BS EN 1090-5:2017 BSI Standards Publication Execution of steel structures and aluminium structures Part 5: Technical requirements for coldformed structural aluminium elements and cold-formed structures for roof, ceiling, floor and wall applications BS EN 1090-5:2017 BRITISH STANDARD National foreword This British Standard is the UK implementation of EN 1090-5:2017 The UK participation in its preparation was entrusted to Technical Committee B/525/9, Structural use of aluminium A list of organizations represented on this committee can be obtained on request to its secretary This publication does not purport to include all the necessary provisions of a contract Users are responsible for its correct application © The British Standards Institution 2017 Published by BSI Standards Limited 2017 ISBN 978 580 87844 ICS 91.080.13; 91.080.17 Compliance with a British Standard cannot confer immunity from legal obligations This British Standard was published under the authority of the Standards Policy and Strategy Committee on 31 March 2017 Amendments/corrigenda issued since publication Date Text affected BS EN 1090-5:2017 EN 1090-5 EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM March 2017 ICS 91.080.13; 91.080.17 English Version 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 Exécution des structures en acier et des structures en aluminium - Partie : Exigences techniques pour éléments en aluminium formés froid et structures formées froid pour applications en toiture, plafond, paroi verticale et plancher Ausführung von Stahltragwerken und Aluminiumtragwerken - Teil 5: Technische Anforderungen an tragende, kaltgeformte Bauelemente aus Aluminium und tragende, kaltgeformte Bauteile für Dach-, Decken-, Boden- und Wandanwendungen This European Standard was approved by CEN on February 2017 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, 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 EUROPEAN COMMITTEE FOR STANDARDIZATION COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG CEN-CENELEC Management Centre: Avenue Marnix 17, B-1000 Brussels © 2017 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members Ref No EN 1090-5:2017 E BS EN 1090-5:2017 EN 1090-5:2017 (E) Contents Page European foreword Scope Normative references 3.1 3.2 Terms, definitions, symbols and abbreviations Terms, definitions Symbols and abbreviations 11 4.1 4.1.1 4.1.2 4.1.3 4.1.4 4.2 4.2.1 4.2.2 4.2.3 4.3 4.4 Specifications and documentation 12 Execution Specification 12 General 12 Execution classes 13 Layout drawings 13 Geometrical tolerances 14 Installer’s documentation 14 General 14 Quality documentation 14 Safety of the erection works 15 Detailed traceability documentation 15 Execution documentation 15 5.1 5.2 5.3 5.4 5.5 5.5.1 5.5.2 5.6 5.7 5.7.1 5.7.2 5.7.3 5.8 5.9 5.10 5.10.1 5.10.2 5.10.3 5.11 5.12 5.13 5.14 Constituent products 15 General 15 Identification, inspection documents and traceability 15 Materials 16 Thickness tolerances 17 Minimum nominal sheet thicknesses 17 Profiled sheets 17 Linear structural elements 17 Geometrical tolerances 17 Mechanical fasteners 17 General 17 Materials 18 Verification of suitability 18 Accessories 18 Surface protection 18 External fire performance for roofing elements 18 Products deemed to satisfy the requirements for external fire performance 18 Products classified without the need for further testing (CWFT option) 19 Other products 19 Reaction to fire 19 Resistance to fire 19 Release of dangerous substances 19 Lightning protection 19 6.1 6.2 6.3 Manufacturing 19 General 19 Identification 19 Cold forming 19 C.vT.Bg.Jy.Lj.Tai lieu Luan vT.Bg.Jy.Lj van Luan an.vT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.Lj Do an.Tai lieu Luan van Luan an Do an.Tai lieu Luan van Luan an Do an BS EN 1090-5:2017 EN 1090-5:2017 (E) 6.4 6.5 Cutting 20 Punching 20 Welding at the construction site 20 8.1 8.2 8.3 8.4 8.4.1 8.4.2 Mechanical Fastening 20 General 20 Use of self-tapping and self-drilling screws 21 Use of blind rivets 22 Attachment of cold formed structural elements to the supporting member 22 Types of connections and attachments 22 Attachment of profiled sheets to the supporting member transverse to the direction of span 22 Attachment of profiled