NBN EN 1993-1-11 : 2007 COR 2009

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

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