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Re: Fw: pedestrian bridge

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In a message dated 2/25/99 8:26:14 AM, andeng(--nospam--at)televar.com writes:
>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?
>
Is this a "discrepancy"?  These seem like significantly different uses. 

Ralph Kratz