| Column No. | 10-Story Case Study | |||
| Without Seismic Loads | With Seismic Loads by IBC2012 and Designed Using ACI | |||
| Section (mm) | Reinf. | Section (mm) | Reinf. | |
| C01 | 500 × 300 | 12 Φ 16 | 650 × 300 | 14 Φ 16 |
| C02 | 500 × 300 | 12 Φ 16 | 600 × 300 | 12 Φ 16 |
| C03 | 500 × 300 | 12 Φ 16 | 550 × 300 | 12 Φ 16 |
| C04 | 500 × 300 | 12 Φ 16 | 550 × 300 | 12 Φ 16 |
| C05 | 500 × 300 | 12 Φ 16 | 550 × 300 | 12Φ 16 |
| C06 | 400 × 300 | 10 Φ 16 | 450 × 300 | 10 Φ 16 |
| C07 | 400 × 300 | 10 Φ 16 | 450 × 300 | 10 Φ 16 |
| C08 | 300 × 300 | 8 Φ 16 | 400 × 300 | 10 Φ 16 |
| C09 | 300 × 300 | 8 Φ 16 | 350 × 300 | 10 Φ 16 |
| C10 | 300 × 300 | 8 Φ 16 | 300 × 300 | 8 Φ 16 |