Table 7 Bending moment at B0.2 point of cantilever local model.

From: Research on calculation of transverse bending moment of deck of box girder with long-span and long cantilever

Calculation method

Cantilever plate bending moment at B0.2 M /( kN·m/m)

Vehicle load

Dead load and Vehicle load

Plate element

With anti-collision wall

−88.828

−184.828

Without anti-collision wall

−104.737

−200.737

Shell element

With anti-collision wall

−87.938

−183.938

Without anti-collision wall

−103.56

−199.56

Sawko formula

−93.51

−189.51

Baider Bahkt formula

−86.81

−182.81