oSIST prEN 1090-1:2019

Execution of steel structures and aluminium structures - Part 1: Assessment and verification of constancy of performance of steel components and aluminium components for structural use

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.
This document also gives methods for assessing the performance and specifies requirements for the assessment and verification of constancy of performance for these components.
This document covers series and non-series produced structural components including kits as well as steel parts of composite components.
This document does not cover (components for)
-   Aluminium structural composite components,
-   Amusement rides and devices which are machines or not permanently installed,
-   Anchor channels for use in concrete,
-   Balustrades unless fulfilling the function of a barrier,
-   Blind rivets,
-   Cabinets for cables and power supply installations,
-   Cables, ropes and wires,
-   Castings,
-   Circulation fixtures except sign gantry and cantilevers,
-   Components for suspended ceilings,
-   Fasteners glued to timber structures,
-   Fasteners for use in timber,
-   Fasteners and anchors for use in concrete and masonry,
-   Fastening plates and other cast into concrete fastenings,
-   Flagpoles,
-   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,
-   Reinforcing steel for concrete or masonry,
-   Roof safety products incl. roof ladders and walkways,
-   Scaffoldings,
-   Sculptures (Metal Art),
-   Self-drilling and self-tapping screws,
-   Steel and aluminium components and elements produced on site,
-   Steel and aluminium stairs, walkways and fences forming integral part of a machine, silo, tank, etc.,
-   Steel spring elements,
-   Structural components for offshore structures,
-   Structural double skin metal faced sandwich panels,
-   Temporary structures (e.g. tents, fairground and amusement park machinery and structures)
-   Traditional craft type and non-structural components (e.g. weather cocks, letter boxes, bicycle racks, fences),
-   Tuned mass damper systems,
-   Wind turbine towers.

Ausführung von Stahltragwerken und Aluminiumtragwerken - Teil 1: Bewertung und Überprüfung der Leistungsbeständigkeit für tragende Bauteile aus Stahl und Aluminium

Dieses Dokument legt die Produkteigenschaften und Leistungskriterien für Stahl- und Aluminiumbauteile fest, die aus Stahl- oder Aluminium-Ausgangsprodukte gefertigt werden und für tragende Zwecke in Gebäuden und Ingenieurbauwerken vorgesehen sind, in denen ihre Eigenschaften die mechanische Festigkeit und Standsicherheit des Bauwerke oder Teilen hiervon beeinflussen. Dieses Dokument gilt nur für Bauteile, die nach EN 1090-2:2018, FprEN 1090-3:2018, EN 1090-4:2018 und EN 1090-5:2017 gefertigt wurden.
Darüber hinaus enthält dieses Dokument Verfahren zur Bewertung der Leistung und legt Anforderungen für die Bewertung und Überprüfung der Leistungsbeständigkeit für diese Bauteile fest.
Dieses Dokument gilt für serienmäßig hergestellte und nicht serienmäßig hergestellte tragende Bauteile einschließlich Bausätze sowie Stahlbauteile von Verbundkomponenten.
Dieses Dokument gilt nicht für (Bauteile für)
-   Aluminium-Verbundbauteile,
-   Fahrgeschäfte und Vorrichtungen, die Maschinen sind oder nicht dauerhaft installiert sind,
-   Ankerschienen zur Verwendung in Beton,
-   Balustraden, sofern sie nicht die Funktion einer Absperrung erfüllen,
-   Blindnieten,
-   Schaltschränke für Kabel und Stromversorgungsanlagen,
-   Kabel, Seile und Drähte,
-   Gussteile,
-   Straßenausstattungen außer Verkehrszeichenträgern und Kragmasten,
-   Komponenten für abgehängte Decken,
-   Befestigungselemente, die an Holzbaukonstruktionen geklebt wurden,
-   Befestigungselemente zur Verwendung in Holz,
-   Befestigungselemente und Anker zur Verwendung in Beton und Mauerwerk,
-   Befestigungsplatten und andere in Beton gegossene Befestigungen,
-   Fahnenmaste,
-   Schmiedeteile,
-   in Beton gegossene Ankerschrauben, Stützenschuhe und Pfahlverbindungen
-   Verbindungselemente für die Bahngleisentkopplung,
-   nichttragende Zäune und Geländer,
-   Verzierungen,
-   Pfähle, wenn diese nicht individuell (aus Halbteugen) hergestellt werden,
-   Rohrleitungen und Rohre,
-   Spielplatzgeräte,
-   Setzbolzen,
-   vorgefertigte Drahtseilsysteme aus Stahl und nichtrostendem Stahl mit Endverbindern,
-   vorgefertigte Zugstabsysteme mit Endverbindern,
-   Regalsysteme, sofern nicht integraler Bestandteil der tragenden Struktur der baulichen Anlage,
-   Eisenbahnschienen und -schwellen,
-   Doppelböden,
-   Bewehrungsstahlanschlüsse,
-   Betonstahl für Beton oder Mauerwerk,
-   Dachsicherheitsprodukte inkl. Dachleitern und Laufstegen,
-   Gerüste,
-   Skulpturen (Metallkunst),
-   selbstbohrende und selbstschneidende Schrauben,
-   Stahl- und Aluminiumbauteile, die auf der Baustelle gefertigt werden,
-   Treppen, Laufstege und Umwehrungen aus Stahl oder Aluminium, die integraler Bestandteil einer Maschine, eines Silos, Tanks usw. sind,
-   Stahlfederelemente,
-   Bauteile von Offshore-Konstruktionen,
-   tragende Sandwich-Elemente mit beidseitigen Metalldeckschichten,
-   temporäre Bauwerke (z. B. Zelte, Festplatz- und Vergnügungsparkanlagen und -bauwerke)
-   handwerklich hergestellte, nichttragende Elemente (z. B. Wetterhähne, Briefkästen, Fahrradständer, Zäune),
-   einstellbare Schwingungsdämpfersysteme,
-   Türme von Windenergieanlagen.

