NA to BS EN 1991-1-6:2005:2008 Edition
$50.69
UK National Annex to Eurocode 1. Actions on structures – General actions – Actions during execution
| Published By | Publication Date | Number of Pages |
| BSI | 2008 | 10 |
This National Annex gives:
- the UK decisions for the Nationally Determined Parameters described in the following subclauses of BS EN 1991-1-6:2005:
1.1(3)
2.2(4) Note 1/2
3.1(1)P
3.1(5) Notes 1 and 2
3.1(7)
3.1(8) Note 1
3.3(2)
3.3(6)
4.9(6) Note 2
4.10(1)P
4.11.1(2) Table 4.1/2
4.11.2(1) Note 2
4.12(1)P Note 2
4.12(2)
4.12(3)
4.13(2)
Annex A, A1.1(1) Note 2
Annex A, A1.3(2)
Annex A, A2.3(1) Note 1
Annex A, A2.4(2)
Annex A, A2.4(3)
Annex A, A2.5(2)
Annex A, A2.5(3) Note 1
/2 Not 2 (4) as in BS EN 1991-1-6:2005
/2 Not 4.11.1 (1) Table 4.1 as in BS EN 1991-1-6:2005
- the decisions on the status of BS EN 1991-1-6:2005 informative Annex B (see NA.3);
- references to non-contradictory complementary information (see NA.4).
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 3 | National Annex (informative) to BS EN 1991-1-6:2005, Eurocode 1: Actions on structures – Part 1-6: General actions – Actions during execution Introduction NA.1 Scope a) the UK decisions for the Nationally Determined Parameters described in the following subclauses of BS EN 1991-1-6:2005: |
| 4 | b) the decisions on the status of BS EN 1991-1-6:2005 informative Annex B (see NA.3); c) references to non-contradictory complementary information (see NA.4). NA.2 Nationally determined parameters NA.2.1 Design rules for auxiliary construction works NA.2.2 Positioning of construction loads classified as “free” NA.2.3 Design situations corresponding to wind actions during storm conditions NA.2.4 Return periods for the determination of the characteristic values of variable actions during execution NA.2.5 Minimum wind speed during execution NA.2.6 Rules for the combination of snow loads and wind actions with construction loads |
| 5 | NA.2.7 Rules concerning imperfections in the geometry of the structure NA.2.8 Criteria associated with serviceability limit states during execution NA.2.9 Serviceability requirements for auxiliary construction works NA.2.10 Actions due to ice, including floating ice NA.2.11 Actions due to atmospheric icing NA.2.12 Recommended characteristic values of construction loads Qca and Qcb |
| 6 | NA.2.13 Construction loads during the casting of concrete NA.2.14 Dynamic effects due to accidental actions NA.2.15 Dynamic effects due to falls of equipment NA.2.16 Design values of human impact loads NA.2.17 Seismic actions NA.2.18 Representative values of the variable actions due to construction loads NA.2.19 Characteristic values of equivalent horizontal forces [see |
| 7 | NA.2.20 Design values of vertical deflections for the incremental launching of bridges NA.2.21 Reduction of the characteristic value of snow loads NA.2.22 Reduced values of characteristic snow loads for the verification of static equilibrium NA.2.23 Design values of horizontal friction forces NA.2.24 Determination of friction coefficients µmin and µmax NA.3 Decisions on the status of the informative annexes NA.3.1 Actions on structures during alteration, reconstruction or demolition [BS EN 1991-1-6:2005, Annex B] |
| 8 | NA.4 References to non-contradictory complementary information |
| 9 | Bibliography [1] NASC TG 20 05, Technical Guidance on the use of BS EN 12811-1; Guide to Good Practice for Scaffolding with Tubes and Fittings. National Access and Scaffolding Confederation, London, 2005 [2] BCSA Publication No. 39/05, Guide to steel erection in windy conditions, British Constructional Steelwork Association, London, 2005 |
Related products
-
BS EN 1991-1-6:2005:2013 Edition
Eurocode 1. Actions on structures – General actions. Actions during execution Published By Publication Date…
-
BS EN 1991-1-6:2005:2013 Edition
Eurocode 1. Actions on structures – General actions. Actions during execution Published By Publication Date…
