DIN EN 1996-1-1:2013-02
Eurocode 6: Design of masonry structures - Part 1-1: General rules for reinforced and unreinforced masonry structures; German version EN 1996-1-1:2005+A1:2012 / Note: To be replaced by DIN EN 1996-1-1 (2019-09).
| Fecha edición: |
2013-02-01
En Vigor
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| Idiomas disponibles: | Inglés, Alemán |
| Resumen: | The basis for the design of buildings and civil engineering works in masonry is given in this Part 1-1 of Eurocode 6, which deals with unreinforced masonry and reinforced masonry where the reinforcement is added to provide ductility, strength or improve serviceability. The principles of the design of prestressed masonry and confined masonry are given, but application rules are not provided. This Part is not valid for masonry with a plan area of less than 0,04 m2.(2) For those types of structures not covered entirely, for new structural uses for established materials, for new materials, or where actions and other influences outside normal experience have to be resisted, the principles and application rules given in this EN may be applicable, but may need to be supplemented.(3) Part 1-1 gives detailed rules which are mainly applicable to ordinary buildings. The applicability of these rules may be limited, for practical reasons or due to simplifications; any limits of applicability are given in the text where necessary. |
| Keywords: | Accessories|Air spaces|Basis|Beams|Bending|Bending strength|Boards|Bond|Bricks|Brickwork|Buildings|Categories|Ceilings|Cellars|Classes|Components|Compressive strength|Concretes|Conditions|Connections|Consoles|Construction|Construction engineering works|Construction materials|Construction systems parts|Constructional products|Creep|Cutting forces|Definitions|Design|Determinations|Deviations|Dimensioning|Disks|Ductility|Durability|Earthquakes|Effects|Elastic properties (fluids)|Elongation|Environment|Environmental conditions|Eurocode|Expansions|Fall|Fire safety|Fitness for purpose|Flat lintels|Flaws|Frames|Friction|Frost|Geometry|Height|Insulations|Joints|Kinks|Knees|Layout|Load capacity|Load factor|Loading|Loss|Masonry|Mathematical calculations|Mechanical properties|Modulus of elasticity|Moisture|Mortars|Mounting|Nonreinforced|Openings|Overall heights|Panels|Passages|Pressure of earth|Prestressing steels|Production|Properties|Reduction|Reinforcement|Rim|Roofs|Rules|Safety|Sand|Sealing|Shear modul|Shear strength|Shrinking|Soils|Specification (approval)|Stability|Status|Steels|Strain|Stress|Strips|Structures|Supporting behaviour|Supports|Temperature|Thermal insulation|Treatment|Verification|Walls|Washers|Width|Wind loading |
| ICS: | 91.010.30 - Aspectos técnicos, 91.080.30 - Estructuras de fábrica |
| CTN: | |
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Reemplazo Normas |
Reemplaza a DIN EN 1996-1-1:2010-12 Reemplaza a DIN EN 1996-1-1/A1:2010-10 |
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