I.S. ENV 1996-1-3:1998
Superseded
View Superseded by
EUROCODE 6: DESIGN OF MASONRY STRUCTURES - PART 1-3: GENERAL RULES FOR BUILDINGS - DETAILED RULES ON LATERAL LOADING
Hardcopy , PDF
English
01-01-1998
05-15-2006
For Harmonized Standards, check the EU site to confirm that the Standard is cited in the Official Journal.
Only cited Standards give presumption of conformance to New Approach Directives/Regulations.
Foreword
1 General
1.1 Scope
1.2 Normative references
1.3 Definitions
1.4 Symbols
1.5 Units
2 Basis of design
2.1 General
2.2 Actions
3 Materials
3.1 General
3.2 Characteristic flexural strength of unreinforced
masonry
3.3 Design flexural strength of masonry
4 Design of unreinforced masonry walls
subjected to lateral loads
4.1 Walls subjected to lateral wind loads
4.1.1 General
4.1.2 Support conditions and continuity
4.1.3 Serviceability limit state
4.1.4 Verification of walls supported along edges
4.1.5 Verification of walls arching between supports
4.2 Verification of walls subjected to horizontal
accidental loads (excluding seismic action)
4.2.1 General
4.2.2 Design lateral strength of axially loaded walls
5 Structural detailing
5.1 General
6 Construction
6.1 General
Annex A: Limiting height and length to thickness
ratios for walls for serviceability
Provides information to enable ENV 1996-1-3:1998 to be used for the design of buildings and civil engineering works to be constructed in the UK.
| DocumentType |
Standard
|
| Pages |
27
|
| PublisherName |
National Standards Authority of Ireland
|
| Status |
Superseded
|
| SupersededBy |
| Standards | Relationship |
| ENV 1996-1-3 : 1998 | Identical |
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