NBN EN 1992-1-1 : 2005 AMD 1 2015

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

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