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  1. BridgeGirlie

    Wheel Load vs. Retaining Wall

    I agree with Blast Resistant's second post. If you verify that those loads are correct, you should treat the wheel load as a static point load over the surface area of the point of contact (20"wide by 10" long per AASHTO)and do a Boussinesq analysis. If you have not done this in a while...

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