1、December 2010 Translation by DIN-Sprachendienst.English price group 6No 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).IC
2、S 91.010.30; 91.080.10; 91.080.40!$log“1737668www.din.deDDIN EN 1994-1-1/NANational Annex Nationally determined parameters Eurocode 4: Design of composite steel and concrete structures Part 1-1: General rules and rules for buildingsEnglish translation of DIN EN 1994-1-1/NA:2010-12Nationaler Anhang N
3、ational festgelegte Parameter Eurocode 4: Bemessung und Konstruktion von Verbundtragwerken aus Stahl und Beton Teil 1-1: Allgemeine Bemessungsregeln und Anwendungsregeln fr den HochbauEnglische bersetzung von DIN EN 1994-1-1/NA:2010-12Annexe Nationale Paramtres dtermins au plan national Eurocode 4:
4、Calcul des structures mixtes acier-bton Partie 1-1: Rgles gnrales et rgles pour les btimentsTraduction anglaise de DIN EN 1994-1-1/NA:2010-12Together with DIN EN1994-1-1:2010-12,supersedesDIN 18800-5:2007-03www.beuth.deDocument comprises 9 pagesIn case of doubt, the German-language original shall be
5、 considered authoritative.02.12 DIN EN 1994-1-1/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 1994-1-1:2010-12 4 NA.2.1 General . 4 NA.2.2 National provisions. 5 NCI re 1.2 Normative references 5 N
6、DP re 2.4.1.1(1), Note . 5 NDP re 2.4.1.2(5), Note . 5 NDP re 2.4.1.2(6), Note . 5 NDP re 2.4.1.2(7), Note . 5 NDP re 3.1(4), Note . 5 NDP re 3.5(2), Note . 6 NCI re 5.4.2.4(1)P 6 NDP re 6.4.3(1)(h), Note . 6 NDP re 6.6.3.1(1), Note . 6 NDP re 6.6.3.1(3), Note . 7 NDP re 6.6.4.1(3), Note . 7 NCI re
7、6.7.2(1)P . 7 NCI re 6.7.3.3(4) . 8 NCI re 6.7.3.5, 6.7.3.6 and Table 6.5 8 NDP re 6.8.2(1), Note 8 NDP re 6.8.2(2), Note 8 NDP re 9.1.1(2)P, Note . 8 NDP re 9.6(2), Note . 8 NDP re 9.7.3(4), Note 1 . 9 NDP re 9.7.3(4), Notes 2 and 3 9 NDP re 9.7.3(8), Note 1 . 9 NDP re 9.7.3(8), Note 2 . 9 NDP re 9
8、.7.3(9), Note 9 NDP re Annex A . 9 NDP re Annex B . 9 NDP re B.2.5(1), Note . 9 NDP re B.3.6(5) Note 9 NDP re Annex C . 9 DIN EN 1994-1-1/NA:2010-12 3 Foreword This document has been prepared by Working Committee NA 005-08-99 AA Verbundbau of the Normenausschuss Bauwesen (Building and Civil Engineer
9、ing Standards Committee). This document is the National Annex to DIN EN 1994-1-1:2010-12, Eurocode 4 Design of composite steel and concrete structures Part 1-1: General rules and rules for buildings. European Standard EN 1994-1-1:2004 allows national safety parameters, referred to as Nationally Dete
10、rmined 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 designated classification systems. The relevant parts of the text are identified in the European Standard by referen
11、ces 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 DIN EN 1994-1-1:2010-12. This National Annex is an integral part of DIN EN 1994-1-1:2010-12. DIN EN 1994-1-1:2010-12 a
12、nd this National Annex, DIN EN 1994-1-1/NA:2010-12, supersede DIN 18800-5:2007-03. Amendments This document differs from DIN 18800-5:2007-03 as follows: a) a number of national provisions have been incorporated and are to be taken into account when applying DIN EN 1994-1-1:2010-12. Previous editions
13、 DIN 18806-1: 1984-03 DIN V 18800-5: 2004-11 DIN 18800-5: 2007-03 DIN EN 1994-1-1/NA:2010-12 4 NA.1 Scope This National Annex contains national provisions relating to the design of composite structures and members, that are to be taken into consideration when applying DIN EN 1994-1-1:2010-12 in Germ
