I.S. EN 1996-1-1:2005

National Foreword
Foreword
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
Section 1 - General
Section 2 - Basis of design
Section 3 - Materials
Section 4 - Durability
Section 5 - Structural analysis
Section 6 - Ultimate Limit State
Section 7 - Serviceability Limit State
Section 8 - Detailing
Section 9 - Execution
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[2],
        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]
Annex NA (informative) - Irish National Annex to
         Eurocode 6: Design of masonry
         structures - Part 1-1: General rules
         for reinforced and unreinforced masonry
         structures
Introduction
NA.1 Scope
NA.2 Nationally Determined Parameters
Bibliography

Pertains to the design of buildings and civil engineering works, or parts thereof, in unreinforced, reinforced, prestressed and confined masonry.