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EN 1090-2:2018+A1:2024

(Main)

Execution of steel structures and aluminium structures - Part 2: Technical requirements for steel structures

Execution of steel structures and aluminium structures - Part 2: Technical requirements for steel structures

This European Standard specifies requirements for execution of structural steelwork as structures or as manufactured components, produced from:
-   hot rolled, structural steel products up to and including grade S700;
-   cold formed components and sheeting up to and including grade S700 (unless coming within the scope of prEN 1090-4);
-   hot finished or cold formed austenitic, austenitic-ferritic and ferritic stainless steel products;
-   hot finished or cold formed structural hollow sections, including standard range and custom-made rolled products and hollow sections manufactured by welding.
For components produced from cold formed components, and cold formed structural hollow sections that are within the scope of prEN 1090-4, the requirements of prEN 1090-4 take precedence over corresponding requirements in this European Standard.
This European Standard can also be used for structural steel grades up to and including S960, provided that conditions for execution are verified against reliability criteria and any necessary additional requirements are specified.
This European Standard specifies requirements, which are mostly independent of the type and shape of the steel structure (e.g. buildings, bridges, plated or latticed components) including structures subjected to fatigue or seismic actions. Certain requirements are differentiated in terms of execution classes.
This European Standard applies to structures designed according to the relevant part of the EN 1993 series. Sheet piling, displacement piles and micropiles designed to EN 1993-5 are intended to be executed in accordance with respectively EN 12063, EN 12699 and EN 14199. This European Standard only applies to the execution of waling, bracing, and connections.
This European Standard applies to steel components in composite steel and concrete structures designed according to the relevant part of the EN 1994 series.
This European Standard can be used for structures designed according to other design rules provided that conditions for execution comply with them and any necessary additional requirements are specified.
This European Standard includes the requirements for the welding of reinforcing steels to structural steels. This European Standard does not include requirements for the use of reinforcing steels for reinforced concrete applications.

Ausführung von Stahltragwerken und Aluminiumtragwerken - Teil 2: Technische Regeln für die Ausführung von Stahltragwerken

Exécution des structures en acier et des structures en aluminium - Partie 2: Exigences techniques pour les structures en acier

La présente Norme européenne spécifie des exigences pour l'exécution des charpentes en acier considérées en tant que structures ou éléments de structure fabriqués à partir de :
-   produits en acier de construction, laminés à chaud jusqu'à la nuance S700 incluse ;
-   éléments et plaques formés à froid jusqu'à la nuance S700 incluse (à moins qu'ils ne relèvent du champ d'application de l’EN 1090-4) ;
-   produits en acier inoxydable, austénitique, austéno-ferritique et ferritique, finis à chaud ou formés à froid ;
-   profils creux de construction finis à chaud ou formés à froid, comprenant les produits normalisés, ceux laminés à la demande et ceux fabriqués par soudage.
Pour les éléments produits à partir de composants formés à froid et les profils creux de construction formés à froid qui relèvent du domaine d'application de l’EN 1090-4, les exigences de l’EN 1090-4 prévalent sur les exigences correspondantes de la présente Norme européenne.
La présente Norme européenne peut être également utilisée pour les nuances d'acier de construction jusqu'à S960 incluse, sous réserve que les conditions d'exécution soient vérifiées en regard des critères de fiabilité et que toutes les exigences supplémentaires nécessaires soient spécifiées.
La présente Norme européenne fixe des exigences qui sont, généralement, indépendantes du type et de la forme de la structure en acier (par exemple bâtiments, ponts, éléments en plaques ou en treillis), y compris pour les structures soumises à la fatigue ou à des actions sismiques. Certaines exigences sont différenciées en termes de classes d’exécution.
La présente Norme européenne s'applique aux structures calculées selon la partie appropriée de l'EN 1993. L’exécution des pieux, des palplanches et des micro-pieux calculés selon l'EN 1993-5 doit être réalisée, respectivement, par référence à l’EN 12063, à l’EN 12699 et à l’EN 14199. La présente Norme européenne n’est applicable qu’aux liernages, contreventements et assemblages.
La présente Norme européenne s'applique aux éléments en acier des structures mixtes acier-béton calculées selon la partie appropriée de !la série" EN 1994.
La présente Norme européenne peut être utilisée pour des structures calculées selon d'autres règles de calcul, sous réserve que les conditions d'exécution soient conformes à ces règles et que toutes les exigences supplémentaires nécessaires soient spécifiées.
La présente Norme européenne contient les exigences relatives au soudage d'aciers d'armature sur des aciers de construction. La présente Norme européenne n'inclut pas d’exigences quant à l’utilisation des aciers d'armature pour des applications de béton armé.

