prEN 1994-1-1

Eurocode 4 - Design of composite steel and concrete structures - Part 1-1: General rules and rules for buildings

EN 1994-1-1 gives basic rules for the design of steel-concrete composite structures and supplementary provisions specific to buildings.
NOTE Specific rules for bridges are given in EN 1994-2.

Eurocode 4 - Bemessung und Konstruktion von Verbundtragwerken aus Stahl und Beton - Teil 1-1: Allgemeine Bemessungsregeln und Regeln für den Hochbau

Eurocode 4: Calcul des structures mixtes acier-béton - Partie 1-1: Règles générales et règles pour les bâtiments

Evrokod 4 - Projektiranje sovprežnih konstrukcij iz jekla in betona - 1-1. del: Splošna pravila in pravila za stavbe

General Information

• Status: Not Published
• Publication Date: 10-Sep-2024
• ICS: 91.010.30 - Technical aspects
• ICS: 91.080.13 - Steel structures
• ICS: 91.080.40 - Concrete structures
• Technical Committee: CEN/TC 250 - Structural Eurocodes
• Drafting Committee: CEN/TC 250/SC 4/WG 4 - Evolution of EN 1994-1-1, EN 1994-1-2 and EN 1994-2
• Current Stage: 4060 - Closure of enquiry - Enquiry
• Start Date: 04-Jul-2024
• Due Date: 19-Jul-2023
• Completion Date: 04-Jul-2024
• 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
• Mandate: M/515 - Mandate for amending existing Eurocodes and extending the scope of structural Eurocodes
• Ref Project: oSIST prEN 1994-1-1:2024 - Eurocode 4 - Design of composite steel and concrete structures - Part 1-1: General rules and rules for buildings

Relations

• Revises: EN 1994-1-1:2004 - Eurocode 4: Design of composite steel and concrete structures - Part 1-1: General rules and rules for buildings
• Effective Date: 18-Jan-2023

Standards Content (Sample)

SLOVENSKI STANDARD
01-junij-2024
Nadomešča:
SIST EN 1994-1-1:2005
Evrokod 4 - Projektiranje sovprežnih konstrukcij iz jekla in betona - 1-1. del:
Splošna pravila in pravila za stavbe
Eurocode 4 - Design of composite steel and concrete structures - Part 1-1: General rules
and rules for buildings
Eurocode 4 - Bemessung und Konstruktion von Verbundtragwerken aus Stahl und Beton
- Teil 1-1: Allgemeine Bemessungsregeln und Regeln für den Hochbau
Eurocode 4: Calcul des structures mixtes acier-béton - Partie 1-1: Règles générales et
règles pour les bâtiments
Ta slovenski standard je istoveten z: prEN 1994-1-1
ICS:
91.010.30 Tehnični vidiki Technical aspects
91.080.13 Jeklene konstrukcije Steel structures
91.080.40 Betonske konstrukcije Concrete structures
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

DRAFT
EUROPEAN STANDARD
NORME EUROPÉENNE
EUROPÄISCHE NORM
March 2024
ICS 91.010.30; 91.080.13; 91.080.40 Will supersede EN 1994-1-1:2004
English Version
Eurocode 4 - Design of composite steel and concrete
structures - Part 1-1: General rules and rules for buildings
Eurocode 4: Calcul des structures mixtes acier-béton - Eurocode 4 - Bemessung und Konstruktion von
Partie 1-1: Règles générales et règles our les bâtiments Verbundtragwerken aus Stahl und Beton - Teil 1-1:
Allgemeine Bemessungsregeln und Anwendungsregeln
für den Hochbau
This draft European Standard is submitted to CEN members for enquiry. It has been drawn up by the Technical Committee
CEN/TC 250.
If this draft becomes a European Standard, CEN members are bound to comply with the CEN/CENELEC Internal Regulations
which stipulate the conditions for giving this European Standard the status of a national standard without any alteration.

This draft European Standard was established by CEN in three official versions (English, French, German). A version in any other
language made by translation under the responsibility of a CEN member into its own language and notified to the CEN-CENELEC
Management Centre has the same status as the official versions.

CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia,
Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway,
Poland, Portugal, Republic of North Macedonia, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Türkiye and
United Kingdom.
Recipients of this draft are invited to submit, with their comments, notification of any relevant patent rights of which they are
aware and to provide supporting documentation.

Warning : This document is not a European Standard. It is distributed for review and comments. It is subject to change without
notice and shall not be referred to as a European Standard.

EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION

EUROPÄISCHES KOMITEE FÜR NORMUNG

CEN-CENELEC Management Centre: Rue de la Science 23, B-1040 Brussels
© 2024 CEN All rights of exploitation in any form and by any means reserved Ref. No. prEN 1994-1-1:2024 E
worldwide for CEN national Members.

Contents
European foreword . 9
0 Introduction . 10
1 Scope . 12
1.1 Scope of EN 1994-1-1 . 12
1.2 Assumptions . 12
2 Normative references . 12
3 Terms, definitions and symbols . 12
3.1 Terms and definitions . 12
3.2 Symbols . 17
3.2.1 Latin upper case letters . 17
3.2.2 Latin lower case letters . 23
3.2.3 Greek upper case letters . 28
3.2.4 Greek lower case letters . 29
3.3 Additional symbols used in Annex A . 32
3.3.1 Latin upper case letters . 32
3.3.2 Latin lower case letters . 32
3.3.3 Greek lower case letters . 33
3.4 Additional symbols used in Annex B . 33
3.4.1 Latin upper case letters . 33
3.4.2 Latin lower case letters . 33
3.4.3 Greek lower case letters . 33
3.5 Additional symbols used in Annexes D and E . 34
3.5.1 Latin upper case letters . 34
3.5.2 Latin lower case letters . 36
3.5.3 Greek lower case letters . 37
3.6 Additional symbols used in Annex F . 37
3.6.1 Latin upper case letters . 37
3.6.2 Latin lower case letters . 37
3.6.3 Greek upper case letters . 38
3.6.4 Greek lower case letters . 38
3.7 Additional symbols used in Annex G . 38
3.7.1 Latin upper case letters . 38
3.7.2 Latin lower case letters . 38
3.8 Additional symbols used in Annex H . 39
3.8.1 Latin upper case letters . 39
3.8.2 Latin lower case letters . 39
3.8.3 Greek lower case letters . 39
3.9 Additional symbols used in Annex I . 40
3.10 Additional symbols used in Annex J . 40
3.10.1 Latin upper case letters . 40
3.10.2 Latin lower case letters . 40
3.10.3 Greek lower case letters . 41
4 Basis of design . 41
4.1 General Rules . 41
4.1.1 Requirements . 41
4.1.2 Robustness . 41
4.1.3 Reliability . 41
4.2 Principles of limit states design . 41
4.3 Basic variables . 42
4.3.1 Actions and environmental influences . 42
4.3.2 Material and product properties . 42
4.3.3 Classification of actions . 42
4.4 Verification by the partial factor method . 42
4.4.1 Design values. 42
4.4.2 Design resistances . 43
4.4.3 Combination of actions . 43
4.4.4 Verification of static equilibrium . 43
5 Materials . 43
5.1 Concrete . 43
5.2 Reinforcing steel . 44
5.3 Structural steel . 45
5.4 Connecting devices . 45
5.4.1 Fasteners . 45
5.4.2 Shear connectors . 45
5.5 Profiled steel sheeting for composite slabs in buildings . 47
6 Durability . 48
6.1 General . 48
6.2 Profiled steel sheeting for composite slabs in buildings . 48
7 Structural analysis . 48
7.1 Structural modelling for analysis . 48
7.1.1 Structural modelling and basic assumptions . 48
7.1.2 Joint modelling . 48
7.1.3 Ground-structure interaction . 49
7.2 Structural stability . 49
7.2.1 Effects of deformed geometry of the structure . 49
7.2.2 Methods of analysis for buildings .
...