Reinforcement detailing of Columns from ETABS output
Reinforcement detailing of columns in Etabs 2018.
The ETABS file for a G+4 building is provided. Run the analysis and design the RCC Moment Resisting Frame. The following challenge deals specifically with two columns at the following grid intersections.
- 3A
- 3B
- Provide details of longitudinal reinforcement for the two columns, from foundation to terrace level. Sketch the column cross-sectional & elevation details or draft it using AutoCAD software.
- Show shear reinforcement & lapping details per the special confining reinforcement provision of clause 8.1 of IS 13920 - 2016.
Answer:-
Aim:- To design the given column reinforcement by using ETABS software
Procedure:-
- Run analysis for the given model
- Click on concrete frame design, find out the longitudinal reinforcement area, and take a screenshot of it.
- again, select the concrete frame design, go to display design info, find the shear reinforcement area, and take a screenshot.
- Select the story edit details to plot the reinforcement details
Step 1:
1) Open a G+4 Etab file
2) Click the Concrete Frame Design tool
3) Select the Display Design Info option
4) Choose design output as Longitudinal Reinforcement

Step 2:
1) After Selecting the Longitudinal Reinforcement click Elevation View
2) To avoid confusion, click the tick mark on the ribbon and uncheck the beam

Step 3:
1) Now need to calculate the reinforcement details of 3a and 3b

Step 4:
1) For Shear reinforcement, Click the Concrete frame design tool
2) Choose Shear Reinforcing
3) Click apply and ok

Step 5:
1) The shear reinforcement values are obtained at each column after selecting the Shear reinforcement option.

Step 6:
GRID A:
1) From the Base to the first floor, the maximum Ast is = 7027
2) So we can provide 10nos of 32mm dia bar = 10 x 804
= 8040mm^2
3) From the First floor to Terrace, the maximum Ast is = 4800
4) So, We can provide 6nos of 32mm dia bar = 6 x 804
= 4824mm^2

GRID B:
1) From Base to Terrace, the maximum Ast is = 5046
2) So we can provide eight nos of 32mm dia bar = 8 x 804
= 6432mm^2
Therefore it can be satisfied the entire span.
