| Projected area | 4.00 m² |
| Concrete volume | 1.46 m³ |
| X-bars: 13 – Ø12 | @ 150 c/c |
| Y-bars: 13 – Ø12 | @ 150 c/c |
| Total steel | 45.0 kg |
| Bearing pressure | 200 kN/m² ⚠ |
| Min cover (bottom) | 75 mm (in contact with earth) |
| Min cover (sides) | 50 mm |
| Min concrete grade | M20 (M25 for severe exposure) |
| Critical section for bending | At column face (Cl. 34.2.3) |
| Critical section for one-way shear | d from column face (Cl. 34.2.4) |
| Critical section for punching shear | d/2 from column face (Cl. 31.6) |