Exécution des structures en acier et des structures en aluminium - Partie 1 : Évaluation et vérification de la constance des performances des éléments en acier et des éléments en aluminium à usage structural

Izvedba jeklenih in aluminijastih konstrukcij - 1. del: Ocenjevanje ter preverjanje nespremenljivosti lastnosti jeklenih in aluminijastih konstrukcijskih elementov

General Information

• Status: Not Published
• Public Enquiry End Date: 24-Jan-2019
• ICS: 91.080.13 - Steel structures
• ICS: 91.080.17 - Aluminium structures
• Technical Committee: KON - Structures
• Current Stage: 98 - Abandoned project (Adopted Project)
• Start Date: 15-Jun-2021
• Due Date: 20-Jun-2021
• Completion Date: 15-Jun-2021
• 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/120 - Mandate to CEN/CENELEC concerning the execution of standardization work for harmonized standards on structural metallic products and ancillaries
• Ref Project: prEN 1090-1 - Execution of steel structures and aluminium structures - Part 1: Assessment and verification of constancy of performance of steel components and aluminium components for structural use

RELATIONS

• Revised: SIST EN 1090-1:2009+A1:2012 - Execution of steel structures and aluminium structures - Part 1: Requirements for conformity assessment of structural components
• Effective Date: 01-Jan-2019

Standards Content (sample)

SLOVENSKI STANDARD
oSIST prEN 1090-1:2019
01-januar-2019

Izvedba jeklenih in aluminijastih konstrukcij - 1. del: Ocenjevanje ter preverjanje

nespremenljivosti lastnosti jeklenih in aluminijastih konstrukcijskih elementov
Execution of steel structures and aluminium structures - Part 1: Assessment and

verification of constancy of performance of steel components and aluminium components

for structural use
Ausführung von Stahltragwerken und Aluminiumtragwerken - Teil 1: Bewertung und

Überprüfung der Leistungsbeständigkeit für tragende Bauteile aus Stahl und Aluminium

Exécution des structures en acier et des structures en aluminium - Partie 1 : Évaluation

et vérification de la constance des performances des éléments en acier et des éléments

en aluminium à usage structural
Ta slovenski standard je istoveten z: prEN 1090-1
ICS:
91.080.13 Jeklene konstrukcije Steel structures
91.080.17 Aluminijaste konstrukcije Aluminium structures
oSIST prEN 1090-1:2019 en,fr,de

