Challenge

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.

  1. 3A
  2. 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.

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