sheets to the supporting member parallel to the direction of span 24 Supporting member made of metal 24 Supporting member made of timber or other wood-based materials 24 Supporting member made of concrete or masonry 25 Connecting profiled sheets 25 Edge and field spacings of fasteners for structural elements 26 General 26 Edge spacings of webs of trapezoidal sheeting and liner tray profiles 26 8.4.3 8.4.4 8.4.5 8.4.6 8.5 8.6 8.6.1 8.6.2 9.1 9.2 9.3 9.4 9.5 9.6 9.7 9.8 9.9 9.10 9.11 9.12 9.13 9.14 9.15 9.16 9.17 9.18 Erection 26 General 26 Site conditions 26 Training / instruction of installation personnel 27 Inspection of preceding works 27 Layout drawing 27 Tools required 27 Safety on site 27 Inspection of packaging and contents 28 Storage 28 Damaged structural elements and connecting devices 28 Unloading, lifting gear / slings / straps 28 Laying 28 Direction of lay of structural aluminium components 29 Maintaining the cover width / adherence to tolerances 29 Condition after installation (swarf from drilling, fouling of surface, protective film wrap) 29 Inspection after installation 29 Diaphragms and moment-resisting connections in the envelope 29 Protection against lightning 30 10 10.1 10.2 Surface protection 30 Corrosion protection 30 Cleaning and maintenance 30 11 11.1 11.2 11.3 11.3.1 11.3.2 11.3.3 11.4 Geometrical tolerances 31 General 31 Tolerance types 31 Essential tolerances 32 General 32 Manufacturing tolerances 32 Erection tolerances 32 Functional tolerances 32 Stt.010.Mssv.BKD002ac.email.ninhd.vT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.Lj.dtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn.Stt.010.Mssv.BKD002ac.email.ninhddtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn C.vT.Bg.Jy.Lj.Tai lieu Luan vT.Bg.Jy.Lj van Luan an.vT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.Lj Do an.Tai lieu Luan van Luan an Do an.Tai lieu Luan van Luan an Do an BS EN 1090-5:2017 EN 1090-5:2017 (E) 11.4.1 General 32 11.4.2 Tabulated values 32 12 12.1 12.2 12.2.1 12.2.2 12.3 12.3.1 12.3.2 12.4 12.5 12.5.1 12.5.2 Inspection, testing and correction 32 General 32 Structural elements 33 General 33 Non-conforming products 33 Manufacturing: geometrical dimensions of manufactured structural elements 33 General 33 Profiled sheets 33 Welding at the construction site 34 Inspection of fastening 34 Self-tapping and self-drilling screws 34 Blind rivets 34 Annex A (normative) Basic requirements for profiled sheeting 35 A.1 General 35 A.2 Supporting members 35 A.3 Edges of laying area 35 A.3.1 Longitudinal edge stiffeners 35 A.3.2 Weakening of the cross section 36 A.3.3 Avoidance of ice damming 36 A.4 Building physics requirements 37 A.4.1 General 37 A.4.2 Water permeability 37 A.4.3 Thermal insulation 37 A.4.4 Avoidance of condensation 37 A.4.4.1 General 37 A.4.4.2 Measures against convection 37 A.4.5 Airborne sound insulation 38 A.4.6 Sound absorption 38 A.4.7 Protection against lightning 38 A.5 Roof drainage 38 Annex B (normative) Additional design requirements for profiled sheeting 40 B.1 General 40 B.2 Serviceability 40 B.3 Dimensions, widths of supports 40 B.3.1 General 40 B.3.2 Supporting members made of metal (steel / aluminium) 41 B.3.3 Supporting members made of timber 41 B.3.4 Supports made of concrete or masonry 41 Stt.010.Mssv.BKD002ac.email.ninhd.vT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.Lj.dtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn.Stt.010.Mssv.BKD002ac.email.ninhddtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn C.vT.Bg.Jy.Lj.Tai lieu Luan vT.Bg.Jy.Lj van Luan an.vT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.Lj Do an.Tai lieu Luan van Luan an Do an.Tai lieu Luan van Luan an Do an BS EN 1090-5:2017 EN 1090-5:2017 (E) B.3.5 Shear forces / fixed points 43 B.4 Eccentric attachments 43 B.5 Stiffening of liner trays 44 B.6 Walkability 45 B.6.1 Walkability during installation 45 B.6.2 Walkability and access after installation 45 B.6.3 Test “Walkability” 45 B.7 Rotational restraint 47 B.8 Stressed skin design (diaphragms) 47 B.9 Cantilevers 47 B.10 Openings in laying areas 48 Annex C (informative) Documentation 51 Annex D (normative) Geometrical tolerances 52 D.1 General 52 D.2 Essential and functional