Applied Loads and Stability of Steel and Steel-Concrete Composite Bridges - Finite Element Analysis and Design of Steel and Steel-Concrete Composite Bridges - page 138

Table 3.8 Set of Equivalent Motortrucks Specified in EC1 [ 3.1 ]
Vehicle Type Traffic Type

1 2 3 4 5 6 7

Long Distance Medium Distance Local Traffic

Axle spacing
(m)

Equivalent axle
loads (kN)

Motortruck
percentage

Motortruck
percentage

Motortruck
percentage Motortrucks Wheel type

4.5 70 20.0 40.0 80.0 A

130 B

4.2 70 5.0 10.0 5.0 A

1.3 120 B

120 B

3.2 70 50.0 30.0 5.0 A

5.3 150 B

1.3 90 C

1.3 90 C

90 C

3.4 70 15.0 15.0 5.0 A

6.0 140 B

1.8 90 B

90 B

4.8 70 10.0 5.0 5.0 A

3.6 130 B

4.4 90 C

1.3 80 C

80 C