I.S. EN 1996-1-1:2005+A1:2012/NA:2010+A1:2014
Current
The latest, up-to-date edition.
Eurocode 6 - Design of masonry structures - Part 1-1: General rules for reinforced and unreinforced masonry structures
Hardcopy , PDF
English
01-05-2014
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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 ρ3 and ρ4
Annex E (informative) Bending moment coefficients, ˜α2™, 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 fvd
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