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ÖNORM EN 1996-3|Simplified calculation
EN 1996-3 provides simplified calculation methods to facilitate the design of the following unreinforced masonry walls, subject to certain conditions of application.
Simplified calculation methods are given for :
- walls subjected to vertical loading and wind loading;
- walls subjected to concentrated loads;
- shear walls;
- basement walls subjected to lateral earth pressure and vertical loads;
- walls subjected to vertical loading where the height of the building does not exceed 3 storeys above ground level;
- shear walls where the height of the building does not exceed 3 storeys above ground level.
For those types of structures op parts of structures not covered as above mentioned, the design shall be performed based on Part 1-1. The rules given in Part 3 are consistent with those given in Part 1-1, but are more conservative in respect of the conditions and limitations of their use.
This Part 3 applies only to those masonry structures, or parts thereof, that are described in Part 1-1 and Part 2.
Current Document
ÖNORM EN 1996-3
Eurocode 6: Design of masonry structures - Part 3: Simplified calculation methods for unreinforced masonry structures
ÖNORM | |
Publication: | 2009-12-01 |
Edition 2006-07-01 | |
Further Information & Order: |
National Annex (German only)
ÖNORM B 1996-3
EUROCODE 6: Design of masonry structures - Part 3: Simplified calculation methods for unreinforced masonry structures - National specifications and supplements concerning ÖNORM EN 1996-3
ÖNORM | |
Publication: | 2009-03-01 |
Document superseded: | Edition 2006-11-01 |
Further Information & Order: |
ONR 21996
Design of masonry structures - Simplified calculation methods for unreinforced masonry structures following ÖNORM EN 1996-3 and ÖNORM B 1996-3
ONR | |
Publication: | 2011-03-15 |
Further Information & Order: |