College & Team Information
College or University: Student Chapter:
Address:
Phone: Fax: E-mail:
Website address: Faculty Advisor:
Person In Charge of Project:
       
Team Member Class Team Member Class
Hours spent on project: Cost of Material ($ Amount)
Student: Faculty: Donated: Purchased:

1. Abstract - (Max 500 word narrative)
 

2. Deflection Table
Deflection (millimeters - rounded to 2 decimal places)
Loading Inc. Bridge Beam L Beam R Average (L&R) Gross Deck Net Deck
5 kN
10 kN
15 kN
20 kN - 0 min.
20 kN - 15 min.
20 kN - 30 min.
20 kN - 45 min.
20 kN - 60 min.
1) Loading Increments.
2) Bridge - As measured at midspan of the longitudinal beam receiving greatest loading.
3) Beam L - As measured under the longitudinal beam to left of selected deck monitoring point.
4) Beam R - As measured under the longitudinal beam to right of selected deck monitoring point.
5) Average (L&R) - Average of 3 and 4.
6) Gross Deck - As measured under the loading point expected to experience maximum deflection.
7) Net Deck - Column 6 minus column 5.
Deck span (transverse distance between main longitudinal bridge support members measured from inside edge to inside edge) = mm / 100 = mm (max. allowable net deck deflection)

3. Materials List
Material Item Weight (kg)
Total Weight (Kg)
Weight Non-wood (Kg)
Percent Non-wood

4. Summary -Describe Bridge and behavior under load - (Max 500 words)
 

5. Project Drawings and Photos
side view end view 3d view project photo team photo
Longitudinal Cross Section Tranverse Cross Section Trimetric View Project Photo Team Photo
Click on drawing or photo above for larger view.

6. Component Details
In ten (10) words or less per each component below, describe the bridge:
Stringers/Girders:  
Deck:  
Floor Beams:  
Suspension:  
Unique:  
 
Describe preservative treatment for all wood members. Include type and concentrations. Also include a short statement of why this treatment was selected. Did the treatment requirement present any special problems? If yes, provide details
   
 

7. Special Considerations
 



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Programming by:Keith Mazer
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