Izvedba jeklenih in aluminijastih konstrukcij - 2. del: Tehnične zahteve za izvedbo jeklenih konstrukcij

General Information

Status
Published
Publication Date
30-Apr-2024
ICS
91.080.13 - Steel structures
Technical Committee
CEN/TC 135 - Execution of steel structures
Drafting Committee
CEN/TC 135/WG 2 - Technical requirements for the execution of steel structures
Current Stage
6060 - Definitive text made available (DAV) - Publishing
Start Date
01-May-2024
Due Date
20-Feb-2024
Completion Date
01-May-2024
Ref Project
SIST EN 1090-2:2018+A1:2024 - Execution of steel structures and aluminium structures - Part 2: Technical requirements for steel structures

Relations

Merged From
EN 1090-2:2018 - Execution of steel structures and aluminium structures - Part 2: Technical requirements for steel structures
Effective Date
31-Jan-2024
Merged From
EN 1090-2:2018/FprA1 - Execution of steel structures and aluminium structures - Part 2: Technical requirements for steel structures
Effective Date
31-Jan-2024

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SLOVENSKI STANDARD
SIST EN 1090-2:2018+A1:2024
01-julij-2024
Izvedba jeklenih in aluminijastih konstrukcij - 2. del: Tehnične zahteve za izvedbo
jeklenih konstrukcij
Execution of steel structures and aluminium structures - Part 2: Technical requirements
for steel structures
Ausführung von Stahltragwerken und Aluminiumtragwerken - Teil 2: Technische Regeln
für die Ausführung von Stahltragwerken
Exécution des structures en acier et des structures en aluminium - Partie 2: Exigences
techniques pour les structures en acier
Ta slovenski standard je istoveten z: EN 1090-2:2018+A1:2024
ICS:
91.080.13 Jeklene konstrukcije Steel structures
SIST EN 1090-2:2018+A1:2024 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

---------------------- Page: 1 ----------------------
SIST EN 1090-2:2018+A1:2024

---------------------- Page: 2 ----------------------
SIST EN 1090-2:2018+A1:2024


EN 1090-2:2018+A1
EUROPEAN STANDARD

NORME EUROPÉENNE

May 2024
EUROPÄISCHE NORM
ICS 91.080.13 Supersedes EN 1090-2:2018
English Version

Execution of steel structures and aluminium structures -
Part 2: Technical requirements for steel structures
Exécution des structures en acier et des structures en Ausführung von Stahltragwerken und
aluminium - Partie 2: Exigences techniques pour les Aluminiumtragwerken - Teil 2: Technische Regeln für
structures en acier die Ausführung von Stahltragwerken
This European Standard was approved by CEN on 22 January 2018 and includes Amendment 1 approved by CEN on 19 February
2024.

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. Up-to-date lists and bibliographical references
concerning such national standards may be obtained on application to the CEN-CENELEC Management Centre or to any CEN
member.

This European Standard exists 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.





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. EN 1090-2:2018+A1:2024 E
worldwide for CEN national Members.

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SIST EN 1090-2:2018+A1:2024
EN 1090-2:2018+A1:2024 (E)
Contents Page
European foreword . 9
Introduction . 11
1 Scope . 12
2 Normative references . 12
2.1 Constituent products . 12
2.1.1 Steels. 12
2.1.2 Steel castings . 15
2.1.3 Welding consumables . 15
2.1.4 Mechanical fasteners . 16
2.1.5 High strength cables . 17
2.1.6 Structural bearings . 17
2.2 Preparation .
...

