Eurocode 2: Design of concrete structures
Part 2: Concrete bridges - Design and detailing rules
Section 7: Serviceability limit states (SLS)
Eurocode 2 part 2 gives a basis for the design of bridges and parts of bridges in plain, reinforced and prestressed concrete made with normal and light weight aggregates.
For this part, we have:
- 35 NDPs with 5 National Annexes: United Kingdom - BS, Denmark - DK, France - NF, Switzerland - SN, Sweden - SS.
The applications to be used are the same as those for Eurocode 2 part 1-1.
The NDPs are accessible directly via the main menu above. You can also explore them by section through the table of contents below.
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7 Serviceability limit states (SLS)
Nationally Determined Parameters (NDPs)
- 7.2 (2) Concrete compressive stress limitation at SLS: the value of k1
- 7.2 (3) Consideration of non-linear creep: the value of k2
- 7.2 (5) Tensile stress limitation in the reinforcement at SLS to avoid unacceptable cracking or deformation: the values of k3, k4 and k5
- 7.3.1 (5) Limiting value wmax for the calculated crack width
- 7.3.2 (4) No required minimum reinforcement in prestressed members: the limiting tensile stress in the concrete σct,p
- 7.3.4 (3) Maximum crack spacing in the calculation of crack width: the values of k3 and k4
- 7.4.2 (2) Limit span/depth ratio for omitting the deflection calculations: the structural system factor K