NA+A1:2014 to BS EN 1997-1:2004+A1:2013
$142.49
UK National Annex to Eurocode 7. Geotechnical design – General rules
| Published By | Publication Date | Number of Pages |
| BSI | 2014 | 26 |
This National Annex gives:
- 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;
- the procedure to be used where alternative procedures are given in BS EN 1997-1:2004+A1:2013 (see NA.2 first paragraph);
- the UK decisions on the status of BS EN 1997-1:2004+A1:2013 informative annexes (see NA.3); and
- references to non-contradictory complementary information (see NA.4).
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 5 | BmkLanguage |
| 6 | TableĀ NA.1āļæ½Provisions of this National AnnexĀ related to Clauses in BSĀ ENĀ 1997ā1:2004+A1:2013Ā where ānational choiceā is to be exercised |
| 14 | TableĀ A.NA.1 Partial factors on Actions (cF) for the equilibrium (EQU) limit state TableĀ A.NA.2 Partial factors for soil parameters (cM) for the EQU limit state |
| 15 | TableĀ A.NA.3 Partial factors on actions (cF) or the effects of actions (cE) for the structural (STR) and geotechnical (GEO) limit states TableĀ A.NA.4 Partial factors for soil parameters (cM) for the STRĀ and GEO limit state |
| 16 | TableĀ A.NA.5 Partial resistance factors (cR) for spread footings for the STRĀ and GEO limit states TableĀ A.NA.6 Partial resistance factors (cR) for driven piles for the STRĀ and GEO limit states |
| 17 | TableĀ A.NA.7 Partial resistance factors (cR) for bored piles for the STRĀ and GEO limit states TableĀ A.NA.8 Partial resistance factors (cR) for continuous flight auger CFA piles for the STRĀ and GEO limit states |
| 18 | TableĀ A.NA.9āļæ½Correlation 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) TableĀ A.NA.10āļæ½Correlation 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) TableĀ A.NA.11āļæ½Correlation 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 | TableĀ A.NA.13 Partial resistance factors for retaining structures at the STRĀ and GEO limit states TableĀ A.NA.14 Partial resistance factors for slopes and overall stability at the STRĀ and GEO limit states TableĀ A.NA.15 Partial factors on actions (cF) at the UPL limit states |
| 20 | TableĀ A.NA.16 Partial factors for soil parameters (cM) and resistances (cR) at the uplift (UPL) limitĀ state TableĀ 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.20āļæ½Values depending on anchor test method for persistent and transient design situations at the ultimate limit state and for serviceability limit states Table A.NA.21āļæ½Limiting criteria for investigation, suitability and acceptance tests for persistent and transient design situations at the ultimate and serviceability limit states |
