Column No.

4-Stories Case Study

Without Seismic Loads

With Seismic Loads by IBC2012 and Designed Using ACI

Section (mm)

Reinf.

Section (mm)

Reinf.

C01

400 × 300

10 Φ 16

450 × 300

12 Φ 16

C02

400 × 300

8 Φ 16

400 × 300

10 Φ 16

C03

300 × 300

8 Φ 16

350 × 300

8 Φ 16

C04

300 × 300

8 Φ 16

300 × 300

8 Φ 16