I was in the Engineers as a young lad and spanned some grand spaces with M4t-6’s, pontoons, and Baileys. All metal and no wood! Except for maybe a simple deck walkway or concrete form. What I was after is the formula per pound, live load bending movement, in length of span in feet/combo bending movement, and calculate the dead load shear per stringer. Say you have a live load bending moment in kip ft per land at 500. And your length of span in feet is 40. What would be the live shear per lane, depth of web, thickness of web, thickness of flange, width of stringer, and depth of stringer.? Spanning a distance like this is very important and any help would be appreciated! I will be driving over this bridge so please be serious in your formulas and thanks. ..Pike..
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Replies
Pike, I don't have the formulas but can relate to your needs. I helped build a bridge a few years back. It was on private rural county property but we still needed to have it designed by a certified bridge builder. We were all suprised to find one as easily as we did and the cost was very reasonable. This particular bridge was the primary access to the main home on the property. It had to be certified for the heaviest vehicle that might need to pass over it. These vehicles included fire trucks, line trucks, ambulances, etc. The speed at which they would travel over the bridge was also part of the calculations.
Just some food for thought if you truly want this to be a safe bridge.
Steve - in Northern California
Providing a few formulas isn’t going to help you very much. Unfortunately, the answer to your question is not simple at all. Additional information is needed, such as:
1. Materials to be used. (Wood?, Species?, Grade?).
2. Span of deck (stringer spacing).
3. Number of lanes.
4. Number of stringers. (determined from items 2 and 3).
5. Design vehicle (number of axles, load per axle, axle spacing). How did you come up with 500 ft-k? What is the heaviest vehicle that could use the bridge (either on purpose or accidently)? For a 40 foot span vehicle-loading will likely govern over lane-loading. If you do use lane loading you will want to account for concentrated loading as well.
6. Other loads to consider: seismic, longitudinal, wind, impact.
7. Geometric constraints (for example, do you have a minimum vertical clearance requirement under this bridge?) If the bridge is to cross a stream, what is the maximum height of water during periods of flooding? Would that affect the substructure?
8. Does the bridge have to be designed/built to a specific code?
9. Parapets, curbs, bearings, substructure?
10. Drainage.
11. Any utilities to be carried by the bridge?
12. Subsurface conditions?
That will get you the basic structural sizes. Then consider deflections, camber, cross-bracing, fasteners, maintenance, etc. and you’re done.
The best advice I can give you is to discuss your project with a structural engineer.
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