So often, bridges spanning a divided highway (say, 4 lanes total with a grass strip in the middle) span the whole thing. There are no columns in the middle, which would make the I beams much lighter. From what I recall in mechanical engineering, the stress on the I beams goes up dramatically (more than linearly) with the span. And deflection goes up as a fairly high power (3rd, 4th, 5th, more?) of the span. Also, the supports typically are slanted away from the shoulders, requiring even more span. It looks like these bridges are crying out for a set of poles in the middle.
2007-06-03
14:45:10
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5 answers
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Anonymous