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    Potential Repairs for a Bent F1554 Grade 55

    I have an issue with a F1554 Grade 55 anchor bolt that is supposed to see only tension due to uplift (interior column of a PEMB). I am the EOR on the foundations of this project where a sub bent one bolt about 15 to 20 degrees. The GC was able to bend it back, but I am aware that AISC does not...

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