2010 Chicago Regional Bridge Building Specifications

The object of this contest is to see who can design, construct and test the most efficient bridge within these specifications. Model bridges are intended to be simplified versions of real-world bridges, which are designed to accept a load in any position and permit the load to travel across the entire bridge.

1. The bridge must be constructed only from 3/32 inch square cross-section basswood and any commonly available adhesive.
2. The basswood may be notched, cut, sanded or laminated in any manner.
3. No other materials may be used. The bridge may not be stained, painted or coated in any fashion with any foreign substance.

1. The bridge mass shall be no greater than 30.00 grams.
2. The bridge (see Figure 1) must span a gap (S) of 300. mm, be no longer (L) than 400. mm, be no taller (H) than 180. mm above the support surfaces, and have a maximum width (W) of 70. mm. It must have a horizontal loading plane that is a maximum height (P) of 80. mm above the support surfaces. The bridge structure may not project below the support surfaces.
3. The bridge must be constructed to provide a horizontal support surface for the loading plate and rod at each of the three possible loading positions. These three positions, at the mid-span of the bridge and 60. mm to either side of the center, will be clearly and consecutively labeled "1, 2, 3" from either end of the bridge by the participant before check in (see 3b). The horizontal loading plane must be a minimum length (R) of 160. mm and centered on the mid-span of the bridge. The bridge structure must allow the loading rod (see 3a) to be mounted from below.
4. The bridge must have a minimum clearance (C) of 60. mm in height above the support surfaces. This clearance also extends 80. mm toward either end of the bridge from the center point of the bridge. It coincides with the horizontal loading plane, and lies directly beneath it. No part of the bridge structure may be built around this clearance area, and a 60. mm high, by 160. mm wide block must pass cleanly under the bridge.

1. The load will be applied downward, from below, by means of a 40. mm square plate (see Figure 2) resting on the loading plane of the bridge. The plate will be 6.35 mm (1/4 inch) thick and will have a 9.53 mm (3/8 inch) diameter eyebolt attached from below at its center with a standard hex nut. Masses will be supported on a vertical loading rod suspended from the eyebolt. The sides of the plate will be parallel to the longitudinal axis of the bridge.
2. The three loading positions will be located on the horizontal loading plane. The center loading position (numbered "2") will be located at the center point of the bridge. The other two loading positions (numbered "1" and "3") will be located 60. mm toward either end of the bridge from the center.
3. On the day of the competition, the judges will randomly draw the number of the loading position to be used; it will be the same for all bridges tested.

1. On the day of the contest, contestants will center their bridge on the loading surfaces. They will have previously located the loading plate and 3/8 inch eye bolt to the selected loading position.
2. The load will be applied from below, as described in section 3 above. Competition loading will stop at 50. kg. However, loading will continue until bridge failure.
3. Bridge failure is defined as the inability of the bridge to carry additional load, or a load deflection of 25 mm under the loading location, whichever occurs first.
4. The bridge with the highest structural efficiency, E, will be declared the winner.

1. All construction and material requirements will be checked prior to testing by the judges. Bridges that fail to meet these specifications at the conclusion of the allowable time for checking will be disqualified. Bridges disqualified prior to the start of the contest may be tested as exhibition bridges at the discretion of the builder and the contest directors.
2. If, during testing, a condition becomes apparent (i.e., use of ineligible materials, inability to support the loading plate, bridge optimized for a single loading point, etc.) which is a violation of the rules or prevents testing as described above in Section 4, that bridge shall be disqualified. If the disqualified bridge can accommodate loading, it may still be tested as an exhibition bridge as stated above.
3. Decisions of the judges are final; these rules may be revised as experience shows the need. (Please check our web site, http://www.iit.edu/~hsbridge, after January 5, 2010, to learn whether any changes have been made.)