UNI 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