DIN EN 1993-1-8 NA-2010 National Annex - Nationally determined parameters - Eurocode 3 Design of steel structures - Part 1-8 Design of joints《国家附录 国家制定参数 欧洲规范3 钢结构设计 第1-8部分 连接头设计》.pdf

《DIN EN 1993-1-8 NA-2010 National Annex - Nationally determined parameters - Eurocode 3 Design of steel structures - Part 1-8 Design of joints《国家附录 国家制定参数 欧洲规范3 钢结构设计 第1-8部分 连接头设计》.pdf》由会员分享，可在线阅读，更多相关《DIN EN 1993-1-8 NA-2010 National Annex - Nationally determined parameters - Eurocode 3 Design of steel structures - Part 1-8 Design of joints《国家附录 国家制定参数 欧洲规范3 钢结构设计 第1-8部分 连接头设计》.pdf（20页珍藏版）》请在麦多课文档分享上搜索。

1、 December 2010 E nglish price group 11No 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 91.010.30; 91.080.10!$lnT“173

2、7549www.din.deDDIN EN 1993-1-8/NANational Annex Nationally determined parameters Eurocode 3: Design of steel structures Part 1-8: Design of jointsEnglish translation of DIN EN 1993-1-8/NA:2010-12Nationaler Anhang National festgelegte Parameter Eurocode 3: Bemessung und Konstruktion von Stahlbauten T

3、eil 1-8: Bemessung vonAnschlssenEnglische bersetzung von DIN EN 1993-1-8/NA:2010-12Annexe Nationale Paramtres dtermins au plan national Eurocode 3: Calcul des structures en acier Partie 1-8: Calcul des assemblagesTraduction anglaise de DIN EN 1993-1-8/NA:2010-12Together with DIN EN 1993-1-1:2010-12,

4、 DIN EN 1993-1-1/NA:2010-12, DIN EN 1993-1-3:2010-12,DIN EN 1993-1-3/NA:2010-12, DIN EN 1993-1-5:2010-12, DIN EN 1993-1-5/NA:2010-12,DIN EN 1993-1-8:2010-12, DIN EN 1993-1-9:2010-12, DIN EN 1993-1-9/NA:2010-12,DIN EN 1993-1-10:2010-12, DIN EN 1993-1-10/NA:2010-12, DIN EN 1993-1-11:2010-12 andDIN EN

5、1993-1-11/NA:2010-12 supersedes DIN 18800-1:2008-11;together with DIN EN 1993-1-1:2010-12, DIN EN 1993-1-1/NA:2010-12, DIN EN 1993-1-8:2010-12,DIN EN 1993-1-9:2010-12, DIN EN 1993-1-9/NA:2010-12, DIN EN 1993-1-10:2010-12 andDIN EN 1993-1-10/NA:2010-12 supersedes DIN V ENV 1993-1-1:1993-04, DIN V ENV

6、 1993-1-1/A1:2002-05and DIN V ENV 1993-1-1/A2:2002-05;together with DIN EN 1993-1-1:2010-12, DIN EN 1993-1-1/NA:2010-12, DIN EN 1993-1-8:2010-12,DIN EN 1993-1-11:2010-12 and DIN EN 1993-1-11/NA:2010-12 supersedes DIN 18801:1983-09;together with DIN EN 1993-1-8:2010-12, DIN EN 1993-4-1:2010-12 and DI

7、N EN 1993-4-1/NA:2010-12supersedes DIN 18914:1985-09;together with DIN EN 1993-1-1:2010-12, DIN EN 1993-1-1/NA:2010-12 and DIN EN 1993-1-8:2010-12supersedes DIN 18808:1984-10Supersedes: see belowwww.beuth.deTranslation by DIN-Sprachendienst.In case of doubt, the German-language original shall be con

8、sidered authoritative.Document comprises pages2002.12 DIN EN 1993-1-8/NA:2010-12 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 1993-1-8:2010-12 4 NA.2.1 General . 4 NA.2.2 National provisions. 5 NCI re 1.2 No

9、rmative references 5 NDP re 1.2.6 (Reference standard group 6: Rivets) Note 5 NDP re 2.2(2) Note 5 NCI re 3.1.1 Galvanized bolts 5 NDP re 3.1.1(3) Note . 6 NDP re 3.4.2(1) Note . 6 NCI re 3.5 Blind bolted connections 6 NCI re 3.13.1 Bolted connections made with studs . 6 NCI re 4.5.2 Limit value for

