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  1. B

    Seismic Response Coefficient

    Please help if you can; I have searched for this question and not found an answer. I have two references, Hiner and Mansour, that tell me that if Ts<T<TL, ASCE 7-05 equation 12.8-3 should be used, since this is supposed to provide a lower Cs than eq'n 12.8-2, which is what the designer...
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