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EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-4: GENERAL RULES - SUPPLEMENTARY RULES FOR STAINLESS STEELS
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Published date: 12-01-2013
Publisher: Belgian Standards
Foreword1 General 1.1 Scope 1.2 Normative references 1.3 Assumptions 1.4 Distinction between principles and application rules 1.5 Definitions 1.6 Symbols2 Materials 2.1 Structural stainless steels 2.2 Bolts 2.3 Welding consumables3 Durability4 Serviceability limit states 4.1 General 4.2 Determination of deflections5 Ultimate limit states 5.1 General 5.2 Classification of cross-sections 5.3 Resistance of cross-sections 5.4 Buckling resistance of members 5.5 Uniform members in bending and axial compression 5.6 Shear resistance 5.7 Transverse web stiffeners6 Connection design 6.1 General 6.2 Bolted connections 6.3 Design of welds7 Design assisted by testing8 Fatigue9 Fire resistanceAnnex A [informative] Durability A.1 Introduction A.2 Types of corrosion A.3 Levels of risk A.4 Selection of materials A.5 Design for corrosion control A.6 ConnectionsAnnex B [informative] Stainless steel in the work hardened condition B.1 General B.2 Work hardening from cold rolling B.3 Work hardening from fabricationAnnex C [informative] Modelling of material behaviour C.1 General C.2 Material properties
Gives supplementary provisions for the design of buildings and civil engineering works 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, austenitic-ferritic and ferritic stainless steels.
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