10、 effective throat thickness of fillet welds . 7 NCI re 4.5.3.2(6) 7 NDP re 5.2.1(2) Note . 7 NCI re 6.2.7.1(13) and 6.2.7.1 (14) Contact splice and compression force transfer 7 NDP re 6.2.7.2(9) Note 8 NCI Contact splice and compression force transfer 8 NCI Butt jointing of parts of cross section di

11、ffering in thickness 9 NCI Welding of added flange plates at their ends 10 NCI Joints between flange plates . 10 NCI Annex NA.A (normative) Tightening methods supplementing those described in DIN EN 1090-2 11 NCI NA.A.1 General 11 NCI NA.A.2 Angular momentum method . 11 NCI NA.A.3 Modified torque me

12、thod 11 NCI NA.A.4 Modified combined method 11 NCI NA.A.5 Tables 12 NCI Annex NA.B (normative) Castings, forgings and components made of steels for quenching and tempering 14 NCI NA.B.1 Materials. 14 NCI NA.B.2 Requirements . 14 NCI NA.B.3 Characteristic values . 15 NCI NA.B.4 Welds . 18 NCI NA.B.5

13、Bolted connections 18 NCI Bibliography 20 DIN EN 1993-1-8/NA:2010-12 3 Foreword This document has been prepared by Working Committee NA 005-08-16 AA Tragwerksbemessung of the Normenausschuss Bauwesen (Building and Civil Engineering Standards Committee). This document is the National Annex to DIN EN

14、1993-1-8:2010-12, Eurocode 3: Design of steel structures Part 1-8: Design of joints. European Standard EN 1993-1-8 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 p

15、rovision of individual values and the selection of classes from 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-contrad

16、ictory complementary information (NCI) for the application of DIN EN 1993-1-8:2010-12. This National Annex is an integral part of DIN EN 1993-1-8:2010-12. DIN EN 1993-1-8:2010-12 and this National Annex, DIN EN 1993-1-8/NA:2010-12, partially supersede DIN 18800-1:2008-11, DIN 18801:1993-09, DIN 1880

17、8:1984-10, DIN 18914:1985-09, DIN V ENV 1993-1-1: 1993-04, DIN V ENV 1993-1-1/A1:2002-05, and DIN V ENV 1993-1-1/A2:2002-05. Amendments This document differs from DIN 18800-1:2008-11, DIN 18801:1983-09, DIN 18808:1984-10, DIN 18914:1985-09, DIN V ENV 1993-1-1:1993-04, DIN V ENV 1993-1-1/A1:2002-05,

18、and DIN V ENV 1993-1-1/A2:2002-05 as follows: a) a number of national provisions have been incorporated and are to be taken into account when applying DIN EN 1993-1-8:2010-12. Previous editions DIN 1050: 1934-08, 1937xxxxx-07, 1946-10, 1957x-12, 1968-06 DIN 1073: 1928-04, 1931-09, 1941-01, 1974-07 S

19、upplement to DIN 1073: 1974-07 DIN 1079: 1938-01, 1938-11, 1970-09 DIN 4100: 1931-05, 1933-07, 1934xxxx-08, 1956-12, 1968-12 DIN 4101: 1937xxx-07, 1974-07 DIN 4115: 1950-08 DIN 18800-1: 1981-03, 1990-11, 2008-11 DIN 18800-1/A1: 1996-02 DIN 18801: 1983-09 DIN 18808: 1984-10 DIN 18914: 1985-09 DIN V E

20、NV 1993-1-1: 1993-04 DIN V ENV 1993-1-1/A1: 2002-05 DIN V ENV 1993-1-1/A2: 2002-05 DIN EN 1993-1-8/NA:2010-12 4 NA.1 Scope This National Annex contains national provisions relating to the design of joints in members subject to predominantly static loading using steel grades S235, S275, S355 or S460,

21、 that are to be taken into consideration when applying DIN EN 1993-1-8:2010-12 in Germany. This National Annex is only valid in conjunction with DIN EN 1993-1-8:2010-12. NA.2 National provisions for the application of DIN EN 1993-1-8:2010-12 NA.2.1 General DIN EN 1993-1-8:2010-12 refers to the optio

