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  1. SuperREG96

    Overstrength applicability for anchor design

    Hello everyone, long time viewer but first time poster. It's just been one of those days and I'm sure I'm overthinking things. I've got a job with SDC C and using a steel R=3 system with HSS diagonal bracing. Because R=3 I don't have to use AISC 341 provisions. However, ACI 318-14 17.2.3 says...

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