1. INTRODUCTION
1.1 SCOPE
1.2 DISTINCTION BETWEEN PRINCIPLES AND APPLICATION RULES
1.3 ASSUMPTIONS
1.4 DEFINITIONS
1.5 S.I. UNITS
1.6 SYMBOLS COMMON TO ALL EUROCODES
1.7 SPECIAL SYMBOLS USED IN THIS PART 1 OF EUROCODE 2
2. BASIS OF DESIGN
2.0 NOTATION - SECTIONS 2.1-2.4
2.1 FUNDAMENTAL REQUIREMENTS
2.2 DEFINITIONS AND CLASSIFICATIONS
2.3 DESIGN REQUIREMENTS
2.4 DURABILITY
2.5 ANALYSIS
3. MATERIAL PROPERTIES
3.1 CONCRETE
3.2 REINFORCING STEEL
3.3 PRESTRESSING STEEL
3.4 PRESTRESSING DEVICES
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
5.0 NOTATION
5.1 GENERAL
5.2 STEEL FOR REINFORCED CONCRETE
5.3 PRESTRESSING UNITS
5.4 STRUCTURAL MEMBERS
5.5 LIMITATION OF DAMAGE DUE TO ACCIDENTAL ACTIONS
6. CONSTRUCTION AND WORKMANSHIP
6.1 OBJECTIVES
6.2 TOLERANCES
6.3 CONSTRUCTION RULES
7. QUALITY CONTROL
7.1 SCOPE AND OBJECTIVES
7.2 CLASSIFICATION OF THE CONTROL MEASURES
7.3 VERIFICATION SYSTEMS
7.4 CONTROL OF THE DIFFERENT STAGES
7.5 CONTROL OF DESIGN
7.6 CONTROL OF PRODUCTION AND CONSTRUCTION
7.7 CONTROL AND MAINTENANCE OF THE COMPLETE STRUCTURE
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