14、any. This National Annex is only valid in conjunction with DIN EN 1994-1-1:2010-12. NA.2 National provisions for the application of DIN EN 1994-1-1:2010-12 NA.2.1 General DIN EN 1994-1-1:2010-12 refers to the option of choosing Nationally Determined Parameters (NDPs) at the following places in the t
15、ext. 2.4.1.1(1) 2.4.1.2(5) 2.4.1.2(6) 2.4.1.2(7) 3.1(4) 3.5(2) 6.4.3.(1)(h) 6.6.3.1(1) 6.6.3.1(3) 6.6.4.1(3) 6.8.2(1) 6.8.2(2) 9.1.1(2) 9.6(2) 9.7.3(4) 9.7.3(8) 9.7.3(9) B.2.5(1) B.3.6(5) See below for the status of Annexes A, B and C. In addition, NA.2.2 includes non-contradictory complementary inf
16、ormation for the application of DIN EN 1994-1-1:2010-12. This information is preceded by the letters “NCI”. 5.4.2.4(1)P 6.7.2(1)P 6.7.3.3(4) 6.7.3.5, 6.7.3.6 and Table 6.5 DIN EN 1994-1-1/NA:2010-12 5 NA.2.2 National provisions In the following, the clauses are numbered as in DIN EN 1994-1-1:2010-12
17、. NCI re 1.2 Normative references DIN EN 1990:2010-12, Eurocode: Basis of structural design DIN EN 1992-1-1, Eurocode 2: Design of concrete structures Part 1-1: General rules and rules for buildings DIN EN 1992-1-1/NA: National Annex Nationally determined parameters Eurocode 2: Design of concrete st
18、ructures Part 1-1: General rules and rules for buildings DIN EN 1993-1-1:2010-12, Eurocode 3: Design of steel structures Part 1-1: General rules and rules for buildings DIN EN 1993-1-9, Eurocode 3: Design of steel structures Part 1-9: Fatigue DIN EN 1993-1-9/NA: National Annex Nationally determined
19、parameters Eurocode 3: Design of steel structures Part 1-9: Fatigue DIN EN 1994-1-1:2010-12, Eurocode 4: Design of composite steel and concrete structures Part 1-1: General rules and rules for buildings DIN EN 1994-2:2010-12, Eurocode 4: Design of composite steel and concrete structures Part 2: Gene
20、ral rules and rules for bridges NDP re 2.4.1.1(1), Note For unfavourable effects, P= 1,1 and for favourable effects, P= 1,0. NDP re 2.4.1.2(5), Note See NDP re 6.6.3.1(1) below. NDP re 2.4.1.2(6), Note The recommended value applies unless otherwise stated in relevant technical specifications (e.g. E
21、uropean Technical Approvals or German national technical approvals (agrments) based on DIN EN 1994-1-1). NDP re 2.4.1.2(7), Note For Mf,DIN EN 1993-1-9 applies, taking DIN EN 1993-1-9/NA into account. For headed stud shear connectors, Mf,s= 1,25 applies. NDP re 3.1(4), Note The shrinkage strain valu
22、es specified in DIN EN 1992-1-1 shall be used. DIN EN 1994-1-1/NA:2010-12 6 NDP re 3.5(2), Note The recommended value applies. NCI re 5.4.2.4(1)P When second-order effects need to be considered for sway frames, the effects of staged construction on the internal forces and moments due to imperfection
23、s of the structure in its final stage may be ignored if initial sway imperfections as specified in DIN EN 1993-1-1:2010-12, 5.3.2, are multiplied by factor as defined in the following equation. Bcr,EdEdB,Ecr,1111=NN(NA.1) where NB,Edis the total design vertical load of the floor considered during co
24、nstruction; NEdis the total design vertical load of the floor considered in the final stage; cr,Bis the factor by which the design loads would have to be increased to cause elastic instability during construction, for NB,Ed; cr,Eis the factor by which the design loads would have to be increased to c