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

---------------------- Page: 1 ----------------------
oSIST prEN 1090-1:2019
---------------------- Page: 2 ----------------------
oSIST prEN 1090-1:2019
DRAFT
EUROPEAN STANDARD
prEN 1090-1
NORME EUROPÉENNE
EUROPÄISCHE NORM
November 2018
ICS 91.080.13; 91.080.17 Will supersede EN 1090-1:2009+A1:2011
English Version
Execution of steel structures and aluminium structures -
Part 1: Assessment and verification of constancy of
performance of steel components and aluminium
components for structural use
Ausführung von Stahltragwerken und
Aluminiumtragwerken - Teil 1: Bewertung und
Überprüfung der Leistungsbeständigkeit für tragende
Bauteile aus Stahl und Aluminium

This draft European Standard is submitted to CEN members for enquiry. It has been drawn up by the Technical Committee

CEN/TC 135.

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, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania,

Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland,

Turkey 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

© 2018 CEN All rights of exploitation in any form and by any means reserved Ref. No. prEN 1090-1:2018 E

worldwide for CEN national Members.
---------------------- Page: 3 ----------------------
oSIST prEN 1090-1:2019
prEN 1090-1:2018 (E)
Contents Page

European foreword ....................................................................................................................................................... 3

1 Scope .................................................................................................................................................................... 4

2 Normative references .................................................................................................................................... 5

3 Terms and definitions ................................................................................................................................... 6

4 Product characteristics ................................................................................................................................. 7

4.1 Material properties of the constituent products ................................................................................. 7

4.2 Execution class ................................................................................................................................................. 7

4.3 Dimensions, shape and tolerances ........................................................................................................... 7

4.4 Load bearing capacity .................................................................................................................................... 7

4.5 Durability of load bearing capacity .......................................................................................................... 7

4.6 Reaction to fire ................................................................................................................................................. 7

4.7 External fire performance for roof covering products ...................................................................... 7

5 Testing and assessment methods .............................................................................................................. 8

5.1 Material properties of the constituent products ................................................................................. 8

5.2 Execution class ................................................................................................................................................. 8

5.3 Dimensions, shape and tolerances ........................................................................................................... 8

5.4 Load bearing capacity .................................................................................................................................... 8

5.5 Durability of load bearing capacity .......................................................................................................... 8

5.6 Reaction to fire ................................................................................................................................................. 9

5.7 External fire performance for roof covering products ...................................................................... 9

5.7.1 Products deemed to satisfy the requirements for external fire performance .......................... 9

5.7.2 Products classified without the need for further testing (CWFT option) ................................... 9

5.7.3 Other products ................................................................................................................................................. 9

6 Assessment and verification of constancy of performance - AVCP ............................................ 10

6.1 General ............................................................................................................................................................. 10

6.2 Type testing .................................................................................................................................................... 10

6.2.1 General ............................................................................................................................................................. 10

6.2.2 Test samples, testing and compliance criteria .................................................................................. 11

6.2.3 Test reports .................................................................................................................................................... 11

6.3 Factory production control (FPC) .......................................................................................................... 12

6.3.1 General ............................................................................................................................................................. 12

6.3.2 Requirements ................................................................................................................................................ 12

6.3.3 Product specific requirements ................................................................................................................ 15

6.3.4 Initial inspection of factory and of FPC ................................................................................................ 15

6.3.5 Continuous surveillance of FPC ............................................................................................................... 16

6.3.6 Procedure for modifications .................................................................................................................... 16

Annex ZA (informative) Relationship of this European Standard with Regulation (EU)

No.305/2011 .................................................................................................................................................. 17

ZA.1 Scope and relevant characteristics ........................................................................................................ 17

ZA.2 System of Assessment and Verification of Constancy of Performance (AVCP) ...................... 18

ZA.3 Assignment of AVCP tasks ......................................................................................................................... 18

Bibliography ................................................................................................................................................................. 20

---------------------- Page: 4 ----------------------
oSIST prEN 1090-1:2019
prEN 1090-1:2018 (E)
European foreword

This document (prEN 1090-1:2018) has been prepared by Technical Committee CEN/TC 135

“Execution of steel structures and aluminium structures”, the secretariat of which is held by SN.

