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  1. RipPECity

    ASCE 7-16 10.1.1 Transfer Diaphgram Overstrength

    Hi all, I know there has been discussion on this topic previously, but I am seeing lots of varying opinions, both online and in my own office, on the use of overstrength loads for transfer diaphragm design. To me - 12.10.1.1 is very clear in stating "for structures that have a horizontal...

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