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| 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. |
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| 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 |
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©2012 Mississippi Association of Resource Conservation and Development Councils. Report errors to: Keith Mazer. |