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

This document relies on characteristic resistances and distances which are stated in a European Technical Specification. In minimum the following characteristics should be given in a European Technical Specification as base for the design methods of this CEN/TS: -NRk,p, NRk,s, VRk,s- -ccr,N, scr,N-ccr,sp, scr,sp-cmin, smin, hmin-limitations on concrete strength classes of base material-kcr, kucr, k2, k4, k6, k7-dh, dnom, hef, lf-yMi partial factors for material see also CEN/TS 1992-4-1:2009, clause 4.