Reinforcement detailing of Columns from ETABS output

From above information the elevation looks like this

run the analysis and run the design and keep the elevation 3

for grid 3A for grid 3B

Ast we can take as 7027 Ast we can take 5046

no of bars 16 bars no of bars 16

provide 25mm dia bars provide 20mm dia bars

so,

height of floors