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BSI 23/30397915 DC:2023 Edition

BSI 23/30397915 DC:2023 Edition

$13.70

BS EN 1993-1-4. Eurocode 3. Design of steel structures – Part 1-4. Stainless steel structures

Published By Publication Date Number of Pages
BSI 2023 63
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1.1 Scope of prEN 1993-1-4 This document provides supplementary rules for the structural design of steel structures that extend and modify the application of EN 1993-1-1, EN 1993-1-3, EN 1993-1-5 and EN 1993-1-8 to austenitic, duplex (austenitic-ferritic) and ferritic stainless steels. NOTE 1 Austenitic-ferritic stainless steels are commonly known as duplex stainless steels. The term duplex stainless steel is used in this document. NOTE 2 Information on the durability of stainless steels is given in Annex A. NOTE 3 The execution of stainless steel structures is covered in EN 1090-2 and EN 1090-4. 1.2 Assumptions Unless specifically stated, EN 1990, EN 1991 (all parts), EN 1993-1-1, EN 1993-1-3, EN 1993-1-5 and EN 1993-1-8 apply. The design methods given in prEN 1993-1-4 are applicable if – the execution quality is as specified in EN 1090-2 and EN 1090-4, and – the construction materials and products used are as specified in EN 1993-1-1, EN 1993-1-3, EN 1993 1-5 and EN 1993-1-8, or in the relevant material and product specifications.

PDF Catalog

PDF Pages PDF Title
10 1 Scope
1.1 Scope of prEN 1993-1-4
1.2 Assumptions
2 Normative references
11 3 Terms, definitions and symbols
3.1 Terms and definitions
3.2 Symbols and abbreviations
3.2.1 General
3.2.2 Latin upper-case symbols
12 3.2.3 Latin lower-case symbols
3.2.4 Greek upper-case symbols
13 3.2.5 Greek lower-case symbols
14 4 Basis of design
4.1 General rules
4.1.1 Basic requirements
4.2 Design assisted by testing
5 Materials
5.1 Structural stainless steels
5.1.1 General
15 5.1.2 Material properties
5.1.2.1 General
16 5.1.2.2 Material in the cold worked condition
5.1.2.3 Material properties of cold-formed sections and sheeting
18 5.1.3 Fracture toughness
21 5.1.4 Through-thickness properties
5.1.5 Values of other material properties
22 5.2 Connecting devices
5.2.1 Fasteners
5.2.2 Preloaded bolts
5.2.3 Welding consumables
23 6 Durability
7 Structural analysis
7.1 Structural modelling for analysis
7.2 Global analysis
7.2.1 Consideration of second order effects
7.3 Imperfections
7.3.1 Equivalent bow imperfection for global and member design
7.3.2 Imperfection based on elastic critical buckling modes
24 7.4 Methods of analysis considering material non-linearities
7.4.1 General
7.4.2 Elastic global analysis
25 7.4.3 Plastic global analysis
7.4.3.1 General
26 7.4.3.2 Plastic hinge method
27 7.4.3.3 Plastic zone method with a bi-linear material model
7.4.3.4 Plastic zone method with the two stage Ramberg-Osgood material model
7.4.3.5 Strain limits for plastic zone analysis
29 7.5 Classification of cross-sections
33 8 Ultimate limit states
8.1 Partial factors
34 8.2 Resistance of cross-sections
8.2.1 General
8.2.2 Effective cross-section properties
36 8.2.3 Compression
8.2.4 Bending
8.2.5 Shear
37 8.2.6 Resistance to transverse forces
38 8.2.7 Transverse web stiffeners
8.3 Buckling resistance of members
8.3.1 General
8.3.2 Uniform members in compression
8.3.2.1 Buckling reduction factor for flexural buckling
39 8.3.2.2 Buckling reduction factor for torsional and torsional-flexural buckling
8.3.3 Uniform members in bending
8.3.3.1 Buckling reduction factors for lateral torsional buckling
40 8.3.4 Uniform members in bending and axial compression
43 9 Serviceability limit states
9.1 General
9.2 Determination of deflections
44 10 Connection design
10.1 General
10.2 Bolted connections
48 10.3 Design of welds
49 11 Fatigue
12 Fire resistance
50 Annex A (normative)Selection of materials and durability
A.1 Use of this Annex
A.2 Scope and field of Application
A.3 Corrosion protection of construction products — Requirements
A.4 Selection of materials
53 A.5 Swimming pool environments
54 A.6 Corrosion protection of connections with other metals
A.7 Galvanizing and contact with molten zinc
55 Annex B (normative)Continuous strength method
B.1 Use of this Annex
B.2 Scope and field of Application
B.3 General
B.4 Material modelling
56 B.5 Cross-section deformation capacity
57 B.6 Resistance of cross-sections
62 Bibliography

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