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Reinforcemrnt used in beam-column Joint of a RC SMRF

Reinforcemrnt used in beam-column Joint of a RC SMRF

Reinforcemrnt used in beam-column Joint of a RC SMRF

(OP)
Hi, does anybody know thatif a RC SMRF desiged by ACI seismic porvisions, in gereral how many percentage of reinforecment of the total reinf. used in a whole RC SMRF will be the reinf. used in the beam-column joint?

How to calculate the percentage? by weight?

Thanks a lot!

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