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NA to BS EN 1992-2:2005:2007 Edition

NA to BS EN 1992-2:2005:2007 Edition

$102.76

UK National Annex to Eurocode 2. Design of concrete structures – Concrete bridges. Design and detailing rules

Published By Publication Date Number of Pages
BSI 2007 20
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This National Annex gives:

  1. the UK decisions for the Nationally Determined Parameters described in the following subclauses of BS EN 1992-2:2005:
    • 3.1.2 (102)P
    • 3.1.6 (101)P
    • 3.1.6 (102)P
    • 3.2.4 (101)P
    • 4.2 (105)
    • 4.2 (106)
    • 4.4.1.2 (109)
    • 5.1.3 (101)P
    • 5.2 (105)
    • 5.3.2.2 (104)
    • 5.5 (104)
    • 5.7 (105)
    • 6.1 (109)
    • 6.1 (110)
    • 6.2.2 (101)
    • 6.2.3 (103)
    • 6.2.3 (107)
    • 6.2.3 (109)
    • 6.8.1 (102)
    • 6.8.7 (101)
    • 7.2 (102)
    • 7.3.1 (105)
    • 7.3.3 (101)
    • 7.3.4 (101)
    • 8.9.1 (101)
    • 8.10.4 (105)
    • 8.10.4 (107)
    • 9.1 (103)
    • 9.2.2 (101)
    • 9.5.3 (101)
    • 9.7 (102)
    • 9.8.1 (103)
    • 11.9
    • 113.2 (102)
    • 113.3.2 (103)
  2. the UK decisions on the status of BS EN 1992-2:2005 informative annexes; and
  3. references to non-contradictory complementary information.

PDF Catalog

PDF Pages PDF Title
3 Contents
NA.1 Scope 1
NA.2 Nationally determined parameters 2
NA.3 Decisions on the status of informative annexes 12
NA.4 References to non-contradictory complementary information 14
Bibliography 15
List of tables
Table NA.1 – UK decisions for nationally determined parameters in BS EN 1992-2:2005 3
Table NA.2 – Recommended values of wmax and relevant combination rules 11
5 National Annex (informative) to BS EN 1992-2:2005, Eurocode 2: Design of concrete structures – Part 2: Concrete bridges – Design and detailing rules
Introduction
NA.1 Scope
a) the UK decisions for the Nationally Determined Parameters described in the following subclauses of BS EN 1992-2:2005:
6 b) the UK decisions on the status of BS EN 1992-2:2005 informative annexes; and
c) references to non-contradictory complementary information.
NA.2 Nationally determined parameters
NA.2.1 General
8 Table NA.1 UK decisions for nationally determined parameters in BS EN 1992-2:2005 (continued)
9 Table NA.1 UK decisions for nationally determined parameters in BS EN 1992-2:2005 (continued)
10 Table NA.1 UK decisions for nationally determined parameters in BS EN 1992-2:2005 (continued)
11 Table NA.1 UK decisions for nationally determined parameters in BS EN 1992-2:2005 (continued)
12 Table NA.1 UK decisions for nationally determined parameters in BS EN 1992-2:2005 (continued)
a) footbridges, with the exception of structural components very sensitive to wind action;
b) buried arch and frame structures with a minimum earth cover of 1,00 m and 1,50 m respectively for road and railway bridges;
c) foundations;
d) piers and columns which are not rigidly connected to superstructures;
e) retaining walls of embankments for roads and railways;
f) abutments of road and railway bridges which are not rigidly connected to superstructures, except the slabs of hollow abutments;
g) prestressing and reinforcing steel, in regions where, under the frequent combination of actions and Pk only compressive stresses occur at the extreme concrete fibres.
a) the slab does not contain welded reinforcement, or reinforcement couplers;
b) the clear span to overall depth ratio of the slab does not exceed 18;
c) the slab acts compositely with its supporting beams or webs;
d) either:
13 Table NA.1 UK decisions for nationally determined parameters in BS EN 1992-2:2005 (continued)
14 Table NA.1 UK decisions for nationally determined parameters in BS EN 1992-2:2005 (continued)
15 NA.2.2 Recommended values of wmax, definition of decompression and its application
Table NA.2 Recommended values of wmax and relevant combination rules
16 NA.3 Decisions on the status of informative annexes
18 NA.4 References to non-contradictory complementary information
19 Bibliography

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