BS EN 1991-1-6:2005
Current
The latest, up-to-date edition.
Eurocode 1. Actions on structures General actions. Actions during execution
Hardcopy , PDF
English
28-02-2013
FOREWORD
BACKGROUND OF THE EUROCODE PROGRAMME
STATUS AND FIELD OF APPLICATION OF EUROCODES
NATIONAL STANDARDS IMPLEMENTING EUROCODES
LINKS BETWEEN EUROCODES AND HARMONIZED TECHNICAL
SPECIFICATIONS (ENS AND ETAS) FOR PRODUCTS
ADDITIONAL INFORMATION SPECIFIC TO EN 1991-1-6
NATIONAL ANNEX
SECTION 1 GENERAL
1.1 SCOPE
1.2 NORMATIVE REFERENCES
1.3 ASSUMPTIONS
1.4 DISTINCTION BETWEEN PRINCIPLES AND APPLICATION RULES
1.5 TERMS AND DEFINITIONS
1.6 SYMBOLS
SECTION 2 CLASSIFICATION OF ACTIONS
SECTION 3 DESIGN SITUATIONS AND LIMIT STATES
3.1 GENERAL - IDENTIFICATION OF DESIGN SITUATIONS
3.2 ULTIMATE LIMIT STATES
3.3 SERVICEABILITY LIMIT STATES
SECTION 4 REPRESENTATION OF ACTIONS
4.1 GENERAL
4.2 ACTIONS ON STRUCTURAL AND NON-STRUCTURAL MEMBERS
DURING HANDLING
4.3 GEOTECHNICAL ACTIONS
4.4 ACTIONS DUE TO PRESTRESSING
4.5 PRE-DEFORMATIONS
4.6 TEMPERATURE, SHRINKAGE, HYDRATION EFFECTS
4.7 WIND ACTIONS
4.8 SNOW LOADS
4.9 ACTIONS CAUSED BY WATER
4.10 ACTIONS DUE TO ATMOSPHERIC ICING
4.11 CONSTRUCTION LOADS
4.12 ACCIDENTAL ACTIONS
4.13 SEISMIC ACTIONS
ANNEX A1 (NORMATIVE) SUPPLEMENTARY RULES FOR BUILDINGS
A1.1 ULTIMATE LIMIT STATES
A1.2 SERVICEABILITY LIMIT STATES
A1.3 HORIZONTAL ACTIONS
ANNEX A2 (NORMATIVE) SUPPLEMENTARY RULES FOR BRIDGES
A2.1 ULTIMATE LIMIT STATES
A2.2 SERVICEABILITY LIMIT STATES
A2.3 DESIGN VALUES OF DEFLECTIONS
A2.4 SNOW LOADS
A2.5 CONSTRUCTION LOADS
ANNEX B (INFORMATIVE) ACTIONS ON STRUCTURES DURING ALTERATION,
RECONSTRUCTION OR DEMOLITION
BIBLIOGRAPHY
Gives principles and general rules for the determination of actions which should be taken into account during the execution of buildings and civil engineering works.
Committee |
B/525/1
|
DevelopmentNote |
Supersedes DD ENV 1991-2.6. (12/2005) National Annex of this document is also available. See BS EN 1991-1-6 NA. (05/2008) Also available as part of BS KIT 205. (08/2010)
|
DocumentType |
Standard
|
Pages |
32
|
PublisherName |
British Standards Institution
|
Status |
Current
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Supersedes |
EN 1991-1-6 provides principles and general rules for the determination of actions which should be taken into account during the execution of buildings and civil engineering works.
NOTE 1 This part of EN 1991 may be used as guidance for the determination of actions to be taken into account for dif-ferent types of construction works, including structural alterations such as refurbishment and/or partial or full demolition. Further rules and guidance is given in Annexes A1, A2 and B.
NOTE 2 Rules concerning the safety of people in and around the construction site due to matters outside the scope of this European Standard may be defined for the individual project.
The following subjects are dealt with in this part of EN 1991.
Section 1: General
Section 2: Classification of actions
Section 3: Design situations and limit states
Section 4: Representation of actions
Annex A1: Supplementary rules for buildings (normative)
Annex A2: Supplementary rules for bridges (normative)
Annex B: Actions on structures during alteration, reconstruction or demolition (informative)
EN 1991-1-6 also gives rules for the determination of actions which may be used for the design of auxiliary con-struction works as defined in 1.5, needed for the execution of buildings and civil engineering works.
NOTE Design rules for auxiliary construction works may be defined in the National Annex or for the individual project. Guidance may be found in the relevant European standards. For example, design rules for formworks and falseworks are given in EN 12812.
Standards | Relationship |
EN 1991-1-6:2005/AC:2012 | Identical |
UNI EN 1991-1-6 : 2005 | Identical |
SN EN 1991-1-6 : 2005 | Identical |
I.S. EN 1991-1-6:2005 | Identical |
NEN EN 1991-1-6 : 2005 C3 2013 | Identical |
NS EN 1991-1-6 : 2005 AC 2013 | Identical |
DIN EN 1991-1-6:2010-12 | Identical |
NBN EN 1991-1-6 : 2005 COR 2013 | Identical |
EN 1991-1-6:2005/AC:2013 | Identical |
EN 1991-1-6:2005 | Equivalent |
PD 6688-2:2011 | Background to the National Annex to BS EN 1991-2 Traffic loads on bridges |
17/30349707 DC : DRAFT AUG 2017 | BS 5975:2018 - CODE OF PRACTICE FOR TEMPORARY WORKS PROCEDURES AND THE PERMISSIBLE STRESS DESIGN OF FALSEWORK |
BS 6187:2011 | Code of practice for full and partial demolition |
07/30128330 DC : 0 | BS EN 1991-1-7 - NATIONAL ANNEX TO EUROCODE 1 - ACTIONS ON STRUCTURES - PART 1-7: ACCIDENTAL ACTIONS |
15/30301518 DC : 0 | BS 8002 - CODE OF PRACTICE FOR EARTH RETAINING STRUCTURES |
11/30153572 DC : 0 | BS 6187 - CODE OF PRACTICE FOR DEMOLITION AND PARTIAL DEMOLITION, INCLUDING FOR STRUCTURAL REFURBISHMENT |
ISO 12494:2017 | Atmospheric icing of structures |
EN 12812:2008 | Falsework - Performance requirements and general design |
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