{"id":218677,"date":"2024-10-19T14:11:14","date_gmt":"2024-10-19T14:11:14","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/naa12014-to-bs-en-1997-12004a12013\/"},"modified":"2024-10-25T07:26:37","modified_gmt":"2024-10-25T07:26:37","slug":"naa12014-to-bs-en-1997-12004a12013","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/naa12014-to-bs-en-1997-12004a12013\/","title":{"rendered":"NA+A1:2014 to BS EN 1997-1:2004+A1:2013"},"content":{"rendered":"

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

    \n
  1. the UK decisions for the Nationally Determined Parameters (see NA.2<\/b>) described in the following subclauses in the body of BS EN 1997-1:2004+A1:2013:\n

    2.1<\/b>(8)P<\/p>\n

    2.4.6.1<\/b>(4)P<\/p>\n

    2.4.6.2<\/b>(2)P<\/p>\n

    2.4.7.1<\/b>(2)P<\/p>\n

    2.4.7.1<\/b>(3)<\/p>\n

    2.4.7.2<\/b>(2)P<\/p>\n

    2.4.7.3.2<\/b>(3)P<\/p>\n

    2.4.7.3.3<\/b>(2)P<\/p>\n

    2.4.7.3.4.1<\/b>(1)P<\/p>\n

    2.4.7.4<\/b>(3)P<\/p>\n

    2.4.7.5<\/b>(2)P<\/p>\n

    2.4.8<\/b>(2)<\/p>\n

    2.4.9<\/b>(1)P<\/p>\n

    2.5<\/b>(1)<\/p>\n

    7.6.2.2<\/b>(8)P<\/p>\n

    7.6.2.2<\/b>(14)P<\/p>\n

    7.6.2.3<\/b>(4)P<\/p>\n

    7.6.2.3<\/b>(5)P<\/p>\n

    7.6.2.4<\/b>(4)P<\/p>\n

    7.6.3.2<\/b>(2)P<\/p>\n

    7.6.3.2<\/b>(5)P<\/p>\n

    7.6.3.3<\/b>(3)P<\/p>\n

    7.6.3.3<\/b>(4)P<\/p>\n

    7.6.3.3<\/b>(6)<\/p>\n

    8.4<\/b>(6)P<\/p>\n

    8.4<\/b>(7)P<\/p>\n

    8.5.1 <\/b>(1)P<\/p>\n

    8.5.1<\/b>(2)P<\/p>\n

    8.5.2<\/b>(1)P<\/p>\n

    8.5.2<\/b>(2)P<\/p>\n

    8.5.2<\/b>(3)P<\/p>\n

    8.5.2<\/b>(5)P<\/p>\n

    8.5.3<\/b>(1)P<\/p>\n

    8.5.3<\/b>(2)P<\/p>\n

    8.5.3<\/b>(3)P<\/p>\n

    8.5.3<\/b>(4)P<\/p>\n

    8.6.2<\/b>(2)P<\/p>\n

    8.6.2<\/b>(3)P<\/p>\n

    11.5.1<\/b>(1)P<\/p>\n

    and the following subclauses in Annex A of BS EN 1997-1:2004+A1:2013:<\/p>\n

      \n
    • A.2.1, A.2.2<\/b><\/li>\n
    • A.3.1, A.3.2, A.3.3.1, A.3.3.2, A.3.3.3, A.3.3.5, A.3.3.6<\/b><\/li>\n
    • A.4.1. A.4.2<\/b><\/li>\n
    • A.5<\/b><\/li>\n
    • A.6<\/b>;<\/li>\n<\/ul>\n<\/li>\n
    • the procedure to be used where alternative procedures are given in BS EN 1997-1:2004+A1:2013 (see NA.2<\/b> first paragraph);<\/li>\n
    • the UK decisions on the status of BS EN 1997-1:2004+A1:2013 informative annexes (see NA.3<\/b>); and<\/li>\n
    • references to non-contradictory complementary information (see NA.4<\/b>).<\/li>\n<\/ol>\n

      PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n
      PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
      5<\/td>\nBmkLanguage <\/td>\n<\/tr>\n
      6<\/td>\nTable\u00a0NA.1\u2003\ufffdProvisions of this National Annex\u00a0related to Clauses in BS\u00a0EN\u00a01997\u20111:2004+A1:2013\u00a0where \u201cnational choice\u201d is to be exercised <\/td>\n<\/tr>\n
      14<\/td>\n\tTable\u00a0A.NA.1\tPartial factors on Actions (cF) for the equilibrium (EQU) limit state
      \tTable\u00a0A.NA.2\tPartial factors for soil parameters (cM) for the EQU limit state <\/td>\n<\/tr>\n
      15<\/td>\n\tTable\u00a0A.NA.3\tPartial factors on actions (cF) or the effects of actions (cE) for the structural (STR) and geotechnical (GEO) limit states
      \tTable\u00a0A.NA.4\tPartial factors for soil parameters (cM) for the STR\u00a0and GEO limit state <\/td>\n<\/tr>\n
      16<\/td>\n\tTable\u00a0A.NA.5\tPartial resistance factors (cR) for spread footings for the STR\u00a0and GEO limit states
      \tTable\u00a0A.NA.6\tPartial resistance factors (cR) for driven piles for the STR\u00a0and GEO limit states <\/td>\n<\/tr>\n
      17<\/td>\n\tTable\u00a0A.NA.7\tPartial resistance factors (cR) for bored piles for the STR\u00a0and GEO limit states
      \tTable\u00a0A.NA.8\tPartial resistance factors (cR) for continuous flight auger CFA piles for the STR\u00a0and GEO limit states <\/td>\n<\/tr>\n
      18<\/td>\nTable\u00a0A.NA.9\u2003\ufffdCorrelation factors (n) to derive characteristic values of the resistance of axially loaded piles from static pile load tests (where n is the number of tested piles)
      Table\u00a0A.NA.10\u2003\ufffdCorrelation factors (n) to derive characteristic values of the resistance of axially loaded piles from ground test results (where n is the number of profiles of ground tests)
      Table\u00a0A.NA.11\u2003\ufffdCorrelation factors (n) to derive characteristic values of the resistance of axially loaded piles from dynamic impact tests (where n is the number of tested piles) <\/td>\n<\/tr>\n
      19<\/td>\n\tTable\u00a0A.NA.13\tPartial resistance factors for retaining structures at the STR\u00a0and GEO limit states
      \tTable\u00a0A.NA.14\tPartial resistance factors for slopes and overall stability
      \nat the STR\u00a0and GEO limit states
      \tTable\u00a0A.NA.15\tPartial factors on actions (cF) at the UPL limit states <\/td>\n<\/tr>\n
      20<\/td>\n\tTable\u00a0A.NA.16\tPartial factors for soil parameters (cM) and resistances (cR) at the uplift (UPL) limit\u00a0state
      \tTable\u00a0A.NA.17\tPartial factors on actions (cF) at the Hydraulic Heave (HYD) limit state <\/td>\n<\/tr>\n
      21<\/td>\n\tTable A.NA.18\tPartial factors on actions and action effects for persistent and transient design situations at the ultimate limit state
      \tTable A.NA.19\tPartial resistance factors (ca;ULS) for anchors in ultimate limit state for persistent and transient design situations <\/td>\n<\/tr>\n
      22<\/td>\nTable A.NA.20\u2003\ufffdValues depending on anchor test method for persistent and transient design situations at the ultimate limit state and for serviceability limit states
      Table A.NA.21\u2003\ufffdLimiting criteria for investigation, suitability and acceptance tests for persistent and transient design situations at the ultimate and serviceability limit states <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

      UK National Annex to Eurocode 7. Geotechnical design – General rules<\/b><\/p>\n\n\n\n\n
      Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
      BSI<\/b><\/a><\/td>\n2014<\/td>\n26<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":218679,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[1225,2641],"product_tag":[],"class_list":{"0":"post-218677","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\/218677","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\/218679"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=218677"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=218677"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=218677"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}