Load case | Structural element | Steel type | Perm. equiv. stress [MPa] | Maximum equivalent stress [MPa] | Perm. normal stress [MPa] | Maximum normal stress [MPa] | Perm. shear stress [MPa] | Maximum shear stress [MPa] |
1 | Longeron in guide case | D36 | 286 | 72.74 | 180 | 39.96 | 90 | 32.88 |
2 | Eyes for lock supports | D36 | 286 | 72.82 | 180 | 39.24 | 90 | 32.49 |
3 | Webs of the lateral deck girders at 1500 mm from CL | A | 213 | 345.73 in operating 36.3 in parking | 150 | 343.55 in operating 20.3 in parking | 75 | 175.62 in operating 16.3 in parking |
4 | Webs of the lateral deck girders at 1500 mm from CL | A | 213 | 197.04 in operating 36.3 in parking | 150 | 198.45 in operating 20.3 in parking | 75 | 92.64 in operating 16.3 in parking |
5 | The web of the deck transverse at Frame 42 | A | 213 | 292.08 in operating 75.3 in parking | 150 | 184.4 in operating 45.3 in parking | 75 | 139 in operating 32.3 in parking |
6 | Webs of the lateral deck girders at 1500mm from CL between Fr. 56 and Fr. 57 | A | 213 | 190.73 | 150 | 133.58 | 75 | 109.28 |
7 | The web of the deck transverse at Frame 57 near the lateral deck girder at 1500 mm from CL | A | 213 | 280.36 for punctual force 205.11 for distributed force | 150 | 127.55 for punctual force 90.71 for distributed force | 75 | 148.73 for punctual force 105.23 for distributed force |