EN 1992-1-1:2004

Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings

General rules for the structural design of buildings and civil engineering works in reinforced and prestressed concrete made with normal and lightweight aggregates, plain or lightly reinforced concrete and precast concrete for the design of reinforced concrete components with unbonded tendons.

Eurocode 2: Bemessung und Konstruktion von Stahlbeton- und Spannbetontragwerken - Teil 1-1: Allgemeine Bemessungsregeln und Regeln für den Hochbau

Eurocode 2: Calcul des structures en béton - Partie 1-1: Règles générales et règles pour les bâtiments

Evrokod 2: Projektiranje betonskih konstrukcij - 1-1. del: Splošna pravila in pravila za stavbe

1.1.2   Obseg vsebine 1-1. dela evrokoda 2
(1)P   Ta 1-1. del evrokoda 2 podaja splošne osnove za projektiranje konstrukcij iz nearmiranega, armiranega in prednapetega betona, iz običajnega in lahkega agregata, skupaj s posebnimi pravili za stavbe.
(2)P   Ta 1-1. del evrokoda 2 vsebuje naslednja poglavja:
1.   Splošno
2.   Osnove projektiranja
3.   Materiali
4.   Trajnost in krovni sloj betona
5.   Analiza konstrukcij
6.   Mejna stanja nosilnosti (MSN)
7.   Mejna stanja uporabnosti (MSU)
8.   Splošna pravila detajliranja armature in prednapetih kablov
9.   Detajliranje elementov in posebna pravila
10.   Dodatna pravila za montažne betonske elemente in konstrukcije
11.   Konstrukcije iz betona iz lahkega agregata
12.   Nearmirane in šibko armirane betonske konstrukcije
(3)P   Poglavji 1 in 2 podajata dodatne točke k določilom v EN 1990: “Osnove projektiranja konstrukcij”.
(4)P   Ta 1-1. del ne obravnava:
–   uporabe gladke armature,
–   požarne odpornosti,
–   posebnih vidikov specifičnih vrst stavb (kot so visoke stavbe),
–   posebnih vidikov specifičnih tipov gradbenih inženirskih objektov (kot so viadukti, mostovi, dolinske pregrade, tlačne posode, črpalne ploščadi ali zadrževalniki tekočin),
–   elementov konstrukcij iz grobo zrnatega in aeriranega betona in elementov iz betona iz težkega agregata ali elementov, ki vsebujejo jeklene konstrukcijske dele (glej evrokod 4 za sovprežne konstrukcije iz jekla in betona).

General Information

• Status: Withdrawn
• Publication Date: 14-Dec-2004
• Withdrawal Date: 21-Nov-2023
• ICS: 91.010.30 - Technical aspects
• ICS: 91.080.40 - Concrete structures
• Technical Committee: CEN/TC 250 - Structural Eurocodes
• Drafting Committee: CEN/TC 250/SC 2 - Eurocode 2: Design of concrete structures
• Directive: 305/2011 - Regulation (eu) No 305/2011 of the European Parliament and of the Council of 9 march 2011 laying down harmonised conditions for the marketing of construction products and repealing council directive 89/106/eec
• Directive: 89/106/EEC - Construction products
• Mandate: M/265 - Mandate to CEN for the conversion of the Eurocodes from ENV into EN concerning the structural and geotechnical design of buildings and civil engineering works
• Mandate: M/BC/CEN/89/11 - Framework mandate to CEN on Eurocode work : execution of a standardization programme on Eurocodes for the structural design of building and civil engineering works
• Ref Project: SIST EN 1992-1-1:2005 - Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings

