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  • Users: opko
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  1. opko

    Thoughts on AASHTO Fatigue Loading

    I'm designing a transverse floorbeam for a 6 lane typical section bridge. The floorbeam supports longitudinal stringers which in turn support the concrete deck. The floorbeam is supported at it's 1/3 points thus creating cantilevered ends. The maximum positve stress at mid-floorbeam is caused...

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