Eurocode 2: Design of concrete structures
Part 2: Concrete bridges - Design and detailing rules
Section 8: Detailing of reinforcement
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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8 Detailing of reinforcement
Nationally Determined Parameters (NDPs)
- 8.2 (2) Clear distance between individual parallel bars of reinforcement: the values of k1 and k2
- 8.3 (2) Minimum mandrel diameter for bent bars of reinforcement Φm,min
- 8.6 (2) Anchorage capacity of one welded transverse bar Fbtd
- 8.8 (1) Additional rules for large diameter bars: the limiting bar size Φlarge