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Re: Fw: pedestrian bridge

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The 1997 UBC recommends 100 psf for pedestrian bridges Table 16-A.  In Table 16-B Construction walkways are 150 psf.  Does someone know why there is a discrepancy in these two loads?

Jill T. Shuttleworth, P.E., S.E.
Sunnyside, WA

prosteel wrote:

  what live load should be used for a pedestrian bridge spanningup to 210 ft. in some cases, light vehichles may pass rauf akbaba