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. This European Standard may 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 also specifies requirements for the execution i.e. the manufacture and the installation of structures made from cold formed profiled sheeting for roof, ceiling, floor and wall applications under predominately static loading or seismic loading conditions and their documentation. This European Standard covers sheeting of structural classes I and II according to EN 1993 1 3 used in structures. This European Standard covers structural members of all structural classes according to EN 1993 1 3. Structural sheeting are understood here to be: – profiled sheet, such as trapezoidal, sinusoidal or liner trays (Figure 1), or 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\u20132. 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\u20134 and of aluminium according to EN 1090-5.<\/p>\n
| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 2<\/td>\n | undefined <\/td>\n<\/tr>\n | ||||||
| 12<\/td>\n | 1 Scope <\/td>\n<\/tr>\n | ||||||
| 14<\/td>\n | 2 Normative references <\/td>\n<\/tr>\n | ||||||
| 17<\/td>\n | 3 Terms, definitions, symbols and abbreviations 3.1 Terms and definitions <\/td>\n<\/tr>\n | ||||||
| 18<\/td>\n | 3.2 Symbols and abbreviations <\/td>\n<\/tr>\n | ||||||
| 20<\/td>\n | 4 Specifications and documentation 4.1 Execution Specification 4.1.1 General 4.1.2 Execution classes 4.1.3 Layout drawings <\/td>\n<\/tr>\n | ||||||
| 21<\/td>\n | 4.1.4 Geometrical tolerances <\/td>\n<\/tr>\n | ||||||
| 22<\/td>\n | 4.2 Installer\u2019s Documentation 4.2.1 General 4.2.2 Quality documentation 4.2.3 Safety of the erection works 4.3 Detailed traceability documentation 4.4 Execution documentation 5 Constituent products 5.1 General <\/td>\n<\/tr>\n | ||||||
| 23<\/td>\n | 5.2 Identification, inspection documents and traceability 5.3 Materials <\/td>\n<\/tr>\n | ||||||
| 25<\/td>\n | 5.4 Thickness tolerances 5.5 Minimum nominal sheet thicknesses 5.5.1 Profiled sheets <\/td>\n<\/tr>\n | ||||||
| 26<\/td>\n | 5.5.2 Structural members 5.6 Geometrical tolerances 5.7 Mechanical fasteners 5.7.1 General <\/td>\n<\/tr>\n | ||||||
| 27<\/td>\n | 5.7.2 Type of fasteners and materials <\/td>\n<\/tr>\n | ||||||
| 28<\/td>\n | 5.8 Accessories 5.9 Surface protection 5.10 External fire performance for roofing elements 5.11 Reaction to fire 5.12 Resistance to fire 5.13 Release of dangerous substances 5.14 Lightning protection 6 Manufacturing 6.1 General <\/td>\n<\/tr>\n | ||||||
| 29<\/td>\n | 6.2 Identification 6.3 Cold forming 6.4 Cutting 6.4.1 General 6.4.2 Shearing and nibbling 6.4.3 Thermal cutting 6.5 Punching 6.5.1 General <\/td>\n<\/tr>\n | ||||||
| 30<\/td>\n | 6.5.2 Execution <\/td>\n<\/tr>\n | ||||||
| 31<\/td>\n | 7 Welding 7.1 Welding of customized cold rolled hollow sections 7.1.1 General 7.1.2 Qualification of welding procedures and welding personnel 7.1.2.1 Qualification of welding procedures <\/td>\n<\/tr>\n | ||||||
| 32<\/td>\n | 7.1.2.2 Welding operators 7.1.2.3 Welding coordination 7.1.3 Geometrical tolerances 7.1.4 Inspection and testing of welded custom cold rolled sections 7.1.4.1 General 7.1.4.2 Inspection before start of production 7.1.4.3 Inspection during production 7.1.4.4 Supplementary NDT 7.2 Spot welding <\/td>\n<\/tr>\n | ||||||
