ONORM EN 1996-1-1 : 2013

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]