manufacturing tolerances – Cold formed profiled sheets 52 Annex E (normative) Galvanic corrosion 55 Annex F (normative) Additional information 56 F.1 List of required additional information 56 F.2 List of additional information if not otherwise specified 56 Bibliography 58 Stt.010.Mssv.BKD002ac.email.ninhd.vT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.Lj.dtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn.Stt.010.Mssv.BKD002ac.email.ninhddtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn C.vT.Bg.Jy.Lj.Tai lieu Luan vT.Bg.Jy.Lj van Luan an.vT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.Lj Do an.Tai lieu Luan van Luan an Do an.Tai lieu Luan van Luan an Do an BS EN 1090-5:2017 EN 1090-5:2017 (E) European foreword This document (EN 1090-5:2017) 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 European Standard shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by September 2017, and conflicting national standards shall be withdrawn at the latest by September 2017 Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights CEN shall not be held responsible for identifying any or all such patent rights This document is part of the EN 1090 series, which comprises the following parts: — EN 1090-1, Execution of steel structures and aluminium structures - Part 1: Assessment and verification of constancy of performance for structural components — EN 1090-2, Execution of steel structures and aluminium structures - Part 2: Technical requirements for steel structures — EN 1090-3, Execution of steel structures and aluminium structures - Part 3: Technical requirements for aluminium structures — EN 1090-4, 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, 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 According to the CEN-CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: 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 the United Kingdom Stt.010.Mssv.BKD002ac.email.ninhd.vT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.Lj.dtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn.Stt.010.Mssv.BKD002ac.email.ninhddtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn C.vT.Bg.Jy.Lj.Tai lieu Luan vT.Bg.Jy.Lj van Luan an.vT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.Lj Do an.Tai lieu Luan van Luan an Do an.Tai lieu Luan van Luan an Do an BS EN 1090-5:2017 EN 1090-5:2017 (E) Scope 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 lowstress 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 — single- or multi-skin roofs, whereby the load-bearing structure (lower skin) as well as the actual roof covering (upper skin) or both consist of structural elements; — single- or multi-skin walls whereby the load-bearing structure (inner skin) as well as the actual cladding (outer skin) or both consist of structural elements; or — suspended ceilings for interior fitting Stt.010.Mssv.BKD002ac.email.ninhd.vT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.Lj.dtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn.Stt.010.Mssv.BKD002ac.email.ninhddtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn C.vT.Bg.Jy.Lj.Tai lieu Luan vT.Bg.Jy.Lj van Luan an.vT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.Lj Do an.Tai lieu Luan van Luan an Do an.Tai lieu Luan van Luan an Do an BS EN 1090-5:2017 EN 1090-5:2017 (E) Figure — Examples of profiled sheets Normative references The following documents, in whole or in part, are normatively referenced in this document and are indispensable for its application For dated references, only the edition cited applies For undated references, the latest edition of the referenced document (including any amendments) applies EN 508-2, Roofing products from metal sheet — Specification for self-supporting products of steel, aluminium or stainless steel sheet — Part 2: Aluminium EN 1090-1, Execution of steel structures and aluminium structures — Part 1: Requirements for conformity assessment of structural elements EN 1090-3, Execution of steel structures and aluminium structures — Part 3: Technical requirements for aluminium structures CEN/TS 1187, Test methods for external fire exposure to roofs EN 1995-1 (all parts), Eurocode 5: Design of timber structures — Part 1-1: General — Common