| 33<\/td>\n | 7.3 Welding at the construction site 8 Mechanical fastening 8.1 General 8.2 Use of self-tapping and self-drilling screws <\/td>\n<\/tr>\n | ||||||
| 34<\/td>\n | 8.3 Use of blind rivets 8.4 Use of cartridge fired pins <\/td>\n<\/tr>\n | ||||||
| 35<\/td>\n | 8.5 Attachment of cold formed structural members and sheeting to the supporting member 8.5.1 Types of connections and attachments 8.5.2 Attachment of profiled sheets to the supporting member transverse to the direction of span <\/td>\n<\/tr>\n | ||||||
| 37<\/td>\n | 8.5.3 Attachment of profiled sheets to the supporting member parallel to the direction of sheeting\u2019s span 8.5.4 Supporting member made of metal 8.5.5 Supporting member made of timber or other wood-based materials 8.5.6 Supporting member made of concrete or masonry 8.6 Connecting profiled sheets <\/td>\n<\/tr>\n | ||||||
| 38<\/td>\n | 8.7 Edge distances and spacing of fasteners for sheeting 8.7.1 General 8.7.2 Edge spacings of webs of trapezoidal sheeting and liner tray profiles 9 Erection 9.1 General <\/td>\n<\/tr>\n | ||||||
| 39<\/td>\n | 9.2 Site conditions 9.3 Training\/instruction of installation personnel 9.4 Inspection of preceding works 9.5 Layout drawing <\/td>\n<\/tr>\n | ||||||
| 40<\/td>\n | 9.6 Tools required 9.7 Safety on site 9.8 Inspection of packaging and contents 9.9 Storage <\/td>\n<\/tr>\n | ||||||
| 41<\/td>\n | 9.10 Damaged structural members and sheeting and connecting devices 9.11 Unloading, lifting gear\/slings\/straps 9.12 Laying <\/td>\n<\/tr>\n | ||||||
| 42<\/td>\n | 9.13 Direction of lay 9.14 Maintaining the cover width during installation 9.15 Condition after installation (swarf from drilling, fouling of surface, protective film wrap) 9.16 Inspection after installation 9.17 Diaphragms <\/td>\n<\/tr>\n | ||||||
| 43<\/td>\n | 9.18 Protection against lightning 10 Surface protection 10.1 Corrosion protection <\/td>\n<\/tr>\n | ||||||
| 44<\/td>\n | 10.2 Cleaning and maintenance 10.2.1 Organic coated products 10.2.2 Metallic coated products 10.2.3 Stainless steel 11 Geometrical tolerances 11.1 General <\/td>\n<\/tr>\n | ||||||
| 45<\/td>\n | 11.2 Tolerance types 11.3 Essential tolerances 11.3.1 General 11.3.2 Manufacturing tolerances 11.3.2.1 Cold formed profiled sheets 11.3.2.2 Members 11.3.3 Erection tolerances <\/td>\n<\/tr>\n | ||||||
| 46<\/td>\n | 11.4 Functional tolerances 12 Inspection, testing and correction 12.1 General 12.2 Structural members, profiled sheets and fasteners 12.2.1 General 12.2.2 Non-conforming products 12.3 Manufacturing: geometrical dimensions of manufactured structural members and sheeting 12.3.1 General 12.3.2 Profiled sheets <\/td>\n<\/tr>\n | ||||||
| 47<\/td>\n | 12.3.3 Members <\/td>\n<\/tr>\n | ||||||
| 48<\/td>\n | 12.4 Inspection of the installed structure 12.5 Inspection of fastening 12.5.1 Self-tapping and self-drilling screws 12.5.2 Blind rivets 12.5.3 Cartridge fired pins 12.5.4 Bolted Connections <\/td>\n<\/tr>\n | ||||||
| 49<\/td>\n | Annex A (normative)Basic requirements for profiled sheeting A.1 General A.2 Supporting members A.2.1 Materials A.2.2 Shear forces\/fixed points A.3 Edges of laying area A.3.1 Longitudinal decking edge trims <\/td>\n<\/tr>\n | ||||||
