1. General
1.1 Scope
1.2 Normative references
1.3 Assumptions
1.4 Distinction between principles and application
rules
1.5 Definitions
1.6 Symbols
2. Basis of design
2.1 Requirements
2.2 Principles of limit state design
2.3 Basic variables
2.4 Verification by the partial factor method
2.5 Design assisted by testing
2.6 Supplementary requirements for foundations
2.7 Requirements for fastenings
3. Materials
3.1 Concrete
3.2 Reinforcing steel
3.3 Prestressing steel
3.4 Prestressing devices
4. Durability and cover to reinforcement
4.1 General
4.2 Environmental conditions
4.3 Requirements for durability
4.4 Methods of verifications
5. Structural analysis
5.1 General
5.2 Geometric imperfections
5.3 Idealisation of the structure
5.4 Linear elastic analysis
5.5 Linear analysis with limited redistribution
5.6 Plastic analysis
5.7 Non-linear analysis
5.8 Analysis of second order effects with axial
load
5.9 Lateral instability of slender beams
5.10 Prestressed members and structures
5.11 Analysis for some particular structural
members
6. Ultimate limit states (ULS)
6.1 Bending with or without axial force
6.2 Shear
6.3 Torsion
6.4 Punching
6.5 Design with strut and tie models
6.6 Anchorages and laps
6.7 Partially loaded areas
6.8 Fatigue
7. Serviceability limit states (SLS)
7.1 General
7.2 Stress limitation
7.3 Crack control
7.4 Deflection control
8 Detailing of reinforcement and prestressing
tendons - General
8.1 General
8.2 Spacing of bars
8.3 Permissible mandrel diameters for bent bars
8.4 Anchorage of longitudinal reinforcement
8.5 Anchorage of links and shear reinforcement
8.6 Anchorage by welded bars
8.7 Laps and mechanical couplers
8.8 Additional rules for large diameter bars
8.9 Bundled bars
8.10 Prestressing tendons
9. Detailing of members and particular rules
9.1 General
9.2 Beams
9.3 Solid slabs
9.4 Flat slabs
9.5 Columns
9.6 Walls
9.7 Deep beams
9.8 Foundations
9.9 Regions with discontinuity in geometry or
action
9.10 Tying systems
10. Additional rules for precast concrete elements and
structures
10.1 General
10.2 Basis of design, fundamental requirements
10.3 Materials
10.5 Structural analysis
10.9 Particular rules for design and detailing
11. Lightweight aggregated concrete structures
11.1 General
11.2 Basis of design
11.3 Materials
11.4 Durability and cover to reinforcement
11.5 Structural analysis
11.6 Ultimate limit states
11.7 Serviceability limit states
11.8 Detailing of reinforcement - General
11.9 Detailing of members and particular rules
11.10 Additional rules for precast concrete elements
and structures
11.12 Plain and lightly reinforced concrete structures
12. Plain and lightly reinforced concrete structures
12.1 General
12.2 Basis of design
12.3 Materials
12.5 Structural analysis: ultimate Limit states
12.6 Ultimate limit states
12.7 Serviceability limit states
12.9 Detailing of members and particular rules
Annexes
A (Informative) - Modification of partial factors for
materials
B (Informative) - Creep and shrinkage strain
C (Normative) - Reinforcement properties
D (Informative) - Detailed calculation method for
prestressing steel relaxation losses
E (Informative) - Indicative Strength Classes for durability
F (Informative) - Reinforcement expressions for in-plane
stress conditions
G (Informative) - Soil structure interaction
H (Informative) - Global second order effects in structures
I (Informative) - Analysis of flat slabs and shear walls
J (Informative) - Examples of regions with discontinuity
in geometry or action