Eurocode 2: Design of concrete structures
Part 2: Concrete bridges - Design and detailing rules
Section 5: Structural analysis
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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5 Structural analysis
Nationally Determined Parameters (NDPs)
- 5.1.3 (101)P Simplified load arrangements for structural analysis
- 5.2 (105) Basic value of the geometric imperfections θ0
- 5.3.2.2 (104) Reduction of the design support moment: the value of t
- 5.5 (104) Moment redistribution without explicit check on the rotation capacity: the values of k1, k2, k3, k4 and k5
- 5.7 (105) Details of acceptable methods for non-linear analysis and safetyformat