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Posted: Thu Nov 08, 2018 11:53 am Post subject: Beam Column Capacity Ratio in ETABS
I am designing 4 storey RCC building in ETABS and would like to ensure Moment Capacity of Column > MC of Beams. Can I rely on Moment Ratio evaluated by ETABS. Should it be fulfilled for all column? And would be grateful for suggestions on achieving required Ratios.
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