I.S. ENV 1993-1-4:1996
Superseded
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EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-4: GENERAL RULES - SUPPLEMENTARY RULES FOR STAINLESS STEELS
Hardcopy , PDF
29-01-2007
English
01-01-1996
For Harmonized Standards, check the EU site to confirm that the Standard is cited in the Official Journal.
Only cited Standards give presumption of conformance to New Approach Directives/Regulations.
Dates of withdrawal of national standards are available from NSAI.
Foreword
1 General
1.1 Scope
1.2 Distinction between principles and application
rules
1.3 Normative references
1.4 Definitions
2 Materials
2.1 Structural stainless steels
2.2 Bolts
2.3 Welding consumables
3 Durability
4 Serviceability limit states
4.1 General
4.2 Determination of deflections
5 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 Shear resistance
5.6 Resistance of web to transverse forces
5.7 Transverse web stiffeners
6 Connection design
6.1 General
6.2 Bolted connections
6.3 Welded connections
7 Fabrication
8 Design assisted by testing
9 Fatigue
10 Fire resistance
Annex A [informative] Materials data
A.1 Types of stainless steel
A.2 Vocabulary of treatment terms
A.3 Assignment of stainless steels to nominal strength
classes
A.4 Designation of stainless steels
A.5 Cold worked stainless steels
A.6 Physical properties of stainless steels
A.7 Special conditions
Annex B [informative] Durability
B.1 Introduction
B.2 Types of corrosion
B.3 Levels of risk
B.4 Selection of materials
B.5 Design for corrosion control
B.6 Connections
Annex C [informative] Fabrication aspects
C.1 General
C.2 Storage and handling
C.3 Cold forming
C.4 Marking
C.5 Cutting
C.6 Holing
C.7 Welding
Annex D [informative] Guidance on design using ferritic
stainless steels
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