Eurocode 2: Design of concrete structures
Part 2: Concrete bridges - Design and detailing rules
Section 3: Materials
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.
There is no item in the sections with disabled link.
3 Materials
Nationally Determined Parameters (NDPs)
- 3.1.2 (2)P Maximum value of concrete strength classes Cmax
- 3.1.2 (4) Design concrete strength after 28 days: the value of kt
- 3.1.6 (1)P Design compressive strength of concrete: the coefficient αcc
- 3.1.6 (2)P Design tensile strength of concrete: the value of αct
- 3.2.2 (3)P Yield strength range of reinforcing steel for the validity of design and detailing rules
- 3.2.7 (2) Design assumptions for reinforcement steel: the strain limit εud
- 3.3.4 (5) Adequate ductility in tension of prestressing steel: the value of k
- 3.3.6 (7) Design assumptions for prestressing tendons: the strain limit εud