DIN EN 1993-4-2 NA-2011 National Annex - Nationally determined parameters - Eurocode 3 Design of steel structures - Part 4-2 Tanks《国家附录 国家制定参数 欧洲法规3 钢结构的设计 第4-2部分 罐》.pdf

《DIN EN 1993-4-2 NA-2011 National Annex - Nationally determined parameters - Eurocode 3 Design of steel structures - Part 4-2 Tanks《国家附录 国家制定参数 欧洲法规3 钢结构的设计 第4-2部分 罐》.pdf》由会员分享，可在线阅读，更多相关《DIN EN 1993-4-2 NA-2011 National Annex - Nationally determined parameters - Eurocode 3 Design of steel structures - Part 4-2 Tanks《国家附录 国家制定参数 欧洲法规3 钢结构的设计 第4-2部分 罐》.pdf（5页珍藏版）》请在麦多课文档分享上搜索。

1、May 2011 Translation by DIN-Sprachendienst.English price group 5No part of this translation may be reproduced without prior permission ofDIN Deutsches Institut fr Normung e. V., Berlin. Beuth Verlag GmbH, 10772 Berlin, Germany,has the exclusive right of sale for German Standards (DIN-Normen).ICS 23.

2、020.10; 91.010.30; 91.080.10!$phc“1776964www.din.deDDIN EN 1993-4-2/NANational Annex Nationally determined parameters Eurocode 3: Design of steel structures Part 4-2: TanksEnglish translation of DIN EN 1993-4-2/NA:2011-05Nationaler Anhang National festgelegte Parameter Eurocode 3: Bemessung und Kons

3、truktion von Stahlbauten Teil 4-2: TankbauwerkeEnglische bersetzung von DIN EN 1993-4-2/NA:2011-05Annexe Nationale Paramtres dtermins au plan national Eurocode 3: Calcul des structures en acier Partie 4-2: RservoirsTraduction anglaise de DIN EN 1993-4-2/NA:2011-05Together with DIN EN 1993-4-2:2010-1

4、2, DIN EN 14015:2005-02, DIN EN 14620-1:2006-12,DIN EN 14620-2:2006-12, DIN EN 14620-3:2006-12, DIN EN 14620-4:2006-12 and DIN EN 14620-5:2006-12supersedes DIN 4119-1:1979-06 and DIN 4119-2:1980-02Supersedes: see belowwww.beuth.deDocument comprises 5 pagesIn case of doubt, the German-language origin

5、al shall be considered authoritative.02.12 DIN EN 1993-4-2/NA:2011-05 2 A comma is used as the decimal marker. Contents Page Foreword . 3 NA 1 Scope . 4 NA 2 National provisions for the application of DIN EN 1993-4-2:2010-12 4 NA 2.1 General . 4 NA 2.2 National provisions. 4 DIN EN 1993-4-2/NA:2011-

6、05 3 Foreword This document has been prepared by Working Committee NA 104-01-07 AA Tanks aus metallenen Werkstoffen of the Normenausschuss Bauwesen (Building and Civil Engineering Standards Committee). This document is the National Annex to DIN EN 1993-4-2:2010-12, Eurocode 3: Design of steel struct

7、ures Part 4-2: Tanks. European Standard EN 1993-4-2 allows national safety parameters, referred to as Nationally Determined Parameters (NDPs), to be specified for a number of points. The NDPs cover alternative verification methods, the provision of individual values and the selection of classes from

8、 designated classification systems. The relevant parts of the text are identified in the European Standard by references to the possibility of national choice and are listed in Clause NA 2.1. This National Annex also includes non-contradictory complementary information (NCI) for the application of D

9、IN EN 1993-4-2:2010-12. This National Annex is an integral part of DIN EN 1993-4-2:2010-12. DIN EN 1993-4-2:2010-12 and this National Annex DIN EN 1993-4-2/NA:2011-02, together with DIN EN 14015:2005-02 and DIN EN 14620-1:2006-12 to DIN EN 14620-5:2006-12, supersede DIN 4119-1:1979-06 and DIN 4119-2