Relations

• Replaces: ENV 1992-1-5:1994 - Eurocode 2: Design of concrete structures - Part 1-5: General rules - Structures with unbonded and external prestressing tendons
• Effective Date: 22-Dec-2008
• Replaces: ENV 1992-1-1:1991 - Eurocode 2: Design of concrete structures - Part 1: General rules and rules for buildings
• Effective Date: 22-Dec-2008
• Replaces: ENV 1992-1-6:1994 - Eurocode 2: Design of concrete structures - Part 1-6: General rules - Plain concrete structures
• Effective Date: 22-Dec-2008
• Replaces: ENV 1992-1-4:1994 - Eurocode 2: Design of concrete structures - Part 1-4: General rules - Lightweight aggregate concrete with closed structure
• Effective Date: 22-Dec-2008
• Replaces: ENV 1992-1-3:1994 - Eurocode 2: Design of concrete structures - Part 1-3: General rules - Precast concrete elements and structures
• Effective Date: 22-Dec-2008
• Replaces: ENV 1992-3:1998 - Eurocode 2: Design of concrete structures - Part 3: Concrete foundations
• Effective Date: 22-Dec-2008
• Replaced By: EN 1992-1-1:2023 - Eurocode 2 - Design of concrete structures - Part 1-1: General rules and rules for buildings, bridges and civil engineering structures
• Effective Date: 19-Jan-2023
• Amended By: EN 1992-1-1:2004/A1:2014 - Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings
• Effective Date: 03-Jul-2013
• Corrected By: EN 1992-1-1:2004/AC:2010 - Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings
• Effective Date: 08-Jun-2010
• Corrected By: EN 1992-1-1:2004/AC:2008 - Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings
• Effective Date: 22-Dec-2008

Standards Content (Sample)

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildingsEvrokod 2: Projektiranje betonskih konstrukcij - 1-1. del: Splošna pravila in pravila za stavbeEurocode 2: Calcul des structures en béton - Partie 1-1: Regles générales et regles pour les bâtimentsEurocode 2: Bemessung und Konstruktion von Stahlbeton- und Spannbetontragwerken - Teil 1-1: Allgemeine Bemessungsregeln und Regeln für den HochbauTa slovenski standard je istoveten z:EN 1992-1-1:2004SIST EN 1992-1-1:2005en91.080.40Betonske konstrukcijeConcrete structures91.010.30Technical aspectsICS:SIST ENV 1992-1-5:2004SIST ENV 1992-1-6:2004SIST ENV 1992-3:2004SIST ENV 1992-1-1:1999SIST ENV 1992-1-3:2004SIST ENV 1992-1-4:20041DGRPHãþDSLOVENSKI
STANDARDSIST EN 1992-1-1:200501-maj-2005

EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 1992-1-1December 2004ICS 91.010.30; 91.080.40Supersedes ENV 1992-1-1:1991, ENV 1992-1-3:1994,ENV 1992-1-4:1994, ENV 1992-1-5:1994, ENV 1992-1-6:1994, ENV 1992-3:1998English versionEurocode 2: Design of concrete structures - Part 1-1: Generalrules and rules for buildingsEurocode 2: Calcul des structures en béton - Partie 1-1 :Règles générales et règles pour les bâtimentsEurocode 2: Bemessung und konstruktion von Stahlbeton-und Spannbetontragwerken - Teil 1-1: AllgemeineBemessungsregeln und Regeln für den HochbauThis European Standard was approved by CEN on 16 April 2004.CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this EuropeanStandard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such nationalstandards may be obtained on application to the Central Secretariat or to any CEN member.This European Standard exists in three official versions (English, French, German). A version in any other language made by translationunder the responsibility of a CEN member into its own language and notified to the Central Secretariat has the same status as the officialversions.CEN members are the national standards bodies of Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France,Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Slovakia,Slovenia, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMITÉ EUROPÉEN DE NORMALISATIONEUROPÄISCHES KOMITEE FÜR NORMUNGManagement Centre: rue de Stassart, 36
B-1050 Brussels© 2004 CENAll rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 1992-1-1:2004: E

2 Contents List
1. General 1.1 Scope
1.1.1 Scope of Eurocode 2
1.1.2 Scope of Part 1-1 of Eurocode 2 1.2 Normative references 1.2.1 General reference standards
1.2.2 Other reference standards 1.3 Assumptions 1.4 Distinction between principles and application rules 1.5 Definitions
1.5.1 General
1.5.2 Additional terms and definitions used in this Standard
1.5.2.1
Precast structures
1.5.2.2
Plain or lightly reinforced concrete members
1.5.2.3
Unbonded and external tendons
1.5.2.4
Prestress 1.6 Symbols
2. Basis of design 2.1 Requirements
2.1.1 Basic requirements
2.1.2 Reliability management 2.1.3 Design working life, durability and quality management 2.2 Principles of limit state design 2.3 Basic variables 2.3.1 Actions and environment influences
2.3.1.1
General
2.3.1.2
Thermal effects
2.3.1.3
Differential settlements/movements
2.3.1.4
Prestress 2.3.2 Material and product properties
2.3.2.1
General
2.3.2.2
Shrinkage and creep 2.3.3 Deformations of concrete 2.3.4 Geometric data
2.3.4.1
General
2.3.4.2
Supplementary requirements for cast in place piles 2.4 Verification by the partial factor method
2.4.1 General
2.4.2 Design values
2.4.2.1
Partial factor for shrinkage action
2.4.2.2
Partial factors for prestress
2.4.2.3
Partial factor for fatigue loads
2.4.2.4
Partial factors for materials
2.4.2.5
Partial factors for materials for foundations
2.4.3 Combinations of actions
2.4.4 Verification of static equilibrium - EQU 2.5 Design assisted by testing 2.6 Supplementary requirements for foundations 2.7 Requirements for fastenings

