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 (1)P Simplified load arrangements for structural analysis
- 5.2 (5) Basic value of the geometric imperfections θ0
- 5.5 (4) Moment redistribution without explicit check on the rotation capacity: the values of k1, k2, k3, k4, k5 and k6
- 5.6.3 (4) Basic value of allowable rotation θpl,d in plastic analysis
- 5.8.3.1 (1) Simplified criterion for second order effects of isolated members: the slenderness λlim
- 5.8.3.3 (1) Simplified criterion for global second order effects in buildings: the value of k1
- 5.8.3.3 (2) Simplified criterion for global second order effects in buildings: the value of k2
- 5.8.5 (1) Choice of methods of second order analysis
- 5.8.6 (3) General method of second order analysis: the value of γCE
- 5.10.1 (6) Choice of methods to avoid the brittle failure of prestressed members
- 5.10.2.1 (1)P Maximum stressing force during tensioning: the values of k1 and k2
- 5.10.2.1 (2) Overstressing force during tensioning: the value of k3
- 5.10.2.2 (4) Limitation of concrete stress during tensioning in steps: the values of k4 and k5
- 5.10.2.2 (5) Increase of concrete compressive stress at time of transfer of prestress by pre-tensioning: the value of k6
- 5.10.3 (2) Initial prestress force applied to the concrete: the values of k7 and k8
- 5.10.8 (2) Increase of the stress from the effective prestress to the stress in the ULS Δσp,ULS
- 5.10.8 (3) Effects of prestressing at ULS: the values of γΔP,sup and γΔP,inf
- 5.10.9 (1)P Effects of prestressing at SLS and limit state of fatigue: the values of rsup and rinf