I.S. EN 1993-1-11:2006

1 General
  1.1 Scope
  1.2 Normative references
  1.3 Terms and definitions
  1.4 Symbols
2 Basis of design
  2.1 General
  2.2 Requirements
  2.3 Actions
  2.4 Design situations and partial factors
3 Material
  3.1 Strength of steels and wires
  3.2 Modulus of elasticity
  3.3 Coefficient of thermal expansion
  3.4 Cutting to length of Group B tension components
  3.5 Lengths and fabrication tolerances
  3.6 Friction coefficients
4 Durability of wires, ropes and strands
  4.1 General
  4.2 Corrosion protection of individual wires
  4.3 Corrosion protection of the interior of Group B
      tension components
  4.4 Corrosion protection of the exterior of Group B
      tension components
  4.5 Corrosion protection of Group C tension components
  4.6 Corrosion protection at connections
5 Structural analysis
  5.1 General
  5.2 Transient construction phase
  5.3 Persistent design situation during service
  5.4 Non-linear effects from deformations
6 Ultimate limit states
  6.1 Tension rod systems
  6.2 Prestressing bars and Group B and C components
  6.3 Saddles
  6.4 Clamps
7 Serviceability limit states
  7.1 Serviceability criteria
  7.2 Stress limits
8 Vibrations of cables
  8.1 General
  8.2 Measures to limit vibrations of cables
  8.3 Estimation of risks
9 Fatigue
  9.1 General
  9.2 Fluctuating axial loads
Annex A (informative) Product requirements for tension components
Annex B (informative) Transport, storage, handling
Annex C (informative) Glossary
Annex NA (informative) Irish National Annex to Eurocode 3:
         Design of steel structures - Part 1-11: Design of
         structures with tension components
Introduction
      NA.1 Scope
      NA.2 Nationally Determined Parameters
      NA.3 Decisions on informative annexes

Gives design rules for structures with tension components made of steel, which, due to their connections with the structure, are adjustable and replaceable.