DD CEN/TS 1992-4-3:2009

Foreword
1 Scope
  1.1 General
  1.4 Anchor channel loading
      1.4.3 Actions not covered
2 Normative references
3 Definitions and symbols
4 Basis of design
5 Determination of action effects
  5.2 Derivation of forces acting on anchor channels
      5.2.1 General
      5.2.2 Tension loads
      5.2.3 Shear loads
  5.3 Tension forces in a supplementary reinforcement
      5.3.3 Tension loads
      5.3.4 Shear loads
6 Verification of ultimate limit state by elastic analysis
  6.1 General
  6.2 Tension loads
      6.2.1 Required verifications
      6.2.2 Design of supplementary reinforcement
      6.2.3 Steel failure
      6.2.4 Pullout failure
      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 loads
      6.3.1 Required verifications
      6.3.2 Design of reinforcement
      6.3.3 Steel failure
      6.3.4 Concrete pry-out failure
      6.3.5 Concrete edge failure
      6.3.6 Steel failure of supplementary reinforcement
      6.3.7 Anchorage failure of supplementary reinforcement
            in the concrete cone
  6.4 Combined tension and shear loads
      6.4.1 Anchor channels without supplementary reinforcement
      6.4.2 Anchor channels with supplementary reinforcement
7 Fatigue
8 Seismic

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

1.1 General 1.1.6 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 - (...) - ccr,N, scr,N - ccr,sp, scr,sp - cmin, smin, hmin - limitations on concrete strength classes of base material - k5 - Ah, bch, d, hef, hch, Iy - yMi partial factors for material see also CEN/TS 1992-4-1:2009, clause 4 1.4 Anchor channel loading 1.4.3 Actions not covered The following actions are not covered by this CEN/TC: - shear in the direction of the longitudinal axis of the channel; - fatigue loading; - seismic loading.