Nad

Table 6

4.2.1.1.2 Materials

Type 2 deformed reinforcement, f yk

460 N/mm2

C30/37 concrete with 20 mm maximum aggregate size

4.2.1.1.3 Load cases

It is sufficient to consider the following load cases

Alternate spans loaded with 7QGk + 7QQk and 7QGk on other spans.

Any two adjacent spans carrying 7QGk + 7QQk and all other spans carrying 7QGk.

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