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  1. Chaking

    Pull-out bearing capacity of a headed stud (ACI-318)

    I am now calculating for pull-out bearing capacity of a headed stud. From ACI-318 code appendix D, it is known that the ultimate bearing capacity = 8*Area of bearing contract*concrete strength I am wondering how the 8 is coming, if we simply think of the failure mechanism - local crushing of...

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