Title: FW: Pole Frame Workshop



------ Forwarded Message
From: Roald Gundersen <[EMAIL PROTECTED]>
Date: Mon, 22 Jul 2002 12:17:08 -0500
To: "Mark D. Harrell" <[EMAIL PROTECTED]>
Subject: Pole Frame Workshop

What is the Strongest Timber which can be milled from any given log?
Answer: less than one-third the strength of the log according to tests at
the US Forrest Products Lab (FPL) in Madison, WI!  Pole framing is more
than 300% stronger, and hence lighter, easier to build and more sustainable
than timber frame, let alone stick frame construction.  When we process
wood, as with food, we take away its strength, and waste energy, labor, and
materials while tripling even quadrupling its cost.  This is only a small
part of what you will learn at an up-coming Kickapoo Sustainable Woods
Cooperative <[EMAIL PROTECTED]>  on pole utilization workshop to be
held Saturday,  August 17th near La Crosse, WI.  The cost is $10 for
members and $15 for non-members. Please contact Paul Bader
<[EMAIL PROTECTED]> (608) 625-2515 to make yours soon.  Space is limited.

In the morning Mark Knaebe <[EMAIL PROTECTED]> of the Forest Products
Laboratory (FPL) in Madison WI (http://www.fpl.fs.fed.us) will present a
slide show about some of the recent work at FPL in engineered pole frame
structures and connections being developed there.  

Our host, Architect Roald Gundersen <[EMAIL PROTECTED]> will then give a tour
of his house, studio, greenhouse, barn, and stream house, all of which are
through-bolted pole-frame stuctures, three of which utilize straw as
insulation. All of the structures use forest thinings of less valuable
trees, leaving improved stands as another benefit of pole framming.  

After your brown bag lunch, interested parties can participate in errecting
a curved pole-frame addition onto Mark Harrell's home half-an-hour away
near De Soto, WI.   Mark lives in the second pole frame, straw bale
insulated home.  This addition uses curved poles and walls further
strengthing the materials.  Gundersen uses wind-damaged curved trees  to
brace his buildings, branching trees columns and crocks for supports and is
working with an orchardist to grow trees into structural shapes for
curvalinear pole frame buildings.  

Participants who take time to look at the links on the FPL web site will be
that much further ahead:

Small-Diameter Round Timber Demonstration Structure (PDF 39 KB)
http://www.fpl.fs.fed.us/documnts/techline/VI-17.pdf

Forest Products Laboratory Research Program on Small-Diameter Material
(PDF
1.5 MB)
http://www.fpl.fs.fed.us/documnts/fplgtr/fplgtr110.pdf

Exploring the Uses for Small-Diameter Trees  (PDF 436KB)
http://www.fpl.fs.fed.us/documnts/pdf2001/levan01a.pdf

TRUSSED ASSEMBLIES FROM SMALL-DIAMETER ROUND TIMBERS (PDF 124 KB)
http://www.fpl.fs.fed.us/documnts/pdf1999/wolfe99b.pdf   (more
technical)

Dowel-Nut Connection in Douglas-fir Peeler Cores (PDF 189 KB)
http://www.fpl.fs.fed.us/documnts/fplrp/fplrp586.pdf   (more technical)

Space-Frame Connection for Small-Diameter Round Timber (PDF 1.1 MB)
http://www.fpl.fs.fed.us/documnts/pdf2000/wolfe00c.pdf

Research Challenges for Structural Use of Small-Diameter Round Timbers
(PDF 265 KB)
http://www.fpl.fs.fed.us/documnts/pdf2000/wolfe00a.pdf  (more technical)

Small-Diameter Log Evaluation for Value-Added Structural Applications
(PDF
200 KB)
Wolfe, Ronald; Moseley, Cassandra 2000. Forest Prod. J. 50(10): 48-58.
http://www.fpl.fs.fed.us/documnts/pdf2000/wolfe00d.pdf  (more technical)

Potential for Expanding Small-Diameter Timber Market--Assessing Use of
Wood
Posts in Highway Applications  (PDF 541 KB)
http://www.fpl.fs.fed.us/documnts/fplgtr/fplgtr120.pdf

Durability of One-Part Polyurethane Bonds to Wood Improved by HMR
Coupling
Agent (PDF 312 KB)
Vick, Charles B.; Okkonen, E. Arnold 2000. Forest Prod. J. 50(10):
http://www.fpl.fs.fed.us/documnts/pdf2000/vick00a.pdf  (more technical)

See you August 17th!

Roald Gundersen
ecome
Sustainable Living Environments
507 Main Street
LaCrosse, Wisconsin, USA
Phone: (608) 452-3894
Fax:  (608) 784-1408
Web Site:        www.mwt.net/~roald

------ End of Forwarded Message

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