22、n of choosing Nationally Determined Parameters (NDPs) at the following places in the text. 1.2.6 (Reference standard group 6: Rivets) Note; 2.2(2); 3.1.1(3); 3.4.2(1); 5.2.1(2); 6.2.7.2(9). In addition, NA.2.2 includes non-contradictory complementary information for the application of DIN EN 1993-1-

23、8:2010-12. This information is preceded by the letters “NCI”. 1.2 Normative references; 3.1.1 Galvanized bolts; 3.5 Blind connections; 3.13.1 Bolted connections; 4.5.2 Effective throat thickness of fillet welds; 4.5.3.2(6); 6.2.7.1 (13) and 6.2.7.1(14); Splice and compression load transfer; Butt joi

24、nting of parts of cross section differing in thickness; Welding of added flange plates; Joints between flange plates; Annex NA.A; DIN EN 1993-1-8/NA:2010-12 5 Annex NA.B; Bibliography. NA.2.2 National provisions In the following, the clauses are numbered as in DIN EN 1993-1-8:2010-12. NCI re 1.2 Nor

25、mative references NA DIN 124, Steel round head rivets Nominal diameters from 10 mm to 36 mm NA DIN 302, Countersunk head rivets Nominal diameters 10 mm to 36 mm NA DIN EN 1090-2:2008-12, Execution of steel structures and aluminium structures Part 2: Technical requirements for steel structures NDP re

26、 1.2.6 (Reference standard group 6: Rivets) Note Pending the publication of the relevant European Standard, rivet dimensions shall conform to DIN 124 and DIN 302, whilst rivet materials are to be specified on a case-by-case basis. NDP re 2.2(2) Note The recommended values shall apply. In addition, t

27、he following shall apply: M2,S420 = 1,25, taking was 0,88 instead of 1,0 as in DIN EN 1993-1-8:2010-12, Table 4.1 M2,S460 = 1,25, taking was 0,85 instead of 1,0 as in DIN EN 1993-1-8:2010-12, Table 4.1. The use of injection bolts requires a bauaufsichtlicher Verwendbarkeitsnachweis. NOTE A bauaufsic

28、htlicher Verwendbarkeitsnachweis can take the form of a: European Technical Approval (ETA), German national technical approval (agrment), or permission on a case-by-case basis. NCI re 3.1.1 Galvanized bolts Only complete bolt assemblies with elements (bolts, nuts and washers) originating from one an

29、d the same manufacturer shall be used. Hot dip galvanized bolts of property classes 8.8 and 10.9 and the associated nuts and washers shall only be used if they have been galvanized either at the manufacturers works or by a third party under the responsibility of the manufacturer. Other types of meta

30、llic protective coating may be used provided that their compatibility with steel is ensured, hydrogen embrittlement is precluded and proof of adequate tightening characteristics is provided. Electrogalvanized bolts of property classes 8.8 and 10.9 shall not be used. DIN EN 1993-1-8/NA:2010-12 6 NOTE

31、 1 Electrogalvanizing is another example of a metallic protective coating. It may only be used as the sole means of corrosion protection where bolts are intended for use in dry rooms (cf. corrosion class C1 as in DIN EN ISO 12944-2). NOTE 2 See DIN 267-9 for further information regarding the prevent

32、ion of hydrogen embrittlement. NDP re 3.1.1(3) Note The use of bolts of property classes 4.8, 5.8 and 6.8 is not permitted in structural steelwork. NDP re 3.4.2(1) Note For tightening bolted connections of categories B and C using a preloading force Fp,C= 0,7 fubAsand of category E using the full pr

33、eloading force, the combined method according to DIN EN 1090-2 is to be used. For preloading as a quality assurance measure and for partially preloaded connections of category E, a preloading force up to Fp,C* = 0,7 fybAsmay be used, which may be applied using one of the methods described in Annex A

34、. For securing an assembly against working loose, a preloading force equal to 50 % of Fp,C* is normally deemed sufficient. NCI re 3.5 Blind bolted connections The following specifications apply to assemblies of sizes up to M100. For bolted connections which are not a bolt-nut assembly (e.g. connecti

