Eurocode 6 : Design of masonry structures Part 1-1: General rules for reinforced and unreinforced masonry structures
BS EN 1996-1-1:2005 +A1:2012
British standards institution
- London British Standards Institution c2013.
- 115 p. ; ill. ; 30 cm.
- British standard .
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 1 (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]
Pertains to the design of buildings and civil engineering works, or parts thereof, in unreinforced, reinforced, prestressed and confined masonry.