rules and rules for buildings EN 1999-1-1, Eurocode 9: Design of aluminium structures — Part 1-1: General structural rules EN 1999-1-4, Eurocode — Design of aluminium structures — Part 1-4: Cold-formed structural sheeting EN 10204, Metallic products — Types of inspection documents Stt.010.Mssv.BKD002ac.email.ninhd.vT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.Lj.dtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn.Stt.010.Mssv.BKD002ac.email.ninhddtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn C.vT.Bg.Jy.Lj.Tai lieu Luan vT.Bg.Jy.Lj van Luan an.vT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.Lj Do an.Tai lieu Luan van Luan an Do an.Tai lieu Luan van Luan an Do an BS EN 1090-5:2017 EN 1090-5:2017 (E) the static requirements The inner supporting skin shall be statically verified or, where appropriate, constructively framed Dimensions in millimetres Figure B.4 — Openings from 150 mm to 300 mm diameter or side length in the outer skin of a multi-skin roof Framing profiles shall be installed in such a manner that the existing profile geometry of the trapezoidal sheets and liner trays is not altered, even at the fixing points on the sub-construction Ensure that the corrosion protection is sufficient Stt.010.Mssv.BKD002ac.email.ninhd.vT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.Lj.dtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn.Stt.010.Mssv.BKD002ac.email.ninhddtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn 50 C.vT.Bg.Jy.Lj.Tai lieu Luan vT.Bg.Jy.Lj van Luan an.vT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.Lj Do an.Tai lieu Luan van Luan an Do an.Tai lieu Luan van Luan an Do an BS EN 1090-5:2017 EN 1090-5:2017 (E) Annex C (informative) Documentation The construction records should document the state and progress of the construction works as well as all noteworthy incidents in the construction of the building The construction records form an important part of the building files after completion of the works By agreement, the construction site management is obliged to keep daily construction records It is recommended to fill out the construction records daily by the operatives and signed by the construction manager The construction records should include, if not otherwise specified: a) building project, interfaces between involved parties, start of work, deadlines; b) if carried out in stages, also deadlines of stages; c) building site manager and possible change of building site manager; d) documentation of inspection of packaging and contents see 9.6; e) date, weather; f) number of craftsmen; g) times of start and finish of the works / shifts; h) interruptions and delays to the works and their cause; i) j) machines and materials used; meetings, with names / start and finish / signatures of participants; k) topics covered at meetings as keywords with reference to minutes taken; l) installation of elements that will no longer be accessible later and their acceptance; m) actual or supposed defects and damage; n) changes during the construction phases, the initiator and the reason for them; o) receipt of drawings, amendments and corrections, and their approval; p) exceptional incidents (such as heavy rain, storms or accidents) Stt.010.Mssv.BKD002ac.email.ninhd.vT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.Lj.dtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn.Stt.010.Mssv.BKD002ac.email.ninhddtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn 51 C.vT.Bg.Jy.Lj.Tai lieu Luan vT.Bg.Jy.Lj van Luan an.vT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.Lj Do an.Tai lieu Luan van Luan an Do an.Tai lieu Luan van Luan an Do an BS EN 1090-5:2017 EN 1090-5:2017 (E) Annex D (normative) Geometrical tolerances D.1 General Permitted deviations for essential and functional tolerances are given in D.2 Essential and functional manufacturing tolerances – Cold formed profiled sheets, if not otherwise specified: D.2 Essential and functional manufacturing tolerances – Cold formed profiled sheets Table D.1 — Essential and functional manufacturing tolerances – Cold formed profiled sheets No Criterion Depth of profile: Parameter h Permitted deviation Δ Essential Functional h ≤ 50 mm ± 1,0 mm 50 mm < h ≤ 100 mm ± 1,5 m m h > 100 mm ± 2,0 mm - Stt.010.Mssv.BKD002ac.email.ninhd.vT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.Lj.dtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn.Stt.010.Mssv.BKD002ac.email.ninhddtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn 52 C.vT.Bg.Jy.Lj.Tai lieu Luan vT.Bg.Jy.Lj van Luan an.vT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.Lj Do an.Tai lieu Luan van Luan an Do an.Tai lieu Luan van Luan an Do an BS EN 1090-5:2017 EN 1090-5:2017 (E) No Criterion Parameter Permitted deviation Δ Essential Depth of grooves / bends: Width of the top and bottom flanges: hr vs +1 mm b +2 mm / −1 mm −1 mm Functional - h ≤ 50 mm ± 5,0 mm h > 50 mm ± 0,1 × h ≤ 15 m m - - Cover width: w Variation in cover width: w3 (w1 + w2)/2 - tolerance ≤ w3 ≤ (w1 + w2)/2 + tolerance Bend radius: r +2 mm, mm - Stt.010.Mssv.BKD002ac.email.ninhd.vT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.Lj.dtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn.Stt.010.Mssv.BKD002ac.email.ninhddtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn 53 C.vT.Bg.Jy.Lj.Tai lieu Luan vT.Bg.Jy.Lj van Luan an.vT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.Lj Do an.Tai lieu Luan van Luan an Do an.Tai lieu Luan van Luan an Do an BS EN 1090-5:2017 EN 1090-5:2017 (E) No 10 Criterion Deviation from straightness: Squareness Panel length: Edge waviness of the side lap: 11 Hole diameter Parameter δ S Permitted deviation Δ Essential Functional 2,0 mm / m of sheet length, not more than 10 mm - l L ≤ 000 mm +10 mm /5 mm L > 000 mm +20 mm /-5 mm W D ≤ ± 2,0 mm over a length of 500 mm dn dn ≤ ∅ mm ± 0,2 mm dn > ∅ mm + 0,2 mm / −0,4 mm In case of additional coating after profiling the measurement shall be done without additional coating Stt.010.Mssv.BKD002ac.email.ninhd.vT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.Lj.dtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn.Stt.010.Mssv.BKD002ac.email.ninhddtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn 54 S ≤ 0,005 × w - C.vT.Bg.Jy.Lj.Tai lieu Luan vT.Bg.Jy.Lj van Luan an.vT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.Lj Do an.Tai lieu Luan van Luan an Do an.Tai lieu Luan van Luan an Do an BS EN 1090-5:2017 EN 1090-5:2017 (E) Annex E (normative) Galvanic corrosion Coated structural elements can be installed together with other metals Consideration shall be given to material compatibility when installing structural elements, connections and fasteners made from different metals Areas of contact shall be separated permanently by means of additional coatings or barrier layers if there is a possibility of corrosion because of contact between structural elements, connections and fasteners made from different metals Materials for fasteners shall always be the same or more noble than the material of the structural element that is fastened Table E.1 contains a compilation of the reliable material combinations with structural aluminium components If uncoated aluminium components make direct contact with components of other materials then there is no risk of contact corrosion in the following cases: — with untreated or with compatible e.g timber components treated with oily wood protection agent; — with coated concrete or reinforced concrete components In all other cases, insulating intermediate layers shall be arranged as protective measures e.g plastic films for steel or timber sub-constructions or intermediate layers containing bitumen for concrete or reinforced concrete sub-constructions The measures may be omitted if the aluminium components are coated Table E.1 — Permissible material combinations Material combination with aluminium Zinc Lead + permitted City / Industry Maritim + + + + Non-protected steel Copper Rural area + Stainless steel - - not permitted Environment - + + - + - Stt.010.Mssv.BKD002ac.email.ninhd.vT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.Lj.dtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn.Stt.010.Mssv.BKD002ac.email.ninhddtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn 55 C.vT.Bg.Jy.Lj.Tai lieu Luan vT.Bg.Jy.Lj van Luan an.vT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.Lj Do an.Tai lieu Luan van Luan an Do an.Tai lieu Luan van Luan an Do