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• Status: Withdrawn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



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



EN 1992-1-1:2004 (E)
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 Pre
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