Foreword
1 General
  1.1 Scope
  1.2 Normative references
  1.3 Assumptions
  1.4 Distinction between principles and application
      rules
  1.5 Terms and definitions
  1.6 Symbols
2 Basis of design
  2.1 Requirements
      2.1.1 Basic requirements
      2.1.2 Nominal fire exposure
      2.1.3 Parametric fire exposure
  2.2 Actions
  2.3 Design values of material properties
  2.4 Verification methods
      2.4.1 General
      2.4.2 Member analysis
      2.4.3 Analysis of part of the structure
      2.4.4 Global structural analysis
3 Material properties
  3.1 General
  3.2 Mechanical properties of carbon steels
      3.2.1 Strength and deformation properties
      3.2.2 Unit mass
  3.3 Mechanical properties of stainless steels
  3.4 Thermal proper
      3.4.1 Carbon steels
      3.4.2 Stainless steels
      3.4.3 Fire protection materials
4 Structural fire design
  4.1 General
  4.2 Simple calculation models
      4.2.1 General
      4.2.2 Classification of cross-sections
      4.2.3 Resistance
      4.2.4 Critical temperature
      4.2.5 Steel temperature development
  4.3 Advanced calculation models
      4.3.1 General
      4.3.2 Thermal response
      4.3.3 Mechanical response
      4.3.4 Validation of advanced calculation models
Annex A (normative) Strain-hardening of carbon steel at
        elevated temperatures
Annex B (normative) Heat transfer to external steelwork
Annex C (informative) Stainless steel
Annex D (informative) Joints
Annex E (informative) Class 4 cross-sections
Annex NA (informative) Irish National Annex to Eurocode 3:
         Design of steel structures - Part 1-2: General
         rules - Structural fire design
Introduction
      NA.1 Scope
      NA.2 Nationally Determined Parameters
      NA.3 Decisions on informative annexes