DIN EN 1996-1-1/NA:2012-01

Foreword
1 Scope
2 National provisions for the application of
  DIN EN 1996-1-1:2010-12
Annex A - Consideration of partial factors
          relating to execution
Annex B - Method of calculating the eccentricity
          of a stability core
Annex C - A simplified method of calculating the
          out-of-plane eccentricity of loading on walls
Annex D - Determination of [rho][3] and [rho][4]
Annex E - Bending moment coefficients [alpha][2]
          in single leaf laterally loaded wall panels
          of thickness less than or equal to 250 mm
Annex F - Limiting height and length to thickness ratios
          for walls under the serviceability limit state
Annex G - Reduction factor for slenderness and
          eccentricity
Annex H - Enhancement factor as given in 6.1.3
Annex I - Adjustment of lateral load for walls supported
          on three or four edges subjected to out-of-plane
          horizontal loading and vertical loading
Annex J - Reinforced masonry members subjected
          to shear loading: enhancement of f[vd]
Annex K - (informative) Supplementary provisions
          for the analysis of shear walls
Annex L - (normative) Design of natural stone masonry
Annex M - (normative) Amendments to
          the rules for the use of clay masonry
          units according to DIN EN 771-1 given
          in DIN V 20000-401:2005-06

Gives national provisions relating to the design of buildings and civil engineering works constructed of unreinforced and reinforced masonry where the reinforcement is added to provide ductility and strength or increase durability.