an BS EN 1090-5:2017 EN 1090-5:2017 (E) Annex F (normative) Additional information F.1List of required additional information This clause lists in Table F.1 the additional information that is required in the text of this European Standard as appropriate to fully define the requirements for execution of the work to be in accordance with this European Standard (i.e where the wording “shall be specified” is used) Table F.1 — Additional information Clause Additional information required - Constituent products 5.3 Aluminium alloy and temper, coating system; full designation, 5.5.1 Minimum nominal sheet thickness 5.4 5.7.1 Type of thickness tolerance – Fastening Mechanical fastener type with designation of the relevant European Standard or EAD 8.6.1 Distances from the edge and field spacings 8.6.2 Eccentric attachments 10 – Surface protection 10.1 If insulation kits are to be used to avoid galvanic corrosion, full details of their use 12.3 The location and frequency of measurements B.9 Access load on the free end of a cantilever 12 – Inspection, testing and correction B - Basic requirements for profiled sheeting F.2List of additional information if not otherwise specified This clause lists in Table F.2 requirements that shall be followed if not otherwise specified (i.e where the wording “if not otherwise specified” is used) Stt.010.Mssv.BKD002ac.email.ninhd.vT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.Lj.dtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn.Stt.010.Mssv.BKD002ac.email.ninhddtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn 56 C.vT.Bg.Jy.Lj.Tai lieu Luan vT.Bg.Jy.Lj van Luan an.vT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.Lj Do an.Tai lieu Luan van Luan an Do an.Tai lieu Luan van Luan an Do an BS EN 1090-5:2017 EN 1090-5:2017 (E) Table F.2 — Additional information, if not otherwise specified Clause Additional information required - Constituent products 5.5.1 5.8 Minimum nominal sheet thickness Accessories - Manufacturing 6.1 Visibility of cracks 8.4.2 Attachment of profiled sheets to the supporting member transverse to the direction of span A.1 General B.1 General – Fastening A - Basic requirements for profiled sheeting B - Additional design requirements for profiled sheeting B.2 Serviceability - Deflections of the profiled sheets C - Documentation D – Geometrical tolerances Stt.010.Mssv.BKD002ac.email.ninhd.vT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.Lj.dtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn.Stt.010.Mssv.BKD002ac.email.ninhddtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn 57 C.vT.Bg.Jy.Lj.Tai lieu Luan vT.Bg.Jy.Lj van Luan an.vT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.Lj Do an.Tai lieu Luan van Luan an Do an.Tai lieu Luan van Luan an Do an BS EN 1090-5:2017 EN 1090-5:2017 (E) Bibliography [1] [2] [3] [4] [5] [6] European Recommendations for the Application of Metal Sheeting acting as a Diaphragm (1995) ECCS SCHARDT R., STREHL C Theoretische Grundlagen für die Bestimmung der Schubsteifigkeit von Trapez-blechscheiben – Vergleich mit anderen Berechnungsansätzen und Versuchsergebnissen Stahlbau 1978, 45 pp 97–108 SCHARDT R., STREHL C Stand der Theorie zur Bemessung von Trapezblechscheiben Stahlbau 1980, 49 pp 325–334 Strehl, C.: Bestimmung der Schubsteifigkeit von Trapezblechen mit TabellenKalkulationsprogrammen Stahlbau 74 (2005), S 708-716 und S 950 BAEHRE R., WOLFRAM R Zur Schubfeldberechnung von Trapezprofilen Stahlbau 1986, 55 pp 175–179 BAEHRE R Zur Schubfeldwirkung und -bemessung von Kassettenkonstruktionen Stahlbau 1987, 56 pp 197–202 [7] Bryan E./Davies M.: Stressed Skin Design [9] DUERR M., SAAL H Influence of profile distortion on the shear flexibility of profiled steel sheeting diaphragms“, Seventeenth International Speciality Conference on Cold-Formed Steel Structures, Orlando, Florida, U.S.A, November 4-5, 2004 [8] [10] [11] [12] [13] Kathage, K, Lindner, J., Misiek, Th., Schilling, S.: A proposal to adjust the design approach for the diaphragm action of shear panels according to Schardt and Strehl in line with European regulation, Steel Construction (2013), Nr 2, S 107 – 116 EN 1396, Aluminium and aluminium alloys — Coil coated sheet and strip for general applications — Specifications EN 1990, Eurocode — Basis of structural design EN 1991-1-1, Eurocode 1: Actions on structures — Part 1-1: General actions — Densities, selfweight, imposed loads for buildings EN 1991-1-2, Eurocode 1: Actions on structures — Part 1-2: General actions — Actions on structures exposed to fire [14] EN 1991-1-3, Eurocode — Actions on structures — Part 1-3: General actions — Snow loads [16] EN 1991-1-5, Eurocode 1: Actions on structures — Part 1-5: General actions — Thermal actions [15] [17] EN 1991-1-4, Eurocode 1: Actions on structures — Part 1-4: General actions — Wind actions EN 1991-1-6, Eurocode — Actions on structures — Part 1-6: General actions — Actions during execution Stt.010.Mssv.BKD002ac.email.ninhd.vT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.Lj.dtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn.Stt.010.Mssv.BKD002ac.email.ninhddtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn 58 C.vT.Bg.Jy.Lj.Tai lieu Luan vT.Bg.Jy.Lj van Luan an.vT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.Lj Do an.Tai lieu Luan van Luan an Do an.Tai lieu Luan van Luan an Do an BS EN 1090-5:2017 EN 1090-5:2017 (E) [18] [19] [20] [21] [22] EN 1991-1-7, Eurocode — Actions on structures — Part 1-7: General actions — Accidental actions EN 1992 (all parts), Eurocode 2: Design of concrete structures EN 1993-1-3, Eurocode — Design of steel structures — Part 1-3: General rules — Supplementary rules for cold-formed members and sheeting EN 1993-1-4, Eurocode — Design of steel structures — Part 1-4: General rules — Supplementary rules for stainless steels EN 1993-1-5, Eurocode — Design of steel structures — Part 1-5: Plated structural elements [23] EN 1996 (all parts), Eurocode 6: Design of masonry structures [25] EN ISO 2081, Metallic and other inorganic coatings — Electroplated coatings of zinc with supplementary treatments on iron or steel (ISO 2081) [24] EN 1998-1, Eurocode 8: Design of structures for earthquake resistance — Part 1: General rules, seismic actions and rules for buildings [26] EN ISO 2409, Paints and varnishes — Cross-cut test (ISO 2409) [28] EN ISO 3506-1, Mechanical properties of corrosion-resistant stainless steel fasteners — Part 1: Bolts, screws and studs (ISO 3506-1) [27] [29] [30] [31] [32] [33] [34] [35] [36] [37] EN ISO 2808, Paints and varnishes — Determination of film thickness (ISO 2808) EN ISO 3506-2, Mechanical properties of corrosion-resistant stainless steel fasteners — Part 2: Nuts (ISO 3506-2) EN ISO 3506-3, Mechanical properties of corrosion-resistant stainless steel fasteners — Part 3: Set screws and similar fasteners not under tensile stress (ISO 3506-3) EN ISO 3506-4, Mechanical properties of corrosion-resistant stainless steel fasteners — Part 4: Tapping screws (ISO 3506-4) EN ISO 4042, Fasteners — Electroplated coatings (ISO 4042) EN ISO 6270-1, Paints and varnishes - Determination of resistance to humidity — Part 1: Continuous condensation (ISO 6270-1) EN ISO 9227, Corrosion tests in artificial atmospheres — Salt spray tests (ISO 9227) EN 10143, Continuously hot-dip coated steel sheet and strip — Tolerances on dimensions and shape EN 10152, Electrolytically zinc coated cold rolled steel flat products for cold forming — Technical delivery conditions EN 10162, Cold rolled steel sections — Technical delivery conditions — Dimensional and crosssectional tolerances Stt.010.Mssv.BKD002ac.email.ninhd.vT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.Lj.dtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn.Stt.010.Mssv.BKD002ac.email.ninhddtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn 59 C.vT.Bg.Jy.Lj.Tai lieu Luan vT.Bg.Jy.Lj van Luan an.vT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.Lj Do an.Tai lieu Luan van Luan an Do an.Tai lieu Luan van Luan an Do an BS EN 1090-5:2017 EN 1090-5:2017 (E) [38] [39] [40] [41] [42] [43] [44] [45] [46] [47] [48] EN 12056-1, Gravity drainage systems inside buildings — Part 1: General and performance requirements EN 12056-3, Gravity drainage systems inside buildings — Part 3: Roof drainage, layout and calculation EN ISO 12944-1, Paints and varnishes — Corrosion protection of steel structures by protective paint systems — Part 1: General introduction (ISO 