{"id":217872,"date":"2024-10-19T14:07:55","date_gmt":"2024-10-19T14:07:55","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/na-to-bs-en-1994-22005\/"},"modified":"2024-10-25T07:18:51","modified_gmt":"2024-10-25T07:18:51","slug":"na-to-bs-en-1994-22005","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/na-to-bs-en-1994-22005\/","title":{"rendered":"NA to BS EN 1994-2:2005"},"content":{"rendered":"

This National Annex gives:<\/p>\n

    \n
  1. the UK decisions for the Nationally Determined Parameters:\n
      \n
    1. in the general rules described in the following subclauses of BS EN 1994-2:2005, which come from BS EN 1994-1-1:2004:\n
        \n
      • 2.4.1.1<\/b> (1)<\/li>\n
      • 2.4.1.2<\/b> (5)P<\/li>\n
      • 6.6.3.1<\/b> (1)<\/li>\n<\/ul>\n<\/li>\n
      • in the specific rules for bridges described in the following subclauses of BS EN 1994-2:2005:\n
          \n
        • 1.1.3<\/b> (3)<\/li>\n
        • 2.4.1.2<\/b> (6)P<\/li>\n
        • 5.4.4<\/b> (1)<\/li>\n
        • 6.2.1.5<\/b> (9)<\/li>\n
        • 6.2.2.5<\/b> (3)<\/li>\n
        • 6.3.1<\/b> (1)<\/li>\n
        • 6.6.1.1<\/b> (13)<\/li>\n
        • 6.8.1<\/b> (3)<\/li>\n
        • 6.8.2<\/b> (1)<\/li>\n
        • 7.4.1<\/b> (4)<\/li>\n
        • 7.4.1<\/b> (6)<\/li>\n
        • 8.4.3<\/b> (3)<\/li>\n<\/ul>\n<\/li>\n<\/ol>\n

          NOTE See foreword to EN 1994-2:2005.<\/i><\/p>\n<\/li>\n

        • the UK decision on the status of BS EN 1994-2:2005, informative Annex C; and<\/li>\n
        • references to non-contradictory complementary information.<\/li>\n<\/ol>\n

          PDF Catalog<\/h4>\n\n\n\n\n\n\n\n
          PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
          3<\/td>\nIntroduction
          NA.1 Scope
          a) the UK decisions for the Nationally Determined Parameters:
          2) in the specific rules for bridges described in the following subclauses of BS EN 1994-2:2005:
          b) the UK decision on the status of BS EN 1994-2:2005, informative Annex C; and
          c) references to non-contradictory complementary information.
          NA.2 Nationally Determined Parameters
          NA.2.1 Reference to guidance for shear connectors other than welded headed studs [BS EN 1994-2:2005, 1.1.3 (3)] <\/td>\n<\/tr>\n
          4<\/td>\nNA.2.2 Partial factor for pre-stressing action, gP [BS EN 1994-2:2005, 2.4.1.1 (1)]
          NA.2.3 Partial factor for design shear resistance of a headed stud, gV [BS EN 1994-2:2005, 2.4.1.2 (5)P]
          NA.2.4 Partial factor for fatigue strength of studs in shear, gMf,s [BS EN 1994-2:2005, 2.4.1.2 (6)P]
          NA.2.5 Combination factor for global and local action effects [BS EN 1994-2:2005, 5.4.4 (1)]
          NA.2.6 Choice of the methods for calculating elastic resistance to bending [BS EN 1994-2:2005, 6.2.1.5 (9)]
          NA.2.7 Values of CRd,c and k1 for concrete flanges in tension [BS EN 1994-2:2005, 6.2.2.5 (3)]
          NA.2.8 Reference to rules for transverse filler beams [BS EN 1994-2:2005, 6.3.1 (1)] <\/td>\n<\/tr>\n
          5<\/td>\nNA.2.9 Shear connection [BS EN 1994-2:2005, 6.6.1.1 (13)]
          NA.2.10 Partial factor for design shear resistance of a headed stud, gV [BS EN 1994-2:2005, 6.6.3.1 (1)]
          NA.2.11 Reduction factor for the shear resistance of a stud connector, ks [BS EN 1994-2:2005, 6.8.1 (3)]
          NA.2.12 Partial factor for fatigue strength of studs in shear, gMf,s [BS EN 1994-2:2005, 6.8.2 (1)]
          NA.2.13 Design value of crack width, wk, and the combination of actions [BS EN 1994-2:2005, 7.4.1 (4)]
          NA.2.14 Specific measures to limit the heat of hydration of cement and the temperature difference to be considered [BS EN 1994-2:2005, 7.4.1 (6)]
          NA.2.15 Shear connection and transverse reinforcement [BS EN 1994-2:2005, 8.4.3 (3)] <\/td>\n<\/tr>\n
          6<\/td>\nNA.3 Decision on the status of informative annexes [BS EN 1994-2:2005, Annex C, Headed studs that cause splitting forces in the direction of the slab thickness]
          NA.4 References to non-contradictory complementary information <\/td>\n<\/tr>\n
          7<\/td>\nBibliography <\/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 and rules for bridges<\/b><\/p>\n\n\n\n\n
          Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
          BSI<\/b><\/a><\/td>\n2007<\/td>\n8<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":217877,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[1225,2641],"product_tag":[],"class_list":{"0":"post-217872","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\/217872","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\/217877"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=217872"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=217872"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=217872"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}