Column No.

10-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

1000 × 300

20 Φ 16

C02

500 × 300

12 Φ 16

850 × 300

18 Φ 16

C03

500 × 300

12 Φ 16

850 × 300

18 Φ 16

C04

500 × 300

12 Φ 16

800 × 300

16 Φ 16

C05

500 × 300

12 Φ 16

750 × 300

16 Φ 16

C06

400 × 300

10 Φ 16

700 × 300

14 Φ 16

C07

400 × 300

10 Φ 16

650 × 300

14 Φ 16

C08

300 × 300

8 Φ 16

550 × 300

12 Φ 16

C09

300 × 300

8 Φ 16

500 × 300

10 Φ 16

C10

300 × 300

8 Φ 16

400 × 300

8 Φ 16