Reinforcement detailing of Columns from ETABS output

Aim:

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

Procedure:

• Open Etabs file. Click the Concrete Frame Design tool.
• Select the Display Design Info option. Choose design output as Longitudinal Reinforcement.
• After Selecting the Longitudinal Reinforcement click Elevation View.
• To avoid the confusions, click tick mark on ribbon and uncheck beam.

GRID A

• From Base to first floor the maximum Ast is = 7027
• So we can provide 8 bars of 32mm = 9 x 803.84=6446.72

2 bars of 16mm =2X200.96

=401.92

= 7048.72mm^2.

Therefore, it can be satisfied entire span.5/13/22, 10:54 AM Reinforcement detailing of Columns from ETABS

GRID B

• From Base to Terrace the maximum Ast is = 5046
• So, we can provide 7 bars of 28mm=7x615.44

3 bars of 20mm = 3x314

= 5250.8mm^2

Therefore, it can be satisfied entire span.

Shear Reinforcement:

• For Shear reinforcement, click the Concrete frame design tool
• Choose Shear Reinforcing. Click apply and ok
• After selecting the Shear reinforcement option, the shear reinforcement values are obtained at each column.