Column No. | 4-Stories Case Study | |||
Without Seismic Loads | With Seismic Loads by ESEE and Designed Using BSI | |||
Section (mm) | Reinf. | Section (mm) | Reinf. | |
C01 | 400 × 300 | 10 Φ 16 | 550 × 300 | 12 Φ 16 |
C02 | 400 × 300 | 8 Φ 16 | 500 × 300 | 12 Φ 16 |
C03 | 300 × 300 | 8 Φ 16 | 450 × 300 | 10 Φ 16 |
C04 | 300 × 300 | 8 Φ 16 | 350 × 300 | 8 Φ 16 |