3 3. Materials 3.1 Concrete
3.1.1 General
3.1.2 Strength
3.1.3 Elastic deformation
3.1.4 Creep and shrinkage
3.1.5 Stress-strain relation for non-linear structural analysis
3.1.6 Design compressive and tensile strengths
3.1.7 Stress-strain relations for the design of sections 3.1.8 Flexural tensile strength 3.1.9 Confined concrete 3.2 Reinforcing steel 3.2.1
General 3.2.2 Properties
3.2.3
Strength
3.2.4
Ductility characteristics
3.2.5
Welding
3.2.6
Fatigue
3.2.7 Design assumptions 3.3 Prestressing steel
3.3.1 General
3.3.2 Properties
3.3.3
Strength
3.3.4
Ductility characteristics
3.3.5
Fatigue
3.3.6 Design assumptions
3.3.7 Prestressing tendons in sheaths 3.4 Prestressing devices
3.4.1 Anchorages and couplers
3.4.1.1
General
3.4.1.2
Mechanical properties
3.4.1.2.1
Anchored tendons
3.4.1.2.2
Anchored devices and anchorage zones
3.4.2 External non-bonded tendons
3.4.2.1
General
3.4.2.2
Anchorages 4. Durability and cover to reinforcement 4.1 General 4.2 Environmental conditions 4.3 Requirements for durability 4.4 Methods of verifications
4.4.1 Concrete cover
4.4.1.1
General
4.4.1.2
Minimum cover, cmin
4.4.1.3
Allowance in design for tolerance 5. Structural analysis 5.1 General
5.1.1 General requirements
5.1.2 Special requirements for foundations
5.1.3 Load cases and combinations
5.1.4 Second order effects
4 5.2 Geometric imperfections 5.3 Idealisation of the structure
5.3.1 Structural models for overall analysis
5.3.2 Geometric data
5.3.2.1
Effective width of flanges (all limit states)
5.3.2.2
Effective span of beams and slabs in buildings 5.4 Linear elastic analysis 5.5 Linear analysis with limited redistribution 5.6 Plastic analysis
5.6.1 General
5.6.2 Plastic analysis for beams, frames and slabs
5.6.3 Rotation capacity
5.6.4 Analysis with struts and tie models 5.7 Non-linear analysis 5.8 Analysis of second order effects with axial load
5.8.1 Definitions
5.8.2 General
5.8.3 Simplified criteria for second order effects
5.8.3.1 Slenderness Criterion for isolated members
5.8.3.2
Slenderness and effective length of isolated members
5.8.3.3
Global second order effects in buildings
5.8.4 Creep
5.8.5 Methods of analysis
5.8.6 General method
5.8.7 Method based on nominal stiffness
5.8.7.1
General
5.8.7.2
Nominal stiffness
5.8.7.3
Moment magnification factor
5.8.8 Method based on nominal curvature
5.8.8.1
General
5.8.8.2
Bending moments
5.8.8.3 Curvature
5.8.9 Biaxial bending 5.9 Lateral instability of slender beams 5.10 Prestressed members and structures
5.10.1 General
5.10.2 Prestressing force during tensioning
5.10.2.1
Maximum stressing force
5.10.2.2
Limitation of concrete stress
5.10.2.3
Measurements
5.10.3 Prestress force
5.10.4 Immediate losses of prestress for pre-tensioning
5.10.5 Immediate losses of prestress for post-tensioning
5.10.5.1
Losses due to the instantaneous deformation of concrete
5.10.5.2
Losses due to friction
5.10.5.3
Losses at anchorage
5.10.6 Time dependent losses of prestress for pre- and post-tensioning
5.10.7 Consideration of prestress in analysis 5.10.8 Effects of prestressing at ultimate limit state 5.10.9 Effects of prestressing at serviceability limit state and limit state of fatigue 5.11 Analysis for some particular structural members

