Eurocode 2: Design of concrete structures
Part 2: Concrete bridges - Design and detailing rules
Section 4: Durability
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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4 Durability
Nationally Determined Parameters (NDPs)
- 4.4.1.2 (3) Minimum cover due to bond requirement of prestressing tendons cmin,b
- 4.4.1.2 (5) Structural classification and minimum cover due to environmental conditions cmin,dur
- 4.4.1.2 (6) Minimum cover: the additive safety element Δcdur,γ
- 4.4.1.2 (7) Minimum cover: the reduction Δcdur,st for stainless steel
- 4.4.1.2 (8) Minimum cover: the reduction Δcdur,add for concrete with additional protection
- 4.4.1.2 (13) Optional increase of cover for concrete abrasion: the values of k1, k2, k3
- 4.4.1.3 (1)P Allowance in design for deviation: the value of Δcdev
- 4.4.1.3 (3) Allowance in design for deviation for the concrete cover: the value of Δcdev under controlled conditions
- 4.4.1.3 (4) Allowance in design for deviation for the nominal cover of concrete cast against uneven surfaces: the values of k1 and k2