UNI CEN/TS 1992-4-2 : 2009

Foreword
1 Scope
  1.1 General
2 Normative references
3 Definitions and symbols
4 Basis of design
5 Determination of action effects
  5.3 Tension forces in a supplementary reinforcement
      5.3.1 General
      5.3.2 Fasteners loaded in tension
      5.3.3 Fixtures loaded in shear
6 Verification of ultimate limit state by elastic analysis
  6.1 General
  6.2 Tension load
      6.2.1 Required verifications
      6.2.2 Detailing of supplementary reinforcement
      6.2.3 Steel failure of fastener
      6.2.4 Pull-out failure of fastener
      6.2.5 Concrete cone failure
      6.2.6 Splitting failure
      6.2.7 Blow-out failure
      6.2.8 Steel failure of the supplementary
            reinforcement
      6.2.9 Anchorage failure of the supplementary
            reinforcement in the concrete cone
  6.3 Shear load
      6.3.1 Required verifications
      6.3.2 Detailing of supplementary reinforcement
      6.3.3 Steel failure of fastener
      6.3.4 Concrete pry-out failure
      6.3.5 Concrete edge failure
  6.4 Combined tension and shear load
      6.4.1 Fastenings without supplementary reinforcement
7 Fatigue
8 Seismic

Defines characteristic resistances and distances which are stated in a European Technical Specification.