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EUROCODE 6 - DESIGN OF MASONRY STRUCTURES - PART 1-1: GENERAL RULES FOR REINFORCED AND UNREINFORCED MASONRY STRUCTURES
Amended by: BS EN 1996-1-1:2005+A1:2012
Available format(s): Hardcopy, PDF
Language(s): English
Published date: 01-01-2005
Publisher: British Standards Institution
ForewordBackground to the Eurocode programmeStatus and field of application of EurocodesNational Standards implementing EurocodesLinks between Eurocodes and harmonised technical specifications (ENs and ETAs) for productsNational Annex for EN 1996-1-1Section 1 - GeneralSection 2 - Basis of designSection 3 - MaterialsSection 4 - DurabilitySection 5 - Structural analysisSection 6 - Ultimate Limit StateSection 7 - Serviceability Limit StateSection 8 - DetailingSection 9 - ExecutionAnnex A (informative) - Consideration of partial factors relating to ExecutionAnnex B (informative) - Method for calculating the eccentricity of a stability coreAnnex C (informative) - A simplified method for calculating the out-of-plane eccentricity of loading on wallsAnnex 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 mmAnnex F (informative) - Limiting height and length to thickness ratios for walls under the serviceability limit stateAnnex G (informative) - Reduction factor for slenderness and eccentricityAnnex H (informative) - Enhancement factor as given in 6.1.3Annex 1 (informative) - Adjustment of lateral load for walls supported on three or four edges subjected to out-of-plane horizontal loading and vertical loadingAnnex 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.
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