NEN EN 1996-1-1 : 2006 + A1 2013

Background to the Eurocode programme
Status and field of application of Eurocodes
National Standards implementing Eurocodes
Links between Eurocodes and harmonised technical
specifications (ENs and ETAs) for products
National Annex for EN 1996-1-1
1 General
  1.1 Scope
      1.1.1 Scope of Eurocode 6
      1.1.2 Scope of Part 1-1 of Eurocode 6
      1.1.3 Further Parts of Eurocode 6
  1.2 Normative references
      1.2.1 General
      1.2.2 Reference standards
  1.3 Assumptions
  1.4 Distinction between principles and application
      rules
  1.5 Terms and Definitions
      1.5.1 General
      1.5.2 Terms relating to masonry
      1.5.3 Terms relating to strength of masonry
      1.5.4 Terms relating to masonry units
      1.5.5 Terms relating to mortar
      1.5.6 Terms relating to concrete infill
      1.5.7 Terms relating to reinforcement
      1.5.8 Terms relating to ancillary components
      1.5.9 Terms relating to mortar joints
      1.5.10 Terms relating to wall types
      1.5.11 Miscellaneous terms
  1.6 Symbols
2 Basis of design
  2.1 Basic requirements
      2.1.1 General
      2.1.2 Reliability
      2.1.3 Design working life and durability
  2.2 Principles of limit state design
  2.3 Basic variables
      2.3.1 Actions
      2.3.2 Design values of actions
      2.3.3 Material and product properties
  2.4 Verification by the partial factor method
      2.4.1 Design values of material properties
      2.4.2 Combination of actions
      2.4.3 Ultimate limit states
      2.4.4 Serviceability limit states
  2.5 Design assisted by testing
3 Materials
  3.1 Masonry Units
      3.1.1 Types and grouping of masonry units
      3.1.2 Properties of masonry units -compressive
             strength
  3.2 Mortar
      3.2.1 Types of masonry mortar
      3.2.2 Specification of masonry mortar
      3.2.3 Properties of mortar
  3.3 Concrete infill
      3.3.1 General
      3.3.2 Specification for concrete infill
      3.2.3 Properties of concrete infill
  3.3 Reinforcing steel
      3.3.1 General
      3.3.2 Properties of reinforcing steel bars
      3.3.3 Properties of prefabricated bed joint
             reinforcement
  3.4 Reinforcing steel
      3.4.1 General
      3.4.2 Properties of reinforcing steel bars
      3.4.3 Properties of prefabricated bed joint
             reinforcement
  3.5 Prestressing steel
  3.6 Mechanical properties of masonry
      3.6.1 Characteristic compressive strength of
             masonry
      3.6.2 Characteristic shear strength of masonry
      3.6.3 Characteristic flexural strength of
             masonry
      3.6.4 Characteristic anchorage strength of
             reinforcement
  3.7 Deformation properties of masonry
      3.7.1 Stress-strain relationship
      3.7.2 Modulus of elasticity
      3.7.3 Shear modulus
      3.7.4 Creep, moisture expansion or shrinkage and
             thermal expansion
  3.8 Ancillary components
      3.8.1 Damp proof courses
      3.8.2 Wall ties
      3.8.3 Straps, hangers and brackets
      3.8.4 Prefabricated lintels
      3.8.5 Prestressing devices
4 Durability
  4.1 General
  4.2 Classification of environmental conditions
  4.3 Durability of masonry
      4.3.1 Masonry units
      4.3.2 Mortar
      4.3.3 Reinforcing steel
      4.3.4 Prestressing steel
      4.3.5 Prestressing devices
      4.3.6 Ancillary components and support angles
  4.4 Masonry below ground
5 Structural analysis
  5.1 General
  5.2 Structural behaviour in accidental situations
      (other than earthquakes and fire)
  5.3 Imperfections
  5.4 Second order effects
  5.5 Analysis of structural members
      5.5.1 Masonry walls subjected to vertical loading
      5.5.2 Reinforced masonry members subjected to
             vertical loading
      5.5.3 Masonry shear walls subjected to shear loading
      5.5.4 Reinforced masonry members subjected to shear
             loading
      5.5.5 Masonry walls subjected to lateral loading
6 Ultimate Limit State
  6.1 Unreinforced masonry walls subjected to mainly vertical