5 6. Ultimate limit states (ULS) 6.1 Bending with or without axial force 6.2 Shear
6.2.1
General verification procedure
6.2.2 Members not requiring design shear reinforcement
6.2.3
Members requiring design shear reinforcement
6.2.4
Shear between web and flanges of T-sections
6.2.5
Shear at the interface between concretes cast at different times 6.3
Torsion 6.3.1
General 6.3.2
Design procedure 6.3.3
Warping torsion 6.4
Punching
6.4.1
General 6.4.2
Load distribution and basic control perimeter 6.4.3
Punching shear calculation 6.4.4
Punching shear resistance of slabs and column bases without shear reinforcement 6.4.5
Punching shear resistance of slabs and column bases with shear reinforcement 6.5 Design with strut and tie models 6.5.1 General 6.5.2 Struts 6.5.3 Ties 6.5.4 Nodes 6.6 Anchorages and laps 6.7 Partially loaded areas 6.8
Fatigue 6.8.1 Verification conditions
6.8.2 Internal forces and stresses for fatigue verification 6.8.3 Combination of actions 6.8.4 Verification procedure for reinforcing and prestressing steel
6.8.5 Verification using damage equivalent stress range 6.8.6 Other verifications 6.8.7 Verification of concrete under compression or shear 7. Serviceability limit states (SLS) 7.1 General
7.2 Stress limitation
7.3 Crack control
7.3.1 General considerations
7.3.2 Minimum reinforcement areas
7.3.3 Control of cracking without direct calculation
7.3.4 Calculation of crack widths
7.4 Deflection control 7.4.1 General considerations
7.4.2 Cases where calculations may be omitted
7.4.3 Checking deflections by calculation
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
8.4.1 General
8.4.2 Ultimate bond stress
8.4.3 Basic anchorage length
8.4.4 Design anchorage length 8.5 Anchorage of links and shear reinforcement 8.6 Anchorage by welded bars 8.7 Laps and mechanical couplers
8.7.1 General 8.7.2 Laps 8.7.3 Lap length
8.7.4 Transverse reinforcement in the lap zone
8.7.4.1
Transverse reinforcement for bars in tension
8.7.4.2
Transverse reinforcement for bars permanently in compression
8.7.5 Laps for welded mesh fabrics made of ribbed wires
8.7.5.1
Laps of the main reinforcement
8.7.5.2
Laps of secondary or distribution reinforcement 8.8 Additional rules for large diameter bars 8.9 Bundled bars
8.9.1 General
8.9.2 Anchorage of bundles of bars
8.9.3 Lapping bundles of bars 8.10 Prestressing tendons 8.10.1
Arrangement of prestressing tendons and ducts
8.10.1.1
General
8.10.1.2
Pre-tensioned tendons 8.10.1.3
Post-tension ducts
8.10.2
Anchorage of pre-tensioned tendons
8.10.2.1
General
8.10.2.2
Transfer of prestress
8.10.2.3
Anchorage of tensile force for the ultimate limit state
8.10.3
Anchorage zones of post-tensioned members
8.10.4
Anchorages and couplers for prestressing tendons
8.10.5
Deviators
9. Detailing of members and particular rules 9.1 General 9.2
Beams
9.2.1 Longitudinal reinforcement
9.2.1.1 Minimum and maximum reinforcement areas 9.2.1.2
Other detailing arrangements 9.2.1.3
Curtailment of the longitudinal tension reinforcement 9.2.1.4
Anchorage of bottom reinforcement at an end support
9.2.1.5
Anchorage of bottom reinforcement at intermediate supports
9.2.2 Shear reinforcement
9.2.3 Torsion reinforcement
9.2.4 Surface reinforcement 9.2.5 Indirect supports 9.3
Solid slabs
9.3.1
Flexural reinforcement
9.3.1.1
General
9.3.1.2
Reinforcement in slabs near supports
9.3.1.3
Corner reinforcement
9.3.1.4
Reinforcement at the free edges

