Reinforcement detailing of Columns from ETABS output

Aim: To Providing details of longitudinal reinforcement for the two columns from foundation to terrace level.

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FOR GRID A

From Base to first floor the maximum Ast is = 7027

So we can provide 10nos of 32mm dia bar = 10 x 804

= 8040mm^2

From First floor to Terrace the maximum Ast is = 4800

So, We can provide 6nos of 32mm dia bar = 6 x 804

= 4824mm^2

FOR GRID B

From Base to Terrace the maximum Ast is = 5046

So we can provide 8 nos of 32mm dia bar = 8 x 804

= 6432mm^2