EN 1090-2:2008

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Ausführung von Stahltragwerken und Aluminiumtragwerken - Teil 2:Technische Anforderungen an Tragwerke aus StahlExécution des structures en acier et des structures en aluminium – Partie 2: Exigences techniques pour les structures en acierExecution of steel structures and aluminium structures – Part 2: Technical requirements for steel structures91.080.10Kovinske konstrukcijeMetal structuresICS:Ta slovenski standard je istoveten z:EN 1090-2:2008SIST EN 1090-2:2008en,fr,de01-december-2008SIST EN 1090-2:2008SLOVENSKI
STANDARDSIST ENV 1090-4:2001SIST ENV 1090-5:2001SIST ENV 1090-6:2001SIST ENV 1090-1:1999SIST ENV 1090-2:2001SIST ENV 1090-3:20011DGRPHãþD

EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 1090-2July 2008ICS 91.080.10Supersedes ENV 1090-1:1996, ENV 1090-2:1998, ENV1090-3:1997, ENV 1090-4:1997, ENV 1090-5:1998, ENV1090-6:2000
English VersionExecution of steel structures and aluminium structures - Part 2:Technical requirements for steel structuresExécution des structures en acier et des structures enaluminium - Partie 2: Exigences techniques pour lesstructures en acierAusführung von Stahltragwerken und Aluminiumtragwerken- Teil 2:Technische Anforderungen an Tragwerke aus StahlThis European Standard was approved by CEN on 11 April 2008.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 CEN 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 translationunder the responsibility of a CEN member into its own language and notified to the CEN Management Centre has the same status as theofficial versions.CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Cyprus, Czech Republic, Denmark, Estonia, Finland,France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal,Romania, 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© 2008 CENAll rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 1090-2:2008: ESIST EN 1090-2:2008

Additional information, list of options and requirements related to the execution classes.100 A.1 List of required additional information.100 A.2 List of options.103 A.3 Requirements related to the execution classes.107 Annex B (informative)
Guidance for the determination of execution classes.111 B.1 Introduction.111 B.2 Governing factors for choice of execution class.111 B.2.1 Consequence classes.111 SIST EN 1090-2:2008

Check-list for the content of a quality plan.114 C.1 Introduction.114 C.2 Content.114 C.2.1 Management.114 C.2.2 Specification review.114 C.2.3 Documentation.114 C.2.4 Inspection and testing procedures.115 Annex D (normative)
Geometrical tolerances.116 D.1 Essential tolerances.116 D.1.1 Essential manufacturing tolerances – Welded profiles.117 D.1.2 Essential manufacturing tolerances – Press braked cold formed profiles.118 D.1.3 Essential manufacturing tolerances – Flanges of welded profiles.119 D.1.4 Essential manufacturing tolerances – Flanges of welded box sections.120 D.1.5 Essential manufacturing tolerances – Web stiffeners of profiles or box sections.121 D.1.6 Essential manufacturing tolerances – Stiffened plating.123 D.1.7 Essential manufacturing tolerances – Cold formed profiled sheets.124 D.1.8 Essential manufacturing tolerances – Fastener holes, notches and cut edges.125 D.1.9 Essential manufacturing tolerances – Cylindrical and conical shells.126 D.1.10 Essential manufacturing tolerances – Lattice components.127 D.1.11 Essential erection tolerances – Single storey columns.128 D.1.12 Essential erection tolerances – Multi-storey columns.129 D.1.13 Essential erection tolerances – Full contact end bearing.131 D.1.14 Essential erection tolerances – Towers and masts.131 D.1.15 Essential erection tolerances – Beams subject to bending and components subject to compression.132 D.2 Functional tolerances.133 D.2.1 Functional manufacturing tolerances – Welded profiles.134 D.2.2 Functional manufacturing tolerances – Press braked cold formed profiles.135 D.2.3 Functional manufacturing tolerances – Flanges of welded profiles.137 D.2.4 Functional manufacturing tolerances – Welded box sections.138 D.2.5 Functional manufacturing tolerances – Webs of welded profiles or box sections.139 D.2.6 Functional manufacturing tolerances – Web stiffeners of welded profiles or box sections.140 D.2.7 Functional manufacturing tolerances – Components.141 D.2.8 Functional manufacturing tolerances – Fastener holes, notches and cut edges.142 D.2.9 Functional manufacturing tolerances – Column splices and baseplates.143 D.2.10 Functional manufacturing tolerances – Lattice components.144 D.2.11 Functional manufacturing tolerances – Stiffened plating.145 D.2.12 Functional manufacturing tolerances – Towers and masts.147 D.2.13 Functional manufacturing tolerances – Cold formed profiled sheets.148 D.2.14 Functional manufacturing tolerances – Bridge decks.148 D.2.15 Functional erection tolerances – Bridges.150 D.2.16 Functional erection tolerances – Bridge decks (sheet 1/3).151 D.2.17 Functional erection tolerances – Bridge decks(sheet 2/3).152 D.2.18 Functional erection tolerances – Bridges decks (sheet 3/3).153 D.2.19 Functional manufacturing and erection tolerances – Crane beams and rails.154 D.2.20 Functional tolerances – Concrete foundations and supports.155 D.2.21 Functional erection tolerances – Crane runways.157 D.2.22 Functional erection tolerances – Positions of columns.158 D.2.23 Functional erection tolerances – Single storey columns.159 D.2.24 Functional erection tolerances – Multi-storey columns.160 D.2.25 Functional erection tolerances – Buildings.161 D.2.26 Functional erection tolerances – Beams in buildings.162 D.2.27 Functional erection tolerances - Roof sheeting designed as a stressed-skin.163 D.2.28 Functional erection tolerances - Profiled steel sheeting.163 Annex E (informative)
Welded joints in hollow sections.164 E.1 General.164 SIST EN 1090-2:2008

Corrosion protection.172 F.1 General.172 F.1.1 Field of application.172 F.1.2 Performance specification.172 F.1.3 Prescriptive requirements.172 F.1.4 Work method.173 F.2 Surface preparation of carbon steels
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