Reinforcement detailing of Columns from ETABS output
AIM: To provide details of longitudnal reinforcement for the two column from foundation to terrace level.
STEP1:)
- Open a G+4 Etab file
- Click the concrete frame design info option
- Select the display design info option
- Choose design output as longitudnal reinforcement
STEP 2)
- After Selecting the longitudnal reinforcement click elevation view
- Click tick mark on ribbon and uncheck beam
STEP 3)
- Calculate the reinforcement details of 3a and 3b
STEP 4)
- For shear reinforcement ,click the concrete frame design tool
- Choose shear reinforcing
- Click apply and ok
STEP 5:)
- After selecting the shear reinforcement option the shear reinforcement values are obtained at each column
STEP 6)
- From base to first floor the maiximum Ast = 7027 mm^2
- Now we provide 10 no of 32mm dia of bar = 10 x 804
=8040mm^2
- From first floor to terrace the maximum Ast=4800
- Now we provide 6 no of 32mm dia =6 X 804
=4824mm^2
GRID B
- From base to terrace the maximum Ast= 5046
- Provide 8 No of 32 mm dia bar = 8 X 804
- =6432 mm^2