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EN 1090-4:2018(Main)
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This European Standard specifies requirements for the execution, i.e. the manufacture and the installation, of cold-formed structural steel members and sheeting and cold-formed structures for roof, ceiling, floor, wall and cladding applications.
This European Standard applies to structures designed according to the EN 1993 series.
This European Standard applies to structural members and sheeting to be designed according to EN 1993 1 3.
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This European Standard covers sheeting of structural classes I and II according to EN 1993 1 3 used in structures.
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Structural sheeting are understood here to be:
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Structural members are understood here to be:
-   members (linear profiled cross sections) that are produced by cold forming (Figure 2).
This European Standard also covers:
-   not welded built-up sections (Figure 2b and 2c);
-   cold-formed hollow sections including the welding of the longitudinal seam, not covered by EN 10219 1;
-   perforated, punctured and micro profiled sheeting and members;
NOTE 1   Welded built-up sections, are not covered, the execution provisions are given in EN 1090–2.
This European Standard also covers spacer constructions between the outer and inner or upper and lower skins for roofs, walls and ceilings made from cold-formed profiled sheeting and the connections and attachments of the afore mentioned elements as long as all are involved in load transfer.
This European Standard covers steel profiled sheeting for composite floors, e.g. during installation and in stage of pouring concrete.
Composite structural members where the interaction between dissimilar materials are an integral part of the structural behaviour such as sandwich panels and composite floors are not covered by this standard.
This European Standard does not cover the necessary analyses and detailing and execution rules for thermal insulation, moisture protection, noise control and fire protection.
This European Standard does not cover regulations of roof cladding and wall cladding, produced by traditional plumber methods or tinsmith methods.
Annex B of this standard concerns provisions which are not yet included in EN 1993 1 3. The guidelines in this annex may be wholly or partially superseded by future guidelines added to EN 1993.
This European Standard does not cover detailed requirements for water tightness or air permeability resistance and thermal aspects of sheeting.
NOTE 2   The structures covered in this standard can be for example
-   single- or multi-skin roofs, whereby the load-bearing structure (lower skin) or the actual roof covering (upper skin) or both consist of cold-formed structural members and sheeting;
-   single- or multi-skin walls whereby the load-bearing structure (inner skin), the actual cladding (outer skin) or both consist of cold-formed structural members and sheeting, or
-   trusses from cold formed members.
NOTE 3   Structures can consist of an assembly of structural members and sheeting made of steel according to EN 1090–4 and of aluminium according to EN 1090-5.

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Execution of steel structures and aluminium structures - Part 5: Technical requirements for cold-formed structural aluminium elements and cold-formed structures for roof, ceiling, floor and wall applications
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This European Standard specifies requirements for the execution i.e. the manufacture and the installation of cold-formed structural aluminium components made from profiled sheeting for roof, ceiling, floor and wall applications under predominately static loading conditions or seismic loading conditions and their documentation. It does cover products of structural class I and II according to EN 1999-1-4 used in structures.
Structural elements are understood here to mean profiled sheeting, such as trapezoidal, sinusoidal, liner trays or cassette profiles (Figure 1), that are produced by cold forming. Perforated and micro profiled sheeting are also covered by this part.
Welded sections are excluded from this part and are covered by EN 1090-3 except seal welding in low-stress areas.
This standard also covers spacer constructions between the outer and inner or upper and lower skins as well as supporting members for roofs, walls and ceilings made from cold-formed profiled sheeting and the connections and attachments of the afore mentioned elements as long as they are involved in load transfer, it also covers connections and attachments of these elements.
A combination of steel and aluminium structural elements are permitted, e.g. liner trays made of steel, stiffened by profiles made of aluminium. In this case, EN 1090-4 and this document apply.
Composite structural elements where the interaction between dissimilar materials are an integral part of the structural behaviour such as sandwich panels and composite floors are not covered by this standard.
NOTE   The structures covered in this standard can be for example
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SIST EN 1090-1:2009+A1:2012

