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  • Users: pkjr618
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  1. pkjr618

    ETABS selected SMRF

    Good day all, I am in the midst of modelling a R.C. 4-storey residential bldg and initial analysis suggests that the bldg. is very stiff when all of the frames are used as lateral force resisting elements (SMRF class, Zone 4). Moreover, the detailing requirement that the ACI code imposes on the...

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