12944-1) EN ISO 12944-2, Paints and varnishes — Corrosion protection of steel structures by protective paint systems — Part 2: Classification of environments (ISO 12944-2) EN ISO 12944-4, Paints and varnishes — Corrosion protection of steel structures by protective paint systems — Part 4: Types of surface and surface preparation (ISO 12944-4) EN ISO 12944-6, Paints and varnishes — Corrosion protection of steel structures by protective paint systems — Part 6: Laboratory performance test methods (ISO 12944-6) EN ISO 12944-7, Paints and varnishes — Corrosion protection of steel structures by protective paint systems — Part 7: Execution and supervision of paint work (ISO 12944-7) EN 13523-1, Coil coated metals — Test methods — Part 1: Film thickness EN 13523-6, Coil coated metals — Test methods — Part 6: Adhesion after indentation (cupping test) EN 13523-7, Coil coated metals — Test methods — Part 7: Resistance to cracking on bending (Tbend test) EN 13523-8, Coil coated metals — Test methods — Part 8: Resistance to salt spray (fog) [49] EN ISO 14713-1, Zinc coatings — Guidelines and recommendations for the protection against corrosion of iron and steel in structures — Part 1: General principles of design and corrosion resistance (ISO 14713-1) [50] EN 14783, Fully supported metal sheet and strip for roofing, external cladding and internal lining — Product specification and requirements [51] [52] EN ISO 17872, Paints and varnishes — Guidelines for the introduction of scribe marks through coatings on metallic panels for corrosion testing (ISO 17872) ASTM D 5796, Standard Test Method for Measurement of Dry Film Thickness of Thin Film CoilCoated Systems by Destructive Means Using a Boring Device [53] EN 1090-4, 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 [54] EN 1993-1-1, Eurocode 3: Design of steel structures — Part 1-1: General rules and rules for buildings [55] EN 1999-1-2, Eurocode — Design of aluminium structures — Part 1-2: Structural fire design Stt.010.Mssv.BKD002ac.email.ninhd.vT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.Lj.dtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn.Stt.010.Mssv.BKD002ac.email.ninhddtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn 60 C.vT.Bg.Jy.Lj.Tai lieu Luan vT.Bg.Jy.Lj van Luan an.vT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.Lj Do an.Tai lieu Luan van Luan an Do an.Tai lieu Luan van Luan an Do an BS EN 1090-5:2017 EN 1090-5:2017 (E) [56] [57] EN 14782, Self-supporting metal sheet for roofing, external cladding and internal lining — Product specification and requirements EN ISO 354, Acoustics — Measurement of sound absorption in a reverberation room (ISO 354) Stt.010.Mssv.BKD002ac.email.ninhd.vT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.Lj.dtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn.Stt.010.Mssv.BKD002ac.email.ninhddtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn 61 C.vT.Bg.Jy.Lj.Tai lieu Luan vT.Bg.Jy.Lj van Luan an.vT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.Lj Do an.Tai lieu Luan van Luan an Do an.Tai lieu Luan van Luan an Do an Stt.010.Mssv.BKD002ac.email.ninhd.vT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.Lj.dtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn.Stt.010.Mssv.BKD002ac.email.ninhddtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn This page deliberately left blank C.vT.Bg.Jy.Lj.Tai lieu Luan vT.Bg.Jy.Lj van Luan an.vT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.Lj Do an.Tai lieu Luan van Luan an Do an.Tai lieu Luan van Luan an Do an Stt.010.Mssv.BKD002ac.email.ninhd.vT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.Lj.dtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn.Stt.010.Mssv.BKD002ac.email.ninhddtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn This page deliberately left blank C.vT.Bg.Jy.Lj.Tai lieu Luan vT.Bg.Jy.Lj van Luan an.vT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.Lj Do an.Tai lieu Luan van Luan an Do an.Tai lieu Luan van Luan an Do an Stt.010.Mssv.BKD002ac.email.ninhd.vT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.LjvT.Bg.Jy.Lj.dtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn.Stt.010.Mssv.BKD002ac.email.ninhddtt@edu.gmail.com.vn.bkc19134.hmu.edu.vn