25、ause elastic instability in the final stage, for NEd. NDP re 6.4.3(1)(h), Note Table NA.1 applies for other types of steel section. Table NA.1 Maximum depth h of uncased steel members Type of section Maximum depth hmax,in mm, for nominal steel grade S235 S275 S355 S420 and S460 IPE 600 550 400 270 H
26、EA 800 700 650 500 HEB 900 800 700 600 NDP re 6.6.3.1(1), Note For calculating the design shear resistance as in Equation (6.18), the recommended value applies for Vand for that determined in accordance with Equation (6.19), V= 1,5. DIN EN 1994-1-1/NA:2010-12 7 NDP re 6.6.3.1(3), Note DIN EN 1994-2:
27、2010-12, 6.6.4 and Annex C apply. NDP re 6.6.4.1(3), Note Only fasteners shall be used which are specified in relevant technical specifications with a reference to the present standard. NCI re 6.7.2(1)P For determining the design resistance Rdof composite columns as specified in DIN EN 1994-1-1:2010
28、-12, 6.7.2, using nonlinear methods and taking geometrical and physical non-linearity into account, the following equation may be used. RmRs,Rc,Ry,mmRd,where1PfffRRR =(NA.2) In the analysis, the nominal mean values of strength fc,Rand fs,Rfor concrete and reinforcing steel, respectively, should be u
29、sed. When calculating Rby Equation (NA.3) below, fc,Rmay be assumed as being equal to fckfor concrete up to strength class C50/60. For determining the design mean yield strength of structural steel, fy,Rmay be taken as equal to fykand for calculating the resistance of connecting devices, PRmmay be t
30、aken as equal to PRk.Rshall be calculated by Equation (NA.3) for the critical section of composite columns. dpl,mpl,RRR= (NA.3) where Rpl,dis the design plastic resistance of the critical cross section to combined compression and bending, as in DIN EN 1994-1-1:2010-12, 6.7.3.2; Rpl,mis the plastic r
31、esistance of the critical cross section to combined compression and bending assuming the nominal mean values of material strength (cf. Equation (NA.2). DIN EN 1994-1-1/NA:2010-12 8 Key 1 Interaction curve for combined compression and bending using nominal mean values of material strength 2 Interacti
32、on curve as in DIN EN 1994-1-1:2010-12, 6.7.3.2 Figure NA.1 Interaction curve for determining partial factor RIt is to be verified that the amplification factor u, related to the design action effects, is greater than the partial factor Raccording to Equation (NA.3). The verification is to be perfor
33、med for the relevant critical cross-section according to Figure NA.1. NCI re 6.7.3.3(4) For the verification of concrete filled hollow sections, the creep coefficient may be assumed to be 25 % of the value that would be obtained in accordance with DIN EN 1992-1-1 by neglecting the effect of the holl
34、ow section on the humidity and the drying of the concrete. NCI re 6.7.3.5, 6.7.3.6 and Table 6.5 Buckling curve b shall be used for composite columns with concrete filled, welded box sections. NDP re 6.8.2(1), Note The specifications under NDP re 2.4.1.2(7) above apply. NDP re 6.8.2(2), Note The spe
35、cifications of DIN EN 1993-1-9 in conjunction with DIN EN 1993-1-9/NA and those of DIN EN 1992-1-1 in conjunction with DIN EN 1992-1-1/NA apply. NDP re 9.1.1(2)P, Note The recommended value applies. NDP re 9.6(2), Note The recommended value applies. DIN EN 1994-1-1/