Column No.

6-Stories Case Study

Without Seismic Loads

With Seismic Loads by IBC2012 and Designed Using ACI

Section (mm)

Reinf.

Section (mm)

Reinf.

C01

500 × 300

12Φ 16

600 × 300

14 Φ 16

C02

400 × 300

10 Φ 16

500 × 300

10 Φ 16

C03

400 × 300

10 Φ 16

500 × 300

10 Φ 16

C04

300 × 300

8 Φ 16

450 × 300

10 Φ 16

C05

300 × 300

8 Φ 16

450 × 300

10 Φ 16

C06

300 × 300

8 Φ 16

350 × 300

8 Φ 16