| The phase of analysis after repair | Deterministic evaluation | Probabilistic evaluation | ||||
| Mean value, MPa, for: |
| Characteristic value, MPa, for: | Failure probability Pf, % | |||
| Resistance
| Action
| Resistance
| Action
| |||
| 1 | 2 | 3 | 4 | 5 | 6 | 7 |
| Concrete of continuous girder | 35 | 17.65 | 1.98 | 23.5 | 23.5 | 2.0 |
| Concrete of two cantilever elements | 35 | 25.00 | 1.40 | 23.5 | 33.2 | 15 |
| Reinforcement at top slab | 1050 | 562 | 1.87 | 704.6 | 746.9 | 3.5 |