      loading
      6.1.1 General
      6.1.2 Verification of unreinforced masonry walls
             subjected to mainly vertical loading
      6.1.3 Walls subjected to concentrated loads
  6.2 Unreinforced masonry walls subjected to shear loading
  6.3 Unreinforced masonry walls subjected to lateral loading
      6.3.1 General
      6.3.2 Walls arching between supports
      6.3.3 Walls subjected to wind loading
      6.3.4 Walls subjected to lateral loading from earth
             and water
      6.3.5 Walls subjected to lateral loading from
             accidental situations
  6.4 Unreinforced masonry walls subjected to combined
      vertical and lateral loading
      6.4.1 General
      6.4.2 Method using phi factor
      6.4.3 Method using apparent flexural strength
      6.4.4 Method using equivalent bending coefficients
  6.5 Ties
  6.6 Reinforced masonry members subjected to bending,
      bending and axial loading, or axial loading
      6.6.1 General
      6.6.2 Verification of reinforced masonry members
             subjected to bending and/or axial loading
      6.6.3 Flanged Reinforced Members
      6.6.4 Deep beams
      6.6.5 Composite lintels
  6.7 Reinforced masonry members subjected to shear
      loading
      6.7.1 General
      6.7.2 Verification of reinforced masonry walls
             subjected to horizontal loads in the plane
             of the wall
      6.7.3 Verification of reinforced masonry beams
             subjected to shear loading
      6.7.4 Verification of deep beams subjected to shear
             loading
  6.8 Prestressed masonry
      6.8.1 General
      6.8.2 Verification of Members
  6.9 Confined masonry
      6.9.1 General
      6.9.2 Verification of members
7 Serviceability Limit State
  7.1 General
  7.2 Unreinforced masonry walls
  7.3 Reinforced masonry members
  7.4 Prestressed masonry members
  7.5 Confined masonry members
  7.6 Walls subjected to concentrated loads
8 Detailing
  8.1 Masonry details
      8.1.1 Masonry materials
      8.1.2 Minimum thickness of wall
      8.1.3 Minimum area of wall
      8.1.4 Bonding of masonry
      8.1.5 Mortar joints
      8.1.6 Bearings under concentrated loads
  8.2 Reinforcement details
      8.2.1 General
      8.2.2 Cover to reinforcing steel
      8.2.3 Minimum area of reinforcement
      8.2.4 Size of reinforcing steel
      8.2.5 Anchorage and laps
      8.2.6 Restraint of compression reinforcing steel
      8.2.7 Spacing of reinforcing steel
  8.3 Prestressing details
  8.4 Confined masonry details
  8.5 Connection of walls
      8.5.1 Connection of walls to floors and roofs
      8.5.2 Connection between walls
  8.6 Chases and recesses on walls
      8.6.1 General
      8.6.2 Vertical chases and recesses
      8.6.3 Horizontal and inclined chases
  8.7 Damp proof courses
  8.8 Thermal and long term movement
9 Execution
  9.1 General
  9.2 Design of structural members
  9.3 Loading of masonry
Annex A (informative) Consideration of partial factors
        relating to Execution
Annex B (informative) Method for calculating the eccentricity
        of a stability core
Annex C (informative) A simplified method for calculating the
        out-of-plane eccentricity of loading on walls
Annex D (informative) Determination of rho 3 and rho 4
Annex E (informative) Bending moment coefficients, alpha[1],
        in single leaf laterally loaded wall panels of
        thickness less than or equal to 250 mm
Annex F (informative) Limiting height and length to
         thickness ratios for walls under the
         serviceability limit state
Annex G (informative) Reduction factor for slenderness and
        eccentricity
Annex H (informative) Enhancement factor as given in 6.1.3
Annex I (informative) Adjustment of lateral load for walls
        supported on three or four edges subjected to out-
        of-plane horizontal loading and vertical loading
Annex J (informative) Reinforced masonry members subjected
        to shear loading: enhancement of f[vd]