UNI CEN/TS 1992-4-1 : 2009

Foreword
1 Scope
  1.1 General
  1.2 Type of fasteners and fastening groups
  1.3 Fastener dimensions and materials
  1.4 Fastener loading
      1.4.1 Type of loading
      1.4.2 Direction of loading
  1.5 Concrete strength
  1.6 Concrete member loading
2 Normative references
3 Definitions and symbols
  3.1 Definitions
  3.2 Notations
      3.2.1 Indices
      3.2.2 Actions and Resistances
      3.2.3 Concrete and steel
      3.2.4 Units
4 Basis of design
  4.1 General
  4.2 Required verifications
  4.3 Design format
  4.4 Verification by the partial factor method
      4.4.1 General
      4.4.2 Partial factors for indirect and fatigue
            actions
      4.4.3 Partial factors for resistance
  4.5 Project specification and installation of fasteners
5 Determination of concrete condition and action effects
  5.1 Non-cracked and cracked concrete
  5.2 Derivation of forces acting on fasteners
      5.2.1 General
      5.2.2 Tension loads
      5.2.3 Shear loads
6 Verification of ultimate limit state
  6.1 General
7 Verification of fatigue limit state
  7.1 General
  7.2 Derivation of loads acting on fasteners
  7.3 Resistance
8 Verification for seismic loading
  8.1 General
  8.2 Requirements
  8.3 Actions
  8.4 Resistance
9 Verification of serviceability limit state
Annex A (normative) Local transmission of fastener loads
        into the concrete member
      A.1 General
      A.2 Verification of the shear resistance of the
          concrete member
      A.3 Verification of the resistance to splitting
          forces
Annex B (normative) Plastic design approach, fastenings
        with headed fasteners and postinstalled fasteners
      B.1 Field of application
      B.2 Loads on fastenings
      B.3 Design of fastenings
          B.3.1 Partial factors
          B.3.2 Resistance to tension load
          B.3.3 Resistance to shear load
Annex C (informative) Durability
      C.1 General
      C.2 Fasteners in dry, internal conditions
      C.3 Fasteners in external atmospheric or in
          permanently damp internal exposure
      C.4 Fasteners in high corrosion exposure by
          chloride and sulphur dioxide
Annex D (informative) Exposure to fire - design method
      D.1 General
      D.2 Partial factors
      D.3 Resistance under fire exposure
          D.3.1 General
          D.3.2 Tension load
          D.3.3 Shear load
          D.3.4 Combined tension and shear load
Annex E (informative) Recommended additions and
        alterations to EN 1998-1:2004, 4.3.5 (Design of
        structures for earthquake resistance) for the
        design of fastenings under seismic loading
      E.1 General
      E.2 Additions to Section 4.3.5.1 of EN 1998-1:2004
      E.3 Additions and alterations to EN 1998-1:2004,
          4.3.5.2
      E.4 Additions to EN 1998-1:2004, 4.3.5.3
      E.5 Additions and alterations to EN 1998-1:2004,
          4.3.5.4

Gives a design method for fasteners for structural purposes, which are used to transmit actions to the concrete.