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  1. PaulProvost

    AASHTO LRFD 7th Edition Section 3.6.5 - Vehicle Collision Force CT

    When analyzing an existing pier column for vehicle impact capacity, a 600 kip static load is placed at 5 feet above ground level. All of the current analysis examples I've seen assume a dual plane shear failure mode. Each plane extends through the pier column at 45 degrees above and below the...

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