This document is currently submitted to the CEN Enquiry.
This document will supersede EN 1090-1:2009+A1:2011.

This document has been prepared under a mandate given to CEN by the European Commission and the

European Free Trade Association, and supports essential requirements of EU Directive(s).

For relationship with EU Directive(s), see informative Annex ZA, which is an integral part of this

document.

This harmonized European Standard has been prepared to satisfy Mandate M 120 – Structural metallic

products and ancillaries (2/4) – issued by the European Commission.
---------------------- Page: 5 ----------------------
oSIST prEN 1090-1:2019
prEN 1090-1:2018 (E)
1 Scope

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.

This document also gives methods for assessing the performance and specifies requirements for the

assessment and verification of constancy of performance for these components.

This document covers series and non-series produced structural components including kits as well as

steel parts of composite components.
This document does not cover (components for)
— Aluminium structural composite components,
— Amusement rides and devices which are machines or not permanently installed,
— Anchor channels for use in concrete,
— Balustrades unless fulfilling the function of a barrier,
— Blind rivets,
— Cabinets for cables and power supply installations,
— Cables, ropes and wires,
— Castings,
— Circulation fixtures except sign gantry and cantilevers,
— Components for suspended ceilings,
— Fasteners glued to timber structures,
— Fasteners for use in timber,
— Fasteners and anchors for use in concrete and masonry,
— Fastening plates and other cast into concrete fastenings,
— Flagpoles,
— 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,
---------------------- Page: 6 ----------------------
oSIST prEN 1090-1:2019
prEN 1090-1:2018 (E)

— 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,
— Reinforcing steel for concrete or masonry,
— Roof safety products incl. roof ladders and walkways,
— Scaffoldings,
— Sculptures (Metal Art),
— Self-drilling and self-tapping screws,
— Steel and aluminium components and elements produced on site,

— Steel and aluminium stairs, walkways and fences forming integral part of a machine, silo,

tank, etc.,
— Steel spring elements,
— Structural components for offshore structures,
— Structural double skin metal faced sandwich panels,

— Temporary structures (e.g. tents, fairground and amusement park machinery and structures)

— Traditional craft type and non-structural components (e.g. weather cocks, letter boxes,

bicycle racks, fences),
— Tuned mass damper systems,
— Wind turbine towers.
2 Normative references

The following documents are referred to in the text in such a way that some or all of their content

constitutes requirements of this document. For dated references, only the edition cited applies. For

undated references, the latest edition of the referenced document (including any amendments) applies.

EN 1090-2:2018, Execution of steel structures and aluminium structures - Part 2: Technical requirements

for steel structures

FprEN 1090-3:2018, Execution of steel structures and aluminium structures — Part 3: Technical

requirements for aluminium structures

EN 1090-4:2018, Execution of steel structures and aluminium structures — Part 4: Technical

requirements for cold-formed structural steel elements and cold-formed structures for roof, ceiling, floor

and wall applications

EN 1090-5:2017, 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
EN 1990, Eurocode — Basis of structural design
---------------------- Page: 7 ----------------------
oSIST prEN 1090-1:2019
prEN 1090-1:2018 (E)
EN 1991 (all parts), Eurocode 1: Actions on structures
EN 1993 (all parts), Eurocode 3: Design of steel structures

EN 1993-1-1:2005, Design of steel structures — Part 1-1: General rules and rules for buildings

EN 1993-1-1:2005/A1:2014, Design of steel structures — Part 1-1: General rules and rules for buildings

EN 1993-1-4:2006, Eurocode 3: Design of steel structures — Part 1-4: General rules — Supplementary

rules for stainless steels

EN 1993-1-4:2006/A1:2015, Eurocode 3: Design of steel structures — Part 1-4: General rules -

