Reinforcement detailing of Columns from ETABS output

1) To design and detail RC column in Etabs :

Procedures:

• Check the model
• Run analyse
• Start concrete design

Longitudinal reinforcement requirement :

Shear reinforcement :

Shear reinforcement as per codal IS 13920:

Column details for column along GL 3A :

Longitudinal reinforcement = 8#32mm with confining reinforcement H8@100mm C/C from base to second floor.

Above second floor longitudinal reinforcement 4#32mm + 4#25mm till terrace.

Column details for column along GL 3B :

Longitudinal reinforcement = 4#32mm + 4#25mm with confining reinforcement H8@100mm C/C from base to Roof.

Conclusion :

Required shear reinforcement = 631 `mm^2`

Provided shear reinforcement = 2010