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  1. pehiggins

    Side-face blowout, bolt group - App D.5.4.2

    I am seeking clarification/viewpoints on App D.5.4.2, nominal strength for side-face blowout for a group of anchor bolts. I interpret the language and formulas to indicate that if Ca1 < 0.4hef and s > 6Ca1, then the nominal strength for the group is Nsbg = n*Nsb. When Ca1 < 0.4hef and s <...

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