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