This European Standard specifies requirements for conformity assessment of performance characteristics for structural steel and aluminium components as well as for kits placed on the market as construction products. The conformity assessment covers the manufacturing characteristics, and where appropriate the structural design characteristics.
This European Standard covers also the conformity assessment of steel components used in composite steel and concrete structures.
The components can be used directly or in construction works or as structural components in the form of kits.
This European Standard applies to series and non-series structural components including kits.
The components can be made of hot rolled or cold formed constituent products or constituent products produced with other technologies. They may be produced of sections/profiles with various shapes, flat products (plates, sheet, strip), bars, castings, forgings made of steel and aluminium materials, unprotected or protected against corrosion by coating or other surface treatment, e.g. anodising of aluminium.
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EN 1090-2:2018/FprA1(Amendment)
Execution of steel structures and aluminium structures - Part 2: Technical requirements for steel structures
SIST EN 1090-2:2018/kprA1:2024

This European Standard specifies requirements for execution of structural steelwork as structures or as manufactured components, produced from:
-   hot rolled, structural steel products up to and including grade S700;
-   cold formed components and sheeting up to and including grade S700 (unless coming within the scope of prEN 1090-4);
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This document specifies the product characteristics and performance criteria for steel components and aluminium components manufactured from steel or aluminium constituent products to be used for structural purposes in buildings and civil engineering works where their characteristic affects the mechanical resistance and stability of these construction works or parts thereof. This document only applies for components manufactured according to EN 1090-2:2018, FprEN 1090-3:2018, EN 1090-4:2018 and EN 1090-5:2017.
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-   Cables, ropes and wires,
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-   Components for suspended ceilings,
-   Fasteners glued to timber structures,
-   Fasteners for use in timber,
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-   Forgings,
-   Foundation bolts, column shoes and pile joints cast into concrete,
-   Joining devices for rail track isolation systems,
-   Non-structural fences and railings,
-   Ornamentations,
-   Piles if non-fabricated,
-   Pipelines and pipes,
-   Playground equipment,
-   Powder actuated fasteners,
-   Prefabricated steel and stainless steel wire rope systems with end connectors,
-   Prefabricated tension rod systems with end connectors,
-   Racking and shelving systems, if not integral part of the load bearing structure of the construction works,
-   Rails or sleepers for railway systems,
-   Raised floors,
-   Rebar connections,
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(1) FprEN 1993-1-8 provides rules for structural design of joints subject to predominantly static loading using all steel grades from S235 up to and including S700, unless otherwise stated in individual clauses.
NOTE   As an alternative to the design rules provided in Clause 9, the design rules given in CEN/TR 1993-1-801 "Eurocode 3: Design of steel structures - Part 1 801: Hollow section joints design according to the component method" can be used.
(2) The provisions in this document apply to steels complying with the requirements given in EN 1993 1 1 and to material thickness greater than or equal to 3 mm, unless otherwise stated in individual clauses.
1.2   Assumptions
(1) Unless specifically stated, EN 1990, EN 1991 (all parts) and the other relevant parts of EN 1993-1 (all parts) apply.
(2) The design methods given in FprEN 1993-1-8 are applicable if:
-   the execution quality is as specified in EN 1090-2,
and
-   the construction materials and products used are as specified in the relevant parts of EN 1993 (all parts), or in the relevant material and product specifications.

