Structural Element (mm) | Provided Flexural Reinforcement | Provided Shear Reinforcement | Comments of Re-Assessment |
Slab (150) | Y12-250 B/S and T/S |
| Reinf. prov ok. |
Beams (250 × 400) | 2Y16 B/S and T/S | Y10@300 | Y10@300 not ok |
Columns (250 × 250) | 4Y16 |
| Reinf. prov ok. |