| No | The phases | Forces on cross-section | Stresses [MPa] | ||
| Elastic stage | Post-elastic stage at bottom slab (cracked zone) | ||||
| Top | Bottom | ||||
| 0 | 1 | 2 | 3 | 4 | 5 |
| 1 | Rehabilitated phase for cantilever beam | Pr = 61.7 MN | −14.10 | +6.70 | −15.15 |
| 2 | Rehabilitated phase for continuous structure | P0 = 30.0 MN Mg = 21.6 MNm Vg = 12.0 MN H = 26.7 MN | −3.37 | −2.50 | −17.65 |
| 3 | Final phase before collapse | P0 = 0 Mg = 1800 MNm Vg = 34.0 MN | − | − | −25.00 |