DD CEN/TS 1992-4-5:2009

Foreword
1 Scope
  1.1 General
2 Normative references
3 Definitions and symbols
4 Basis of design
  4.1 General
5 Determination of action effects
6 Verification of ultimate limit state by elastic
  analysis
  6.1 General
  6.2 Tension load
      6.2.1 Required verifications
      6.2.2 Steel failure
      6.2.3 Concrete cone failure
      6.2.4 Splitting failure
  6.3 Shear load
      6.3.1 Required verifications
      6.3.2 Steel failure
      6.3.3 Concrete pry-out failure
      6.3.4 Concrete edge failure
  6.4 Combined tension and shear load
      6.4.1 Steel failure decisive for tension
            and shear load
      6.4.2 Other modes of failure decisive
7 Fatigue
8 Seismic

Provides characteristic resistances and distances which are stated in a European Technical Specification. In general the design concept is valid in the product dimensions 6 <= h[ef]/d[nom] <= 20.

1.1 General 1.1.6 This document relies on characteristic resistances and distances which are stated in a European Technical Specification. In general the design concept is valid in the product dimensions 6 inferior, or equal, to hef/dnom inferior, or equal, to 20. The actual range for a particular fastener may be taken from the relevant European Technical Specification. In minimum the following characteristics should be given in the relevant European Technical Specification as base for the design method of this CEN/TS. - 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, kT, k2, k3, k4, k8 - dnom, hef, lf , limitations on hef/dnom - yMi, recommended partial factors see CEN/TS 1992-4-1:2009, clause 4