| Column No. | Case | Axial Load (N) | Bending moment (kN.m) | Reinforcement | Section (mm2) | |
| Mx | My | |||||
| C04 | ULTIMATE | 1025.74 | −26.02 | −3.12 | 10 ϕ 16 (2011 mm2) | 500 × 300 |
| C05 | ULTIMATE | 1014.20 | −25.45 | −2.54 | 10 ϕ 16 (2011 mm2) | 500 × 300 |
| C07 | ULTIMATE | 787.32 | 17.12 | 22.89 | 10 ϕ 16 (2011 mm2) | 500 × 300 |
| C12 | ULTIMATE | 538.58 | 18.50 | −21.71 | 10 ϕ 16 (2011 mm2) | 500 × 300 |
| C20 | ULTIMATE | 1054.53 | 26.00 | −3.89 | 10 ϕ 16 (2011 mm2) | 500 × 300 |
| C22 | ULTIMATE | 1008.76 | 26.04 | −2.62 | 10 ϕ 16 (2011 mm2) | 500 × 300 |
| C23 | ULTIMATE | 1012.90 | 25.97 | −2.39 | 10 ϕ 16 (2011 mm2) | 500 × 300 |