Supplementary rules for stainless steels
EN 1999 (all parts), Eurocode 9: Design of aluminium structures

EN 1999-1-1:2007, Eurocode 9: Design of aluminium structures — Part 1-1: General structural rules

EN 1999-1-1:2007/A1:2009, Eurocode 9: Design of aluminium structures — Part 1-1: General structural

rules

EN 1999-1-1:2007/A2:2013, Eurocode 9: Design of aluminium structures — Part 1-1: General structural

rules

EN 10025-2, Hot rolled products of structural steels — Part 2: Technical delivery conditions for non-alloy

structural steels

EN 13501-1:2007+A1:2009, Fire classification of construction products and building elements — Part 1:

Classification using data from reaction to fire tests

EN 13501-5, Fire classification of construction products and building elements — Part 5: Classification

using data from external fire exposure to roofs tests
CEN/TS 1187, Test methods for external fire exposure to roofs

EN ISO 1461, Hot dip galvanized coatings on fabricated iron and steel articles — Specifications and test

methods (ISO 1461)

EN ISO 12944 (all parts), Paints and varnishes — Corrosion protection of steel structures by protective

paint systems
EN ISO 2063 (all parts), Thermal spraying — Zinc, aluminium and their alloys

ISO 7976-1, Tolerances for building — Methods of measurement of buildings and building products —

Part 1: Methods and instruments

ISO 7976-2, Tolerances for building — Methods of measurement of buildings and building products —

Part 2: Position of measuring points
3 Terms and definitions
For the purposes of this document, the following terms and definitions apply.

ISO and IEC maintain terminological databases for use in standardization at the following addresses:

---------------------- Page: 8 ----------------------
oSIST prEN 1090-1:2019
prEN 1090-1:2018 (E)
— IEC Electropedia: available at http://www.electropedia.org/
— ISO Online browsing platform: available at http://www.iso.org/obp
3.1
constituent products

material and product used for manufacturing a component and which remains as part of it, e.g.

structural steel or aluminium product, stainless steel product, mechanical fastener, welding consumable

3.2
component specification

document or documents provided by manufacturer and/or purchaser giving all necessary information

and technical requirements for manufacturing the structural component
3.3
component

part of a steel or aluminium structure, which may itself be an assembly of several smaller components

4 Product characteristics
4.1 Material properties of the constituent products

The material properties are the properties of the constituent products. They are assessed according to

5.1.
4.2 Execution class

The execution class is a product characteristic linked to the manufacturing of a component. It is

assessed according to 5.2.
4.3 Dimensions, shape and tolerances

The dimensions, the shape and the essential tolerances contribute to the load bearing capacity of

components made of steel or aluminium. They are assessed according to 5.3.
4.4 Load bearing capacity

The load bearing capacity of a structural steel and a structural aluminium component is the capacity of

the component to support the loads applied to it. The load bearing capacity is assessed according to 5.4.

4.5 Durability of load bearing capacity

Durability of load bearing capacity is the ability of the component to maintain its load bearing capacity

in a corrosive environment. It is assessed according to 5.5.
4.6 Reaction to fire

The reaction to fire is the contribution that the component makes to fire growth in the event of fire. It is

assessed according to 5.6.
4.7 External fire performance for roof covering products

The external fire performance of roof covering products is the ability to withstand fire penetration, fire

spread across the external surface of the roof, fire spread within the roof assembly and production of

flaming droplets or particles. It is assessed according to 5.7.
---------------------- Page: 9 ----------------------
oSIST prEN 1090-1:2019
prEN 1090-1:2018 (E)
5 Testing and assessment methods
5.1 Material properties of the constituent products

The material properties of the constituent products shall be assessed by checking that the relevant

material properties given on the documents supplied with the constituent products comply with

material properties given in the component specification.

The inspection documents supplied with the constituent products are the ones given in

EN 1090-2:2018, 5.2, FprEN 1090-3:2018, 5.2, EN 1090-4:2018, 5.2 or EN 1090-5:2017, 5.2.

