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  1. fdr1371

    AASHTO 3.15.2.1

    Anybody have an old AASHTO (c. 1960-65) regarding wind-loading? We are evaluating an exisiting bridge (2485', 12 spans, steel girder w/ floor beam) built/designed in 1964/1965. Our analysis seems to be a little bit heavy, as we are using AASHTO 3.15.2.1 (applies to spans over 125'). Thanks in...

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