2011 NATIONAL TIMBER BRIDGE DESIGN COMPETITION
Summary of Results
For 2011 competition rules click here. To view individual entries, click on the team name below.
School/ Team Net Bridge Deflection1 -% of allowable Net Deck Deflection2 - % of allowable Total Bridge Weight (kg) Percent Non-Wood (%)3 Best Overall Design Best Support Structure Best Deck Most Practical Design Most Aesthetic Design Most Innovative Design
San Francisco State Univ. ASCE (double arch) 76 44 587 8.48 3 3 4 2 1 1
San Francisco State Univ. ASCE (single arch) 99 6 569 9.87 2 4 3 3 4 4
Ohio State University ASCE 42 91 481 4.58 5 5 5 5 5 5
Oklahoma State Univ. ASCE (beam team) 17 29.1 636 1.39 4 2 2 4 2 2
Oklahoma State Univ. ASCE (truss team) 22 28.8 441 6.10 1 1 1 1 3 3
This competition is open to all ASCE and FPS Student Chapters at univerities and college across the U.S. and Canada. 2011 was the 19th year of this event.
1Maximum allowed = bridge span 400;         2 Maximum allowable = deck span 100                         3 Maximum allowed = 25%
ASCE - American Society of Civil Engineers      FPS - Forest Products Society
©2017 Mississippi Association of Resource Conservation and Development Councils.
Report errors to: Keith Mazer.