FprEN 1994-1-1
(Main)Eurocode 4 - Design of composite steel and concrete structures - Part 1-1: General rules and rules for buildings
Eurocode 4 - Design of composite steel and concrete structures - Part 1-1: General rules and rules for buildings
1.1 Scope of EN 1994-1-1
(1) EN 1994-1-1 gives general rules for the design of steel and concrete composite structures and supplementary provisions specific for buildings.
NOTE Specific rules for bridges are given in EN 1994-2.
1.2 Assumptions
(1) The assumptions of EN 1990 apply to EN 1994-1-1.
(2) In addition to the general assumptions of EN 1990, the assumptions given in EN 1992–1–1, EN 1992-1-2, and EN 1993-1-1 apply to this document.
(3) EN 1994-1-1 is intended to be used in conjunction with EN 1990, EN 1991 (all parts), EN 1992-1-1, EN 1993 (all parts), EN 1997 (all parts), EN 1998 (all parts when steel and concrete composite structures are built in seismic regions), EN 1090-1, EN 1090-2, EN 1090-4, EN 13670 and ENs for construction products relevant to steel and concrete composite structures.
Eurocode 4 - Bemessung und Konstruktion von Verbundtragwerken aus Stahl und Beton - Teil 1-1: Allgemeine Bemessungsregeln und Regeln für den Hochbau
1.1 Anwendungsbereich von EN 1994-1-1
(1) EN 1994-1-1 enthält allgemeine Regeln für die Bemessung und Konstruktion von Verbundtragwerken aus Stahl und Beton und ergänzende spezifische Bestimmungen für Hochbauten.
ANMERKUNG Spezifische Regeln für Brücken sind in EN 1994-2 angegeben.
1.2 Voraussetzungen
(1) Die in EN 1990 angegebenen Voraussetzungen gelten für die Anwendung von EN 1994-1-1.
(2) Zusätzlich zu den allgemeinen Voraussetzungen nach EN 1990 gelten für dieses Dokument die Voraussetzungen nach EN 1992-1-1, EN 1992-1-2 und EN 1993-1-1.
(3) EN 1994-1-1 ist für die Anwendung in Zusammenhang mit EN 1990, EN 1991 (alle Teile), EN 1992-1-1, EN 1993 (alle Teile), EN 1997 (alle Teile), EN 1998 (alle Teile bei Ausführung von Verbundtragwerken aus Stahl und Beton in Erdbebenregionen), EN 1090-1, EN 1090-2, EN 1090-4, EN 13670 und mit den für Verbundtragwerke aus Stahl und Beton maßgebenden Europäischen Normen zu Bauprodukten vorgesehen.
Eurocode 4 - Calcul des structures mixtes acier-béton - Partie 1-1 : Règles générales et règles pour les bâtiments
1.1 Domaine d'application de l'EN 1994-1-1
(1) L'EN 1994-1-1 donne des règles générales pour le calcul des structures mixtes acier-béton et des dispositions complémentaires spécifiques aux bâtiments.
NOTE Des règles particulières concernant les ponts sont données dans l'EN 1994-2.
1.2 Hypothèses
(1) Les hypothèses énoncées dans l'EN 1990 s'appliquent à l'EN 1994-1-1.
(2) Outre les hypothèses générales de l'EN 1990, les hypothèses données en l'EN 1992-1-1,
l'EN 1992-1 2 et l'EN 1993-1-1 s'appliquent au présent document.
(3) L'EN 1994-1-1 est destinée à être utilisée conjointement avec l'EN 1990, l'EN 1991 (toutes parties), l'EN 1992-1-1, l'EN 1993 (toutes parties), l'EN 1997 (toutes parties), l'EN 1998 (toutes parties lorsque des structures mixtes acier-béton sont construites dans des régions sismiques), l'EN 1090-1, l'EN 1090 2, l'EN 1090 4, l'EN 13670 ainsi qu'avec les normes EN relatives aux structures mixtes acier-béton.
Evrokod 4 - Projektiranje sovprežnih konstrukcij iz jekla in betona - 1-1. del: Splošna pravila in pravila za stavbe
General Information
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Standards Content (Sample)
SLOVENSKI STANDARD
oSIST prEN 1994-1-1:2024
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
oSIST prEN 1994-1-1:2024 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.
oSIST prEN 1994-1-1:2024
oSIST prEN 1994-1-1:2024
DRAFT
EUROPEAN STANDARD
prEN 1994-1-1
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.
oSIST prEN 1994-1-1:2024
prEN 1994-1-1:2024 (E)
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
oSIST prEN 1994-1-1:2024
prEN 1994-1-1:2024 (E)
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 .
...
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