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Eurocode 3 - Design of steel structures - Part 1-3: Cold-formed members and sheeting
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1.1   Scope of prEN 1993-1-3
(1) This document provides rules for structural design of cold-formed steel members and sheeting.
(2) This document applies to cold-formed steel products made from coated or uncoated hot- or cold-rolled sheet or strip, which have been cold-formed by processes such as roll-forming or press braking. It also covers sheeting and members which are curved during fabrication by continuous bending or roll-forming. Sheeting which has the curvature created by crushing the inner flanges is not included. This document is also applicable to the design of profiled steel sheeting for composite steel and concrete slabs at the construction stage, see EN 1994. The execution of steel structures made of cold-formed steel members and sheeting is covered in EN 1090 4. Provisions for bolted connections are provided in EN 1090 2.
NOTE   The rules in prEN 1993 1 3 complement the rules in other parts of EN 1993 1.
(3) Methods are also given for stressed-skin design, using steel sheeting as a structural diaphragm.
(4) This document does not apply to cold-formed circular and rectangular structural hollow sections supplied to EN 10219, for which reference is made to EN 1993 1 1 and EN 1993 1 8.
(5) This document provides methods for design by calculation and for design assisted by testing. The methods for design by calculation apply only within the stated ranges of material properties and geometric proportions, for which sufficient experience and test evidence is available. These limitations do not apply to design assisted by testing.
1.2   Assumptions
(1) Unless specifically stated, EN 1990, EN 1991 (all parts) and EN 1993 1 1 apply.
(2) The design methods given in prEN 1993 1 3 are applicable if:
-   the execution quality is as specified in EN 1090 4, the execution quality of bolted connections is as specified in EN 1090 2, and
-   the construction materials and products are as specified in the relevant parts of EN 1993 (all parts), or in the relevant material and product specifications.
(2) EN 1993 is intended to be used in conjunction with:
-   the parts of EN 1992 to EN 1999 where steel structures or steel components are referred to within those documents;
-   EN, EAD and ETA standards for construction products relevant to steel structures.

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SIST EN 1993-1-5:2024

1.1   Scope of EN 1993-1-5
(1) This document provides rules for structural design of stiffened and unstiffened nominally flat plates which are subject to in-plane forces.
(2) Non-uniform stress distributions due to shear lag, in-plane load introduction and plate buckling are covered. The effects of out-of-plane loading are outside the scope of this document.
NOTE 1   The rules in this part complement the rules for class 1, 2, 3 and 4 sections, see EN 1993-1-1.
NOTE 2   For the design of slender plates which are subject to repeated direct stress and/or shear and also fatigue due to out-of-plane bending of plate elements ("breathing"), see EN 1993-2 and EN 1993-6.
NOTE 3   For the effects of out-of-plane loading and for the combination of in-plane effects and out-of-plane loading effects, see EN 1993-2 and EN 1993-1-7.
(3) Single plate elements are considered as nominally flat where the curvature radius r in the direction perpendicular to the compression satisfies, as illustrated in Figure 1.1:
r≥b^2/t   (1.1)
where
b   is the panel width;
t   is the plate thickness.
Figure 1.1 - Definition of plate curvature
1.2   Assumptions
(1) Unless specifically stated, EN 1990, the EN 1991 series and EN 1993-1-1 apply.
(2) The design methods given in EN 1993-1-5 are applicable if
-   the execution quality is as specified in EN 1090-2 and
-   the construction materials and products used are as specified in the relevant parts of the EN 1993 series or in the relevant material product specifications.

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(1) This document provides rules for the design of steel structures for the accidental situation of fire exposure. This Part of EN 1993 only identifies differences from, or supplements to, normal temperature design.
(2) This document applies to steel structures required to fulfil a loadbearing function.
(3) This document does not include rules for separating function.
(4) This document gives principles and application rules for the design of structures for specified requirements in respect of the aforementioned function and the levels of performance.
(5) This document applies to structures, or parts of structures, that are within the scope of EN 1993 1 1 and are designed accordingly.
(6) This document is intended to be used in conjunction with EN 1991-1-2, EN 1993-1-1, EN 1993 1-3, EN 1993-1-4, EN 1993-1-5, EN 1993-1-6, EN 1993-1-7, EN 1993-1-8, EN 1993-1-11, EN 1993-1-13 or EN 1993-1-14.
1.2   Assumptions
(1) Unless specifically stated, EN 1990, EN 1991(all parts) and EN 1993-1-1 apply.
(2) The design methods given in prEN 1993-1-2 are applicable if
-   the execution quality is as specified in EN 1090-2 and/or EN 1090-4, and
-   the construction materials and products used are as specified in prEN 1993-1-1:2020, Table 5.1 and Table 5.2 and in prEN 1993-1-3:2022, Table 5.1 and Table 5.2, or in the relevant material and product specifications.
(3) In addition to the general assumptions of EN 1990 the following assumptions apply:
-   the choice of the relevant design fire scenario is made by appropriate qualified and experienced personnel, or is given by the relevant national regulation;
-   any fire protection measure taken into account in the design will be adequately maintained.

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