20 November 2019 2 7K Report

Does some have got the commentary of the American norm ANSI MH 16.1: 2012? according to this norm the seismic design of the steel rack could be performed using R=4 as behavior factor, this value seems to be too high. A rack structure should not have enough plastic resource. Should some over-strength factor be taken into account in the design of the connection?

waiting for your answer

thank you very much

best regards

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