I.S. ENV 1992-1-1:1992

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

Applies to the design of buildings and civil engineering works in plain, reinforced and pre-stressed concrete.