Documents supplied with constituent products may include test reports, inspection certificates or

declarations of compliance as given in EN 1090-2:2018, 12.2.1.
5.2 Execution class

The execution class shall be assessed by checking that the documented manufacturing system covers all

the requirements for the specified Execution Class according to EN 1090-2:2018, Annex A.3,

FprEN 1090-3:2018, Annex A.3, EN 1090-4:2018, 4.1.2 and EN 1090-5:2017, 4.1.2.
5.3 Dimensions, shape and tolerances

Dimensions and shape shall be measured according to ISO 7976-1 and ISO 7976-2 with the frequency

according to 12.3 of EN 1090-2:2018, 12.3 of FprEN 1090-3:2018, 12.3 of EN 1090-4:2018 and 12.3 of

EN 1090-5:2017 and shall be checked together with the essential tolerances according to Annex B of

EN 1090-2:2018, Annex F and Annex H of FprEN 1090-3:2018, Annex D.2 and D.3 of EN 1090-4:2018

and Annex D.2 and D.3 of EN 1090-5:2017 to be in line with the component specification.

5.4 Load bearing capacity

The load bearing capacity of structural components made of steel or aluminium shall be determined by

structural design according to EN 1990, EN 1991, EN 1993 and EN 1999.
5.5 Durability of load bearing capacity

Durability of the load bearing capacity of components made of steel is assessed by checking, where

appropriate, that:

a) protective coatings are in accordance with the component specification, in particular that:

1) the galvanized coating is in accordance with EN ISO 1461;
2) the painting coating is in accordance with EN ISO 12944;
3) metal thermal spray is in accordance with EN ISO 2063;
4) metallic and organic coatings are in accordance with EN 1090-4:2018, Annex E;

b) the material is stainless steel according to the component specification, see EN 1993-1-4:2006,

Annex A;
c) the material is weathering steel according to the component specification.

Durability of the load bearing capacity of components made of aluminium is assessed by checking that

the component is in accordance with the component specification, see EN 1999-1-1:2007,

EN 1999-1-1:2007/A1:2009, EN 1999-1-1:2007/A2:2013, Annex D and FprEN 1090-3:2018, Clause 10.

---------------------- Page: 10 ----------------------
oSIST prEN 1090-1:2019
prEN 1090-1:2018 (E)
5.6 Reaction to fire

Reaction to fire of components made of steel, stainless steel, galvanized steel or aluminium or anodized

aluminium is class A1 according to EN 13501-1.

In the case of organic coated components the components shall be tested and classified according to

Table 1 of EN 13501-1:2007+A1:2009.

For profiled sheeting products with a polyester coating having a maximum nominal thickness of 25 μm

2 2

and a PCS up to 1 MJ/m (included) and a mass ≤ 70 g/m are considered to satisfy the requirements

for reaction to fire performance Class A1 without further testing in accordance with the EU Decision

2010/737/EU.

For profiled sheeting products with a plastisol coating having a maximum nominal thickness of 200 μm,

2 2

a mass ≤ 300 g/m and a PCS up to 7 MJ/m (included) and are considered to satisfy the requirements

for reaction to fire performance Class C-s3,d0 without further testing in accordance with the EU

Decision 2010/737/EU.
5.7 External fire performance for roof covering products
5.7.1 Products deemed to satisfy the requirements for external fire performance

Products covered by this European Standard are considered “deemed to satisfy without the need for

testing” in relation to the requirements for external fire performance provided that they meet the

definitions given in Commission Decision 2000/553/EC, i.e. flat or profiled metal sheets of nominal

thickness ≥ 0,4 mm with any external coating which is inorganic or has a gross calorific value,

2 2
PCS ≤ 4,0 MJ/m or a mass ≤ 200 g/m .