| 50<\/td>\n | A.3.2 Weakening of the cross section A.3.3 Reinforcements and double layers <\/td>\n<\/tr>\n | ||||||
| 51<\/td>\n | A.3.4 Avoidance of ice damming <\/td>\n<\/tr>\n | ||||||
| 52<\/td>\n | A.4 Building physics requirements A.4.1 General A.4.2 Water permeability A.4.3 Thermal insulation A.4.4 Avoidance of condensation \/ moisture protection A.4.4.1 General <\/td>\n<\/tr>\n | ||||||
| 53<\/td>\n | A.4.4.2 Measures against convection A.4.5 Airborne sound insulation (Rw) A.4.6 Sound absorption (\u03b1w) A.4.7 Protection against lightning <\/td>\n<\/tr>\n | ||||||
| 54<\/td>\n | A.5 Roof drainage <\/td>\n<\/tr>\n | ||||||
| 56<\/td>\n | Annex B (normative)Additional design requirements for profiled sheeting B.1 General B.2 Serviceability B.3 Widths of supports <\/td>\n<\/tr>\n | ||||||
| 57<\/td>\n | B.4 Supports made of concrete or masonry <\/td>\n<\/tr>\n | ||||||
| 58<\/td>\n | B.5 Eccentric attachments <\/td>\n<\/tr>\n | ||||||
| 59<\/td>\n | B.6 Stiffening of liner trays <\/td>\n<\/tr>\n | ||||||
| 60<\/td>\n | B.7 Walkability B.7.1 Walkability during installation B.7.2 Walkability and access after installation B.7.3 Test \u201cWalkability\u201d <\/td>\n<\/tr>\n | ||||||
| 62<\/td>\n | B.8 Moment-resisting connection <\/td>\n<\/tr>\n | ||||||
| 64<\/td>\n | B.9 Rotational restraint B.10 Cantilevers <\/td>\n<\/tr>\n | ||||||
| 66<\/td>\n | B.11 Openings in laying area <\/td>\n<\/tr>\n | ||||||
| 69<\/td>\n | Annex C (informative)Documentation <\/td>\n<\/tr>\n | ||||||
| 70<\/td>\n | Annex D (normative)Geometrical tolerances D.1 General D.2 Essential and functional manufacturing tolerances \u2014 Cold-formed profiled sheets <\/td>\n<\/tr>\n | ||||||
| 74<\/td>\n | D.3 Essential and functional manufacturing tolerances \u2014cold formed members including custom cold rolled hollow sections D.3.1 Press braked or folded members <\/td>\n<\/tr>\n | ||||||
| 76<\/td>\n | D.3.2 Roll formed members <\/td>\n<\/tr>\n | ||||||
| 77<\/td>\n | Annex E (normative)Corrosion protection by metallic coating with or without organic coatings E.1 Corrosion protection <\/td>\n<\/tr>\n | ||||||
| 80<\/td>\n | E.2 Suitability of corrosion protection E.2.1 Selection <\/td>\n<\/tr>\n | ||||||
| 86<\/td>\n | E.2.2 Examination of suitability (initial inspection) E.2.2.1 General E.2.2.2 Coating mass \/ coating thickness <\/td>\n<\/tr>\n | ||||||
| 87<\/td>\n | E.2.2.3 Condensed-water test E.2.2.4 Salt spray test E.2.2.5 Adhesive strength of coil coating after cupping E.2.2.6 Testing of workability and formability, crack testing after bending <\/td>\n<\/tr>\n | ||||||
| 88<\/td>\n | E.2.3 Monitoring E.2.3.1 General E.2.3.2 Type testing E.2.3.3 Factory production control (FPC) <\/td>\n<\/tr>\n | ||||||
| 89<\/td>\n | E.2.4 Galvanic corrosion <\/td>\n<\/tr>\n | ||||||
| 92<\/td>\n | Annex F (normative)Additional information F.1 List of required additional information F.2 List of additional information if not otherwise specified <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Execution of steel structures and aluminium structures – Technical requirements for cold-formed structural steel elements and cold-formed structures for roof, ceiling, floor and wall applications<\/b><\/p>\n |