{"id":218107,"date":"2024-10-19T14:08:54","date_gmt":"2024-10-19T14:08:54","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/na-to-bs-en-1991-1-62005\/"},"modified":"2024-10-25T07:21:03","modified_gmt":"2024-10-25T07:21:03","slug":"na-to-bs-en-1991-1-62005","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/na-to-bs-en-1991-1-62005\/","title":{"rendered":"NA to BS EN 1991-1-6:2005"},"content":{"rendered":"
This National Annex gives:<\/p>\n
\n1.1<\/b>(3)<\/p>\n
2.2<\/b>(4) Note 1\/2<\/p>\n
3.1<\/b>(1)P<\/p>\n
3.1<\/b>(5) Notes 1 and 2<\/p>\n
3.1<\/b>(7)<\/p>\n
3.1<\/b>(8) Note 1<\/p>\n
3.3<\/b>(2)<\/p>\n
3.3<\/b>(6)<\/p>\n
4.9<\/b>(6) Note 2<\/p>\n
4.10<\/b>(1)P<\/p>\n
4.11.1<\/b>(2) Table 4.1\/2<\/p>\n
4.11.2<\/b>(1) Note 2<\/p>\n
4.12<\/b>(1)P Note 2<\/p>\n
4.12<\/b>(2)<\/p>\n
4.12<\/b>(3)<\/p>\n
4.13<\/b>(2)<\/p>\n
Annex A, A1.1<\/b>(1) Note 2<\/p>\n
Annex A, A1.3<\/b>(2)<\/p>\n
Annex A, A2.3<\/b>(1) Note 1<\/p>\n
Annex A, A2.4<\/b>(2)<\/p>\n
Annex A, A2.4<\/b>(3)<\/p>\n
Annex A, A2.5<\/b>(2)<\/p>\n
Annex A, A2.5<\/b>(3) Note 1<\/p>\n<\/blockquote>\n
\/2 Not 2 (4) as in BS EN 1991-1-6:2005<\/i><\/p>\n
\/2 Not 4.11.1 (1) Table 4.1 as in BS EN 1991-1-6:2005<\/i><\/p>\n<\/li>\n
- the decisions on the status of BS EN 1991-1-6:2005 informative Annex B (see NA.3<\/b>);<\/li>\n
- references to non-contradictory complementary information (see NA.4<\/b>).<\/li>\n<\/ol>\n
PDF Catalog<\/h4>\n
\n
\n PDF Pages<\/th>\n PDF Title<\/th>\n<\/tr>\n \n 3<\/td>\n 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: <\/td>\n<\/tr>\n\n 4<\/td>\n 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 \u201cfree\u201d
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 <\/td>\n<\/tr>\n\n 5<\/td>\n 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 <\/td>\n<\/tr>\n\n 6<\/td>\n 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 <\/td>\n<\/tr>\n\n 7<\/td>\n 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 \u00b5min and \u00b5max
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] <\/td>\n<\/tr>\n\n 8<\/td>\n NA.4 References to non-contradictory complementary information <\/td>\n<\/tr>\n \n 9<\/td>\n 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 <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"UK National Annex to Eurocode 1. Actions on structures – General actions – Actions during execution<\/b><\/p>\n
\n\n
\n Published By<\/td>\n Publication Date<\/td>\n Number of Pages<\/td>\n<\/tr>\n \n BSI<\/b><\/a><\/td>\n 2008<\/td>\n 10<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":218108,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[1225,2641],"product_tag":[],"class_list":{"0":"post-218107","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-91-010-30","7":"product_cat-bsi","9":"first","10":"instock","11":"sold-individually","12":"shipping-taxable","13":"purchasable","14":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/218107","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/218108"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=218107"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=218107"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=218107"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}