S.R. 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.