{"id":224217,"date":"2024-10-19T14:34:01","date_gmt":"2024-10-19T14:34:01","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/naa12014-to-bs-en-1993-1-12005a114\/"},"modified":"2024-10-25T08:18:56","modified_gmt":"2024-10-25T08:18:56","slug":"naa12014-to-bs-en-1993-1-12005a114","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/naa12014-to-bs-en-1993-1-12005a114\/","title":{"rendered":"NA+A1:2014 to BS EN 1993-1-1:2005+A1:14"},"content":{"rendered":"
This National Annex gives:<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
5<\/td>\n | \t\tIntroduction \tNA.1\tScope \tNA.2\tNationally Determined Parameters <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | \uea01Table NA.1\u2003Selection of buckling curve for a cross-section\uea02 <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | \uea01Table NA.2\u2003Suggested limits for vertical deflections\uea02 <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | \uea01Table NA.3\u2003Suggested limits for horizontal deflections\uea02 <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | Table NA.4\u2003Scope and conditions of application of execution class \tNA.3\tDecisions on the status of informative annexes <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | \tNA.4\tReferences to non-contradictory complementary information <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | \t\tBibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" UK National Annex to Eurocode 3. Design of steel structures – General rules and rules for buildings<\/b><\/p>\n |