9.3.2
Shear reinforcement 9.4 Flat slabs
9.4.1 Slab at internal columns
9.4.2 Slab at edge columns
9.4.3 Punching shear reinforcement 9.5
Columns
9.5.1 General
9.5.2 Longitudinal reinforcement
9.5.3 Transverse reinforcement 9.6
Walls
9.6.1 General
9.6.2 Vertical reinforcement
9.6.3
Horizontal reinforcement 9.6.4 Transverse reinforcement 9.7
Deep beams 9.8 Foundations
9.8.1 Pile caps
9.8.2 Column and wall footings
9.8.2.1
General
9.8.2.2
Anchorage of bars
9.8.3 Tie beams
9.8.4 Column footing on rock 9.8.5 Bored piles 9.9
Regions with discontinuity in geometry or action 9.10
Tying systems
9.10.1
General 9.10.2
Proportioning of ties
9.10.2.1 General
9.10.2.2 Peripheral ties
9.10.2.3 Internal ties
9.10.2.4 Horizontal ties to columns and/or walls
9.10.2.5 Vertical ties
9.10.3
Continuity and anchorage of ties 10. Additional rules for precast concrete elements and structures 10.1 General
10.1.1
Special terms used in this section 10.2 Basis of design, fundamental requirements 10.3 Materials 10.3.1 Concrete
10.3.1.1
Strength
10.3.1.2
Creep and shrinkage
10.3.2 Prestressing steel
10.3.2.2 Technological properties of prestressing steel
10.5 Structural analysis
10.5.1 General
10.5.2
Losses of prestress 10.9 Particular rules for design and detailing
10.9.1
Restraining moments in slabs
10.9.2
Wall to floor connections
10.9.3
Floor systems
10.9.4
Connections and supports for precast elements

10.9.4.1
Materials
10.9.4.2
General rules for design and detailing of connections
10.9.4.3
Connections transmitting compressive forces
10.9.4.4
Connections transmitting shear forces
10.9.4.5
Connections transmitting bending moments or tensile forces 10.9.4.6
Half joints 10.9.4.7
Anchorage of reinforcement at supports
10.9.5
Bearings
10.9.5.1
General
10.9.5.2
Bearings for connected (non-isolated) members
10.9.5.3
Bearings for isolated members
10.9.6 Pocket foundations
10.9.6.1
General
10.9.6.2
Pockets with keyed surfaces 10.9.6.3
Pockets with smooth surfaces
10.9.7 Tying systems 11. Lightweight aggregated concrete structures 11.1 General 11.1.1
Scope
11.1.2
Special symbols 11.2 Basis of design 11.3 Materials 11.3.1
Concrete 11.3.2
Elastic deformation 11.3.3
Creep and shrinkage 11.3.4
Stress-strain relations for structural analysis 11.3.5
Design compressive and tensile strengths 11.3.6
Stress-strain relations for the design of sections 11.3.7
Confined concrete 11.4 Durability and cover to reinforcement 11.4.1
Environmental conditions 11.4.2
Concrete cover and properties of concrete 11.5 Structural analysis
11.5.1
Rotational capacity 11.6
Ultimate limit states 11.6.1
Members not requiring design shear reinforcement 11.6.2
Members requiring design shear reinforcement 11.6.3
Torsion 11.6.3.1
Design procedure 11.6.4
Punching 11.6.4.1 Punching shear resistance of slabs and column bases without shear reinforcement 11.6.4.2
Punching shear resistance of slabs and column bases with shear reinforcement 11.6.5
Partially loaded areas 11.6.6
Fatigue 11.7 Serviceability limit states 11.8 Detailing of reinforcement - General 11.8.1
Permissible mandrel diameters for bent bars 11.8.2
Ultimate bond stress 11.9 Detailing of members and particular rules

9 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 12.2.1
Strength
12.3 Materials
12.3.1
Concrete: additional design assumptions 12.5 Structural analysis: ultimate Limit states 12.6 Ultimate limit states
12.6.1
Design resistance to bending and axial force
12.6.2
Local Failure
12.6.3
Shear 12.6.4
Torsion 12.6.5
Ultimate limit states induced by structural deformation (buckling) 12.6.5.1
Slenderness of
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