Column No.

8-Stories Case Study

Without Seismic Loads

With Seismic Loads by ESEE and Designed Using BSI

Section (mm)

Reinf.

Section (mm)

Reinf.

C01

500 × 300

12Φ 16

850 × 300

18 Φ 16

C02

500 × 300

12 Φ 16

750 × 300

16 Φ 16

C03

500 × 300

12 Φ 16

700 × 300

14 Φ 16

C04

400 × 300

10 Φ 16

650 × 300

14 Φ 16

C05

400 × 300

10 Φ 16

650 × 300

14 Φ 16

C06

300 × 300

8 Φ 16

550 × 300

12 Φ 16

C07

300 × 300

8 Φ 16

500 × 300

10 Φ 16

C08

300 × 300

8 Φ 16

350 × 300

8 Φ 16