NOTE Individual Member States may have “deemed to satisfy” lists which go beyond the list given in the

Commission Decision 2000/553/EC.
5.7.2 Products classified without the need for further testing (CWFT option)

The following products are considered to be classified in classes B , B , B and B

ROOF(t1) ROOF(t2) ROOF(t3) ROOF(t4)
without further testing in accordance with Commission Decision 2005/403/EC:

Profiled steel sheets, flat steel sheets or panels of coil coated galvanised or zinc-aluminium alloy coated

steel of metal thickness ≥ 0,40 mm with an organic external (weather side) coating and, optionally, a

reverse (internal) side organic coating. The external coating is of a liquid-applied Plastisol paint of

maximum nominal dry film thickness 0,200 mm, a PCS of not greater than 8,0 MJ/m and a maximum

dry mass of 330 g/m . The reverse side organic coating (if any) shall have a PCS of not greater than

2 2
4,0 MJ/m and a maximum dry mass of 200 g/m .
5.7.3 Other products

Products not meeting the definitions as given in 5.7.1 or 5.7.2 shall be tested in accordance with the

relevant method(s) in CEN/TS 1187 and classified in accordance with EN 13501-5.

The products to be tested shall be installed, in addition to the general provisions given in CEN/TS 1187,

in a manner representative of their intended use.
---------------------- Page: 11 ----------------------
oSIST prEN 1090-1:2019
prEN 1090-1:2018 (E)
6 Assessment and verification of constancy of performance - AVCP
6.1 General

The compliance of structural components made of steel or aluminium with the requirements of this

standard and with the performances declared by the manufacturer in the DoP shall be demonstrated

by:
— determination of the product type;
— factory production control by the manufacturer, including product assessment.

The manufacturer shall always retain the overall control and shall have the necessary means to take

responsibility for the conformity of the product with its declared performance(s).

NOTE The assignment of tasks to the notified body and the manufacturer is shown in Annex ZA, Table ZA.2.

Products bearing regulatory marking in accordance with appropriate harmonized European

specifications may be presumed to have the performances declared in the DoP, although this does not

replace the responsibility on the manufacturer of the structural components made of steel or

aluminium to ensure that the structural components made of steel or aluminium as a whole are

correctly manufactured and their component products have the declared performance values.

6.2 Type testing
6.2.1 General

All performances related to characteristics included in this standard shall be determined when the

manufacturer intends to declare the respective performances unless the standard gives provisions for

declaring them without performing tests. (e.g. use of previously existing data, CWFT and conventionally

accepted performance).

Assessment previously performed in accordance with the provisions of this standard, may be taken into

account provided that they were made to the same or a more rigorous test method, under the same

AVCP system on the same product or products of similar design, construction and functionality, such

that the results are applicable to the product in question.

For the purposes of assessment, the manufacturer's products may be grouped into families, where it is

considered that the results for one or more characteristics from any one product within the family are

representative for that same characteristics for all products within that same family

NOTE 1 Products may be grouped in different families for different characteristics.

NOTE 2 Reference to the assessment method standards should be made to allow the selection of a suitable

representative sample.

In addition, the determination of the product type shall be performed for all characteristics included in

the standard for which the manufacturer declares the performance:

— at the beginning of the production of a new or modified structural component made of steel or

aluminium (unless a member of the same product range), or

— at the beginning of a new or modified method of production (where this may affect the stated

properties); or

— they shall be repeated for the appropriate characteristic(s), whenever a change occurs in the

structural components made of steel or aluminium design, in the constituent products or in the

---------------------- Page: 12 ----------------------
oSIST prEN 1090-1:2019
prEN 1090-1:2018 (E)

supplier of the components, or in the method of production (subject to the definition of a family),

which would affect significantly one or more of the characteristics.

Where components are used whose characteristics have already been determined, by the component

manufacturer, on the basis of assessment methods of other product standards, these characteristics

need not be re-assessed. The specifications of these components shall be documented.

6.2.2 Test samples, testing and compliance criteria

The number of samples of the structural components made of steel or aluminium to be tested/assessed

shall be in accordance with Table 1.
Table 1 — Number of samples to be tested
Product characteristics
Assessment No. of
method samples
Material
properties of
4.1 5.1 1
the constituent
products
Execution
4.2 5.2 1
class
Dimensions,
shape and 4.3 5.3 1
tolerances
Load bearing
4.4 5.4 1
capacity
Durability of
load bearing 4.5 5.5 1
capacity
Reaction to
4.6 5.6 1
fire
External fire
performance
for roof 4.7 5.7 1
covering
products
6.2.3 Test
...