NS EN 1993-1-4 : 2006 + NA 2009

Foreword
1 General
  1.1 Scope
  1.2 Normative references
  1.3 Assumptions
  1.4 Distinction between principles and application rules
  1.5 Definitions
  1.6 Symbols
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 Uniform members in bending and axial compression
  5.6 Shear resistance
  5.7 Transverse web stiffeners
6 Connection design
  6.1 General
  6.2 Bolted connections
  6.3 Design of welds
7 Design assisted by testing
8 Fatigue
9 Fire resistance
Annex 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 Connections
Annex B [informative] Stainless steel in the work hardened
                      condition
  B.1 General
  B.2 Work hardening from cold rolling
  B.3 Work hardening from fabrication
Annex 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.