NEWS from Southwest
MS Resource Conservation & Development (RC&D), Inc.
601-833-5539 Fax 601-835-0054 E-mail
For more
information contact
_____________________________________________________________________
13TH
RESULTS
ANNOUNCED
Twelve
teams of students from universities across the
Each
team designed, constructed and tested their bridges on their home campus, then
submitted documentation of their activities and results to a panel of judges
for review. The competition is conducted
online via the Internet. Each team is
required to post design drawings, test results, and project highlights on the
Web at www.msrcd.org
Winner
of the Best Overall Design Award sponsored by Weyerhaeuser Company was
The
second highest money winner was University of
Other
first-place winners were United States Military Academy ASCE for Best Deck
Design, University of Arkansas at Little Rock FPS for Most Practical Design and
Clarkson University ASCE for Most Innovative Design. Other entries in the 2005
Competition were University of Wisconsin at Platteville ASCE, University of
Missouri at Columbia ASCE, Ohio State University ASCE, Oregon State University
ASCE/FPS, Washington University at St. Louis ASCE, Virginia Tech FPS and a
second entry from San Francisco State University ASCE (truss design).
For
a complete review of 2005 Competition Results and each individual entry
including drawings and photos, go to www.msrcd.org/bridge.htm and select from
menu. Results of 1998-2004 competitions are also posted online. Rules for the
2006 competition will be similar to 2004 Rules that are already posted online.
For final 2006 Rules or additional information contact Southwest Mississippi
RC&D, Inc., competition coordinator, at
The
test bridges were 12.5 feet (3.8m) long and 4.6 feet (1.4m) wide and were
loaded with a test weight of approximately 4,500 pounds. Average weight of the
bridge models was 920 pounds (418 kg). At full loading, maximum bridge
deflection ranged from 1.14mm to 8.93mm. Maximum allowable deflection was
9.5mm. Percent non-wood materials in the bridges averaged 7.3%; maximum percent
non-wood materials allowed was 25 percent, by weight.
The
competition's objectives are to promote interest in the use of wood as a competitive
bridge construction material, to generate innovative and cost-effective timber
bridge design techniques, and to develop an appreciation of the engineering
capabilities of wood among future transportation and forest products engineers.
Following the competition, most of the bridges were placed into use as trail
bridges.
Judges
for the competition were Scott Groenier, P.E., Missoula Technology and
Development Center, USDA-Forest Service, and Paul Gilham, P.E., Western Wood
Structures, Inc., Tualatin, Oregon.