I.S. ENV 1992-2:1996
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
EUROCODE 2: DESIGN OF CONCRETE STRUCTURES - PART 2: CONCRETE BRIDGES
Hardcopy , PDF
25-11-2005
English
01-01-1996
For Harmonized Standards, check the EU site to confirm that the Standard is cited in the Official Journal.
Only cited Standards give presumption of conformance to New Approach Directives/Regulations.
Dates of withdrawal of national standards are available from NSAI.
Foreword
1 Introduction
1.1 Scope
1.2 Distinction between principles and application
rules
1.4 Definitions
1.6 Symbols common to all Eurocodes
1.7 Special symbols used in this Part 2 of Eurocode 2
2 Basis of design
2.2 Definitions and classifications
2.3 Design requirements
2.5 Analysis
3 Material properties
3.2 Reinforcing steel
4 Section and member design
4.1 Durability requirements
4.2 Design data
4.3 Ultimate limit states
4.4 Serviceability limit states
5 Detailing provisions
5.1 General
5.3 Prestressing units
5.4 Structural members
5.5 Limitation of damage due to accidental actions
6 Construction and workmanship
7 Quality control
Normative appendices
APPENDIX 1: Additional provisions for the determination
of the effects of time-dependent deformation
of concrete
APPENDIX 2: Non-linear analysis
APPENDIX 3: Supplementary information on the ultimate
limit states induced by structural deformations
APPENDIX 4: Checking deflections by calculation
APPENDIX 105: Prestressing with unbonded and external
tendons
APPENDIX 106: Damage equivalent stresses for fatigue
verification
Informative appendix
APPENDIX 107: Cable stayed bridges
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