35、ons using threaded rods and threaded blind holes), the engagement depth may be considered to be adequate if the ratio of engagement depth to external thread diameter satisfies at least the following condition: = (600/fu,k) (0,3+0,4fu,b,k/500), and if fu,k fu,b,k. In the above, fu,k is the characteri

36、stic tensile strength of the component with an internal thread, in N/mm; fu,b,k is the characteristic tensile strength of the component with an external thread, in N/mm. NOTE 1 A more accurate determination of the engagement depth (e.g. that of threaded rods) for blind bolted connections may be carr

37、ied out in accordance with VDI-Richtlinie (VDI Guideline) 2230. NOTE 2 Tightening of bolts as part of the design in blind bolted connections is only permitted if experimental-based verification is provided. For bolted connections which are not a bolt-nut assembly, the specifications relevant to bolt

38、ed connections with bolt-nut assemblies apply as appropriate. NCI re 3.13.1 Bolted connections made with studs Threaded studs and shear connector studs as specified in Table NA.1 shall be used. Threaded studs and shear connector studs not conforming to Table NA.1 shall be analysed as described in DI

39、N EN 1090-2:2008-12, 5.6.12. When determining the design resistance of joints using threaded studs and shear connector studs, the characteristic material strength values specified in Table NA.1 shall be used. DIN EN 1993-1-8/NA:2010-12 7 Table NA.1 Characteristic strength values of threaded stud and

40、 shear connector stud materials 1 2 3 4 Steel grade/property class of stud As specified in Yield strength fy,b,kN/mm Ultimate tensile strength fu,b,kN/mm 1 Property class 4.8 DIN EN ISO 13918 340 420 2 S235J2 and C450 DIN EN ISO 13918 350 450 3 S235JR, S235J0, S235J2, S355J0, S355J2 DIN EN ISO 10025

41、-2 See DIN EN 1993-1-1:2010-12, Table 3.1. NCI re 4.5.2 Limit value for effective throat thickness of fillet welds For flat products and open-section profiles with a material thickness t 3 mm, the effective throat thickness a of fillet welds shall satisfy the following condition: 5,0max ta , (NA.1)

42、with a and t expressed in mm. If the welding conditions permit, the condition under (NA.1) need not be satisfied; however, for a plate thickness, t 30 mm, a should not be less than 5 mm. NOTE Compliance with (NA.1) ensures that the cross sections of the weld and of jointed elements are compatible (c

43、f. 1 and 4). NCI re 4.5.3.2(6) For welds in components with a material thickness over 40 mm, the nominal ultimate tensile strength fuused shall be that for thicknesses up to 40 mm. NDP re 5.2.1(2) Note No further information regarding the classification of joints is provided. NCI re 6.2.7.1(13) and

44、6.2.7.1(14) Contact splice and compression force transfer (1) The compression force normal to the contact splice may be transferred completely by contact in cases b) and c) in Figure NA.1, provided that the faces of the splice are flat (saw cut), misalignment and the angle formed by splice faces (as

45、 illustrated in Figure NA.2) comply with the tolerances specified in DIN EN 1090-2, the splice faces are held in place by fasteners, the splice is formed by profiles of equal cross section. DIN EN 1993-1-8/NA:2010-12 8 Figure NA.1 Examples of contact splices: (a) partial contact; b) and c) full cont

46、act Figure NA.2 Angular deviation and misalignment ( 1/500; e 2 mm) (2) The design compressive strength in the splice face shall be taken as equal to that of the material of the connected components. (3) Analysis of the components to be connected shall make due allowance for forces and moments at th

47、e splice, and the possible occurrence of open joints. Where the components have the same cross-sectional shape at the splice, differing dimensions of cross sections due to the tolerances specified may be ignored. For case c) in Figure NA.1 this only applies if both components originate from the same

48、 delivery length. Otherwise, the design strength shall be reduced to 90 % in the analysis. (4) Tension is to be resisted by providing slip-free or welded joints. (5) Proof shall be provided to ensure that the transfer of shear at the splice is effected by fasteners only, no allowance being made for frictional forces. NOTE More information regarding contact splices will be found in 5. NDP re 6.2.7.2(9) Note DIN EN 1993-1-8:2010-12, Expression (6.2