Reinforcement detailing of Columns from ETABS output

Aim - To provide the details of longitudinal reinforcement for the two columns (3A & 3B), from foundation to terrace level

Introduction -

1) The factored axial compression stress considered all load combination relating to sesimic loads shall be

limited to 0.40 fck in all column .

2) The Minimum Column Dimension as per IS 13290-2016 = 20 db

wherer db = Max beam bar diameter

3) In column cracking will be much less as compared to beam because large amount of axial force is present

Procedure -

Step 1)

i) Open the Challenge 7 Etabs file which we have downloaded for Beam Design

Step 2)

i) Change the Elevation view - 3

Step 3)

i) Now Click on Run Ananlysis

ii) And Click on Concrete Frame Design

iii) Click on Start Design Check

iv) Wait for completing the process

Step 4)

i) Once the design in completed

ii) Now we have the see the detailed reinforcement

iii) For that Click on Start Design Check - Display Design Info

iv) Select Display Output - Longitudinal Reinforcemet

v) Click on Apply and then Okay

Longitudinal Reinforcement

Step 5)

i) Similarly Select the Shear Reinforcement

ii) Display Output - Shear Reinforcement

Shear Reinforcement -

Step 6)

i) Now we have to provide detail reinforcement for Column

1) For GRID 3A -

1) From Base to Terrace floor the maximum Ast is = 7027

2) So we can provide 12nos of 28mm dia bar = 12 x 616

= 7392mm^2

ii) Details are shown below -

2) For GRID 3B -

1) From Base to Terrace floor the maximum Ast = 5046 mm^2

2) So , Provide 8 bars of 25 mm diameter for the column = 8 x 490.87*8

= 3927mm2

3) Provide 4 bars of 20 mm diameter for the column = 4 x 314.16

= 1256.64mm2

4) Total = 3927 + 1257

= 5180 mm^2

5) Details are shown below

Step 7)

Typical Beam column Joint as per special confining reinforcement provision of clause 8.1 of IS 13920 - 2016 -

i) As per IS 13920 - 2016 at beam column junction -

For beam - The spacing from the face of the beam should not be more than 100 mm till 2d

For Column - The spacing from the face of the column will be lo and should not be more than

= Least lateral dimension

= `1/6 )^(th`) of clear span

= 450 mm

Result -

i) The detailing of reinforcement column is done and it is shown with the help of Autocad software

ii) Shear reinforcement & lapping details as per special confining reinforcement provision

of clause 8.1 of IS 13920 - 2016.

1) For Io - Not Less Than

i) Larger Column Dimension - 650mm

ii) 1/6 )^(th`) of clear span of column - 560mm

iii) 450 mm

So Adopt 650 mm

2) Confinement Spacing Not more than

i) 1/4 th of smaller column dimension = 113 mm

ii) 6 times of dia of column main bar - 168 mm

iii) 100 mm

So we have to adopt 100 mm