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NA+A1:2014 to BS EN 1997-1:2004+A1:2013

NA+A1:2014 to BS EN 1997-1:2004+A1:2013

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UK National Annex to Eurocode 7. Geotechnical design – General rules

Published By Publication Date Number of Pages
BSI 2014 26
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This National Annex gives:

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

    2.1(8)P

    2.4.6.1(4)P

    2.4.6.2(2)P

    2.4.7.1(2)P

    2.4.7.1(3)

    2.4.7.2(2)P

    2.4.7.3.2(3)P

    2.4.7.3.3(2)P

    2.4.7.3.4.1(1)P

    2.4.7.4(3)P

    2.4.7.5(2)P

    2.4.8(2)

    2.4.9(1)P

    2.5(1)

    7.6.2.2(8)P

    7.6.2.2(14)P

    7.6.2.3(4)P

    7.6.2.3(5)P

    7.6.2.4(4)P

    7.6.3.2(2)P

    7.6.3.2(5)P

    7.6.3.3(3)P

    7.6.3.3(4)P

    7.6.3.3(6)

    8.4(6)P

    8.4(7)P

    8.5.1 (1)P

    8.5.1(2)P

    8.5.2(1)P

    8.5.2(2)P

    8.5.2(3)P

    8.5.2(5)P

    8.5.3(1)P

    8.5.3(2)P

    8.5.3(3)P

    8.5.3(4)P

    8.6.2(2)P

    8.6.2(3)P

    11.5.1(1)P

    and the following subclauses in Annex A of BS EN 1997-1:2004+A1:2013:

    • A.2.1, A.2.2
    • 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
    • A.4.1. A.4.2
    • A.5
    • A.6;
  2. the procedure to be used where alternative procedures are given in BS EN 1997-1:2004+A1:2013 (see NA.2 first paragraph);
  3. the UK decisions on the status of BS EN 1997-1:2004+A1:2013 informative annexes (see NA.3); and
  4. references to non-contradictory complementary information (see NA.4).

PDF Catalog

PDF Pages PDF Title
5 BmkLanguage
6 Table NA.1 �Provisions of this National Annex related to Clauses in BS EN 1997‑1:2004+A1:2013 where “national choice” is to be exercised
14 Table A.NA.1 Partial factors on Actions (cF) for the equilibrium (EQU) limit state
Table A.NA.2 Partial factors for soil parameters (cM) for the EQU limit state
15 Table A.NA.3 Partial factors on actions (cF) or the effects of actions (cE) for the structural (STR) and geotechnical (GEO) limit states
Table A.NA.4 Partial factors for soil parameters (cM) for the STR and GEO limit state
16 Table A.NA.5 Partial resistance factors (cR) for spread footings for the STR and GEO limit states
Table A.NA.6 Partial resistance factors (cR) for driven piles for the STR and GEO limit states
17 Table A.NA.7 Partial resistance factors (cR) for bored piles for the STR and GEO limit states
Table A.NA.8 Partial resistance factors (cR) for continuous flight auger CFA piles for the STR and GEO limit states
18 Table A.NA.9 �Correlation 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 A.NA.10 �Correlation 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 A.NA.11 �Correlation 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)
19 Table A.NA.13 Partial resistance factors for retaining structures at the STR and GEO limit states
Table A.NA.14 Partial resistance factors for slopes and overall stability
at the STR and GEO limit states
Table A.NA.15 Partial factors on actions (cF) at the UPL limit states
20 Table A.NA.16 Partial factors for soil parameters (cM) and resistances (cR) at the uplift (UPL) limit state
Table A.NA.17 Partial factors on actions (cF) at the Hydraulic Heave (HYD) limit state
21 Table A.NA.18 Partial factors on actions and action effects for persistent and transient design situations at the ultimate limit state
Table A.NA.19 Partial resistance factors (ca;ULS) for anchors in ultimate limit state for persistent and transient design situations
22 Table A.NA.20 �Values 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 �Limiting criteria for investigation, suitability and acceptance tests for persistent and transient design situations at the ultimate and serviceability limit states

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