10、:1980-02. Amendments This document differs from DIN 4119-1:1979-06 and DIN 4119-2:1980-02 as follows: a) the contents of both standards have been completely revised and now makes up the standards DIN EN 1993-4-2, DIN EN 1993-4-2/NA, DIN EN 14015 and DIN EN 14620-1 to DIN EN 14620-5; b) a number of n

11、ational provisions have been incorporated and are to be taken into account when applying DIN EN 1993-4-2:2010-12; c) the provisions are now limited to steel tanks. Previous editions DIN 4119-1: 1961x-10, 1979-06 DIN 4119-2: 1961x-10, 1980-02 DIN EN 1993-4-2/NA:2011-05 4 NA 1 Scope This National Anne

12、x contains national provisions that are to be taken into consideration when applying DIN EN 1993-4-2:2010-12 in Germany. This National Annex is only valid in conjunction with DIN EN 1993-4-2:2010-12. NA 2 National provisions for the application of DIN EN 1993-4-2:2010-12 NA 2.1 General DIN EN 1993-4

13、-2:2010-12 refers to the option of choosing Nationally Determined Parameters (NDP) at the following places in the text: 2.2(1); 2.2(3); 2.9.2.1(1)P; 2.9.2.1(2)P; 2.9.2.1(3)P; 2.9.2.2(3); 2.9.3(2); 3.3(3); 4.1.4(3); 4.3.1(6); 4.3.1(8). In addition, NA.2.2 includes non-contradictory complementary info

14、rmation for the application of DIN EN 1993-4-2:2010-12. This information is preceded by the letters “NCI”. NA 2.2 National provisions In the following, the clauses are numbered as in DIN EN 1993-4-2:2010-12. Supplementary sections have been added as required. NCI re 1.2 Normative references NA DIN E

15、N 1993-4-2:2010-12, Eurocode 3: Design of steel structures Part 4-2: Tanks NDP re 2.2(1) The following consequence classes are defined (see note in DIN EN 1993-4-2:2010-12, 2.2(3): consequence class 1: agricultural tanks or tanks containing water; consequence class 2: tanks with a capacity of max. 5

16、00 m3with inflammable or water-polluting liquids in urban areas; consequence class 3: all tanks not covered by consequence class 1 and/or consequence class 2. NDP re 2.2(3) The recommended provisions apply. NDP re 2.9.2.1(1)P The provisions in Table NA 1 apply. DIN EN 1993-4-2/NA:2011-05 5 Table NA.

17、1 Values for the partial factors for actions on tanks for persistent and transient design situations and for accidental design situations Design situation Liquid type Values for Fin case of variable actions from liquids Values for Fin case of permanent actions Liquid induced loads during operation T

18、oxic, explosive or dangerous liquids 1,40 1,35 Flammable liquids 1,35 1,35 Other liquids 1,35 1,35 Liquid induced loads during test All liquids 1,00 1,35 Accidental actions All liquids 1,00 - NDP re 2.9.2.1(2)P The provisions in Table NA.1 apply. NDP re 2.9.2.1(3)P The provisions in Table NA.1 apply

19、. NDP re 2.9.2.2(3)P The provisions in Table NA.2 apply. Table NA.2 Partial factors for resistance M0 = 1,10 M1 = 1,10 M2= 1,25 M4 = 1,10 M5 = 1,25 M6 = 1,10 NDP re 2.9.3(2) The recommended provisions apply. NDP re 3.3(3) This National Annex does not contain any further information regarding reduced properties of pressure-vessels where a stability calculation is involved. NDP re 4.1.4(3) The recommended provision applies. NDP re 4.3.1(6) The recommended provision applies. NDP re 4.3.1(8) The recommended provision applies.