{"id":217871,"date":"2024-10-19T14:07:55","date_gmt":"2024-10-19T14:07:55","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/na-to-bs-en-1994-1-22005\/"},"modified":"2024-10-25T07:18:51","modified_gmt":"2024-10-25T07:18:51","slug":"na-to-bs-en-1994-1-22005","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/na-to-bs-en-1994-1-22005\/","title":{"rendered":"NA to BS EN 1994-1-2:2005"},"content":{"rendered":"
This National Annex gives:<\/p>\n
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3<\/td>\n | Introduction NA.1 Scope a) the UK decisions for the Nationally Determined Parameters described in the following subclauses of BS EN 1994-1-2:2005. b) the UK decisions on the status of BS EN 1994-1-2:2005 informative annexes; and c) references to non-contradictory complementary information. NA.2 Nationally Determined Parameters NA.2.1 General NA.2.2 Concrete strength classes [BS EN 1994-1-2:2005, 1.1(16)] NA.2.3 Parametric fire exposure [BS EN 1994-1-2:2005, 2.1.3(2)] <\/td>\n<\/tr>\n | ||||||
4<\/td>\n | NA.2.4 Partial factors for the fire situation – Mechanical properties, * M,fi,a, * M,fi,s, * M,fi,c, * M,fi,v [BS EN 1994-1-2:2005, 2.3(1)P] NA.2.5 Partial factors for the fire situation – Thermal properties, * M,fi [BS EN 1994-1-2:2005, 2.3(2)P] NA.2.6 Member analysis and load reduction factors [BS EN 1994-1-2:2005, 2.4.2(3)] NA.2.7 Thermal conductivity of concrete, \u00c6\u00c62 c [BS EN 1994-1-2:2005, 3.3.2(9)] NA.2.8 Use of advanced calculation models [BS EN 1994-1-2:2005, 4.1(1)P] NA.2.9 Buckling length of columns, Lei and Let [BS EN 1994-1-2:2005, 4.3.5.1(10)] NA.3 Decisions on the status of informative annexes NA.4 References to non-contradictory complementary information <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | Bibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" UK National Annex to Eurocode 4. Design of composite steel and concrete structures – General rules – Structural fire design<\/b><\/p>\n |