I.S. EN 1994-1-1:2005

Foreword
Section 1 General
  1.1 Scope
      1.1.1 Scope of Eurocode 4
      1.1.2 Scope of Part 1.1 of Eurocode 4
  1.2 Normative references
      1.2.1 General reference standards
      1.2.2 Other reference standards
  1.3 Assumptions
  1.4 Distinction between principles and application rules
  1.5 Definitions
      1.5.1 General
      1.5.2 Additional terms and definitions used in this
            Standard
  1.6 Symbols
Section 2 Basis of design
  2.1 Requirements
  2.2 Principles of limit state design
  2.3 Basic variables
      2.3.1 Actions and environmental influences
      2.3.2 Material and product properties
      2.3.3 Classification of actions
  2.4 Verification by the partial factor method
      2.4.1 Design values
      2.4.2 Combination of actions
      2.4.3 Verification of static equilibrium (EQU)
Section 3 Materials
  3.1 Concrete
  3.2 Reinforcing steel
  3.3 Structural steel
  3.4 Connecting devices
      3.4.1 General
      3.4.2 Headed stud shear connectors
  3.5 Profiled steel sheeting for composite slabs in buildings
Section 4 Durability
  4.1 General
  4.2 Profiled steel sheeting for composite slabs in buildings
Section 5 Structural analysis
  5.1 Structural modelling for analysis
      5.1.1 Structural modelling and basic assumptions
      5.1.2 Joint modelling
      5.1.3 Ground-structure interaction
  5.2 Structural stability
      5.2.1 Effects of deformed geometry of the structure
      5.2.2 Methods of analysis for buildings
  5.3 Imperfections
      5.3.1 Basis
      5.3.2 Imperfections in buildings
  5.4 Calculation of action effects
      5.4.1 Methods of global analysis
      5.4.2 Linear elastic analysis
      5.4.3 Non-linear global analysis
      5.4.4 Linear elastic analysis with limited redistribution
            for buildings
      5.4.5 Rigid plastic global analysis for buildings
  5.5 Classification of cross-sections
      5.5.1 General
      5.5.2 Classification of composite sections without
            concrete encasement
      5.5.3 Classification of composite sections for buildings
            with concrete encasement
Section 6 Ultimate limit states
  6.1 Beams
      6.1.1 Beams for buildings
      6.1.2 Effective width for verification of cross-sections
  6.2 Resistances of cross-sections of beams
      6.2.1 Bending resistance
      6.2.2 Resistance to vertical shear
  6.3 Resistance of cross-sections of beams for buildings
      with partial encasement
      6.3.1 Scope
      6.3.2 Bending resistance
      6.3.3 Resistance to vertical shear
      6.3.4 Bending and vertical shear
  6.4 Lateral-torsional buckling of composite beams
      6.4.1 General
      6.4.2 Verification of lateral-torsional buckling of
            continuous composite beams with cross-sections
            in Class 1, 2 and 3 for buildings
      6.4.3 Simplified verification for buildings without
            direct calculation
  6.5 Transverse forces on webs
      6.5.1 General
      6.5.2 Flange-induced buckling of webs
  6.6 Shear connection
      6.6.1 General
      6.6.2 Longitudinal shear force in beams for buildings
      6.6.3 Headed stud connectors in solid slabs and concrete
            encasement
      6.6.4 Design resistance of headed studs used with profiled
            steel sheeting in buildings
      6.6.5 Detailing of the shear connection and influence of
            execution
      6.6.6 Longitudinal shear in concrete slabs
  6.7 Composite columns and composite compression members
      6.7.1 General
      6.7.2 General method of design
      6.7.3 Simplified method of design
      6.7.4 Shear connection and load introduction
      6.7.5 Detailing Provisions
  6.8 Fatigue
      6.8.1 General
      6.8.2 Partial factors for fatigue assessment for buildings
      6.8.3 Fatigue strength
      6.8.4 Internal forces and fatigue loadings
      6.8.5 Stresses
      6.8.6 Stress ranges
      6.8.7 Fatigue assessment based on nominal stress ranges
Section 7 Serviceability limit states
  7.1 General
  7.2 Stresses
      7.2.1 General
      7.2.2 Stress limitation for buildings
  7.3 Deformations in buildings
      7.3.1 Deflections
      7.3.2 Vibration
  7.4 Cracking of concrete
      7.4.1 General
      7.4.2 Minimum reinforcement
      7.4.3 Control of cracking due to direct loading
Section 8 Composite joints in frames for buildings
  8.1 Scope
  8.2 Analysis, modelling and classification
      8.2.1 General
      8.2.2 Elastic global analysis
      8.2.3 Classification of joints
  8.3 Design methods
      8.3.1 Basis and scope
      8.3.2 Resistance
      8.3.3 Rotational stiffness
      8.3.4 Rotation capacity
  8.4 Resistance of components
      8.4.1 Scope
      8.4.2 Basic joint components
      8.4.3 Column web in transverse compression
      8.4.4 Reinforced components
Section 9 Composite slabs with profiled steel sheeting for
          buildings
  9.1 General
      9.1.1 Scope
      9.1.2 Definitions
  9.2 Detailing provisions
      9.2.1 Slab thickness and reinforcement
      9.2.2 Aggregate
      9.2.3 Bearing requirements
  9.3 Actions and action effects
      9.3.1 Design situations
      9.3.2 Actions for profiled steel sheeting as shuttering
      9.3.3 Actions for composite slab
  9.4 Analysis for internal forces and moments
      9.4.1 Profiled steel sheeting as shuttering
      9.4.2 Analysis of composite slab
      9.4.3 Effective width of composite slab for concentrated
            point and line loads
  9.5 Verification of profiled steel sheeting as shuttering
      for ultimate limit states
  9.6 Verification of profiled steel sheeting as shuttering for
      serviceability limit states
  9.7 Verification of composite slabs for ultimate limit states
      9.7.1 Design criterion
      9.7.2 Flexure
      9.7.3 Longitudinal shear for slabs without end anchorage
      9.7.4 Longitudinal shear for slabs with end anchorage
      9.7.5 Vertical shear
      9.7.6 Punching shear
  9.8 Verification of composite slabs for serviceability limit
      states
      9.8.1 Control of cracking of concrete
      9.8.2 Deflection
Annex A (Informative) Stiffness of joint components in buildings
  A.1 Scope
  A.2 Stiffness coefficients
      A.2.1 Basic joint components
      A.2.2 Other components in composite joints
      A.2.3 Reinforced components
  A.3 Deformation of the shear connection
Annex B (Informative) Standard tests
  B.1 General
  B.2 Tests on shear connectors
      B.2.1 General
      B.2.2 Testing arrangements
      B.2.3 Preparation of specimens
      B.2.4 Testing procedure
      B.2.5 Test evaluation
  B.3 Testing of composite floor slabs
      B.3.1 General
      B.3.2 Testing arrangement
      B.3.3 Preparation of specimens
      B.3.4 Test loading procedure
      B.3.5 Determination of design values for m and k
      B.3.6 Determination of the design values for tau[u,Rd]
Annex C (Informative) Shrinkage of concrete for composite
                      structures for buildings
Annex NA (informative) Irish National Annex to
         Eurocode 4: Design of composite steel
         and concrete structures - Part 1-1: General
         rules and rules for buildings
Introduction
      NA.1 Scope
      NA.2 Nationally Determined Parameters
      NA.3 Decisions on the status of informative annexes
Bibliography