinal shrinkage in
is negligible, possibly 0.1%. The significant shrinkage occurs in the
wall plates and rim board. In the Timber Construction Manual there is a
formula for estimating shrinkage based on initial and final moisture
And I found this shrinkage calculator on the Internet:
http://www.woodbin.com/calcs/shrinkulator.htm It boils down to
establishing initial and final moisture content . . . help.
John P. Riley
Blue Grass, Iowa