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