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BS EN 1090-4:2018

$215.11

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

Published By Publication Date Number of Pages
BSI 2018 100
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This European Standard specifies requirements for the execution, i.e. the manufacture and the installation, of cold-formed structural steel members and sheeting and cold-formed structures for roof, ceiling, floor, wall and cladding applications. This European Standard applies to structures designed according to the EN 1993 series. This European Standard applies to structural members and sheeting to be designed according to EN 1993 1 3. 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 1090–2. This European Standard also covers spacer constructions between the outer and inner or upper and lower skins for roofs, walls and ceilings made from cold-formed profiled sheeting and the connections and attachments of the afore mentioned elements as long as all are involved in load transfer. This European Standard covers steel profiled sheeting for composite floors, e.g. during installation and in stage of pouring concrete. Composite structural members where the interaction between dissimilar materials are an integral part of the structural behaviour such as sandwich panels and composite floors are not covered by this standard. This European Standard does not cover the necessary analyses and detailing and execution rules for thermal insulation, moisture protection, noise control and fire protection. This European Standard does not cover regulations of roof cladding and wall cladding, produced by traditional plumber methods or tinsmith methods. Annex B of this standard concerns provisions which are not yet included in EN 1993 1 3. The guidelines in this annex may be wholly or partially superseded by future guidelines added to EN 1993. This European Standard does not cover detailed requirements for water tightness or air permeability resistance and thermal aspects of sheeting. NOTE 2 The structures covered in this standard can be for example – single- or multi-skin roofs, whereby the load-bearing structure (lower skin) or the actual roof covering (upper skin) or both consist of cold-formed structural members and sheeting; – single- or multi-skin walls whereby the load-bearing structure (inner skin), the actual cladding (outer skin) or both consist of cold-formed structural members and sheeting, or – trusses from cold formed members. NOTE 3 Structures can consist of an assembly of structural members and sheeting made of steel according to EN 1090–4 and of aluminium according to EN 1090-5.

PDF Catalog

PDF Pages PDF Title
2 undefined
12 1 Scope
14 2 Normative references
17 3 Terms, definitions, symbols and abbreviations
3.1 Terms and definitions
18 3.2 Symbols and abbreviations
20 4 Specifications and documentation
4.1 Execution Specification
4.1.1 General
4.1.2 Execution classes
4.1.3 Layout drawings
21 4.1.4 Geometrical tolerances
22 4.2 Installer’s 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
23 5.2 Identification, inspection documents and traceability
5.3 Materials
25 5.4 Thickness tolerances
5.5 Minimum nominal sheet thicknesses
5.5.1 Profiled sheets
26 5.5.2 Structural members
5.6 Geometrical tolerances
5.7 Mechanical fasteners
5.7.1 General
27 5.7.2 Type of fasteners and materials
28 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
29 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
30 6.5.2 Execution
31 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
32 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
33 7.3 Welding at the construction site
8 Mechanical fastening
8.1 General
8.2 Use of self-tapping and self-drilling screws
34 8.3 Use of blind rivets
8.4 Use of cartridge fired pins
35 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
37 8.5.3 Attachment of profiled sheets to the supporting member parallel to the direction of sheeting’s 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
38 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
39 9.2 Site conditions
9.3 Training/instruction of installation personnel
9.4 Inspection of preceding works
9.5 Layout drawing
40 9.6 Tools required
9.7 Safety on site
9.8 Inspection of packaging and contents
9.9 Storage
41 9.10 Damaged structural members and sheeting and connecting devices
9.11 Unloading, lifting gear/slings/straps
9.12 Laying
42 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
43 9.18 Protection against lightning
10 Surface protection
10.1 Corrosion protection
44 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
45 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
46 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
47 12.3.3 Members
48 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
49 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
50 A.3.2 Weakening of the cross section
A.3.3 Reinforcements and double layers
51 A.3.4 Avoidance of ice damming
52 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
53 A.4.4.2 Measures against convection
A.4.5 Airborne sound insulation (Rw)
A.4.6 Sound absorption (αw)
A.4.7 Protection against lightning
54 A.5 Roof drainage
56 Annex B (normative)Additional design requirements for profiled sheeting
B.1 General
B.2 Serviceability
B.3 Widths of supports
57 B.4 Supports made of concrete or masonry
58 B.5 Eccentric attachments
59 B.6 Stiffening of liner trays
60 B.7 Walkability
B.7.1 Walkability during installation
B.7.2 Walkability and access after installation
B.7.3 Test “Walkability”
62 B.8 Moment-resisting connection
64 B.9 Rotational restraint
B.10 Cantilevers
66 B.11 Openings in laying area
69 Annex C (informative)Documentation
70 Annex D (normative)Geometrical tolerances
D.1 General
D.2 Essential and functional manufacturing tolerances — Cold-formed profiled sheets
74 D.3 Essential and functional manufacturing tolerances —cold formed members including custom cold rolled hollow sections
D.3.1 Press braked or folded members
76 D.3.2 Roll formed members
77 Annex E (normative)Corrosion protection by metallic coating with or without organic coatings
E.1 Corrosion protection
80 E.2 Suitability of corrosion protection
E.2.1 Selection
86 E.2.2 Examination of suitability (initial inspection)
E.2.2.1 General
E.2.2.2 Coating mass / coating thickness
87 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
88 E.2.3 Monitoring
E.2.3.1 General
E.2.3.2 Type testing
E.2.3.3 Factory production control (FPC)
89 E.2.4 Galvanic corrosion
92 Annex F (normative)Additional information
F.1 List of required additional information
F.2 List of additional information if not otherwise specified
BS EN 1090-4:2018
$215.11