{"id":424159,"date":"2024-10-20T06:50:22","date_gmt":"2024-10-20T06:50:22","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bsi-23-30464833-dc-2023\/"},"modified":"2024-10-26T12:50:44","modified_gmt":"2024-10-26T12:50:44","slug":"bsi-23-30464833-dc-2023","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bsi-23-30464833-dc-2023\/","title":{"rendered":"BSI 23\/30464833 DC 2023"},"content":{"rendered":"
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
1<\/td>\n | 30464833_Form 36 <\/td>\n<\/tr>\n | ||||||
3<\/td>\n | 30464833_text Introduction NA.1 Scope NA.2 Nationally determined parameters NA.2.1 Ultimate limit states [BS EN 1996-1-1, 4.4.4(2)] <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | NA.2.2 Specification and grouping of masonry units [BS EN 1996-1-1, 5.1.2(4)] NA.2.3 Specification of masonry mortar [BS EN 1996-1-1, 5.2.2(2)] NA.2.3.1 Mortars <\/td>\n<\/tr>\n | ||||||
6<\/td>\n | NA.2.3.2 Cement <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | NA.2.3.3 Lime NA.2.3.4 Fine aggregates (sand) and other aggregates NA.2.3.5 Admixtures and additions NA.2.4 Characteristic compressive strength of non-shell bedded masonry [BS EN 1996-1-1, 5.7.1.2(1)] <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | NA.2.5 Characteristic compressive strength of non-shell bedded masonry, based on tests [BS EN 1996-1-1, 5.7.1.3(2)] NA.2.6 Characteristic shear strength of masonry [BS EN 1996-1-1, 5.7.2.1(1)] NA.2.7 Characteristic shear strength of masonry [BS EN 1966-1-1, 5.7.2.1(2)] NA.2.8 Characteristic initial shear strength [BS EN 1996-1-1, 5.7.2.2(4)] <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | NA.2.9 Characteristic flexural strength of masonry [BS EN 1996-1-1, 5.7.4(4)] <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | NA.2.10 Modulus of elasticity [BS EN 1996-1-1, 5.8.2(3)] NA.2.11 Creep, moisture expansion or shrinkage and thermal expansion [BS EN 1996-1-1, 5.8.4(3)] NA.2.12 Reinforcing steel [BS EN 1996-1-1, 6.3.3(2)] <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | NA.2.13 Reinforcing steel [BS EN 1996-1-1, 6.3.3(3)] <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | NA.2.14 Effective thickness of masonry walls [BS EN 1996-1-1, 7.5.1.4(4)] NA.2.15 In-plane shear resistance [BS EN 1996-1-1, 8.3.1(2)] NA.2.16 In-plane shear resistance [BS EN 1996-1-1, 8.10.3.1(2)] NA.2.17 Minimum thickness of wall [BS EN 1996-1-1, 10.1.2(2)] NA.2.18 Cavity and veneer walls [BS EN 1996-1-1, 10.5.2.2(2)] <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | NA.2.19 Double-leaf and collar jointed walls [BS EN 1996-1-1, 10.5.2.3(2)] NA.2.20 Vertical chases and recesses [BS EN 1996-1-1, 10.6.2(1)] NA.3 Decisions on the status of the informative annexes NA.4 References to non-contradictory complementary information <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" NA toBS EN 1996-1-1. UK National Annex to Eurocode 6. Design of masonry structures – Part 1-1. General rules for reinforced and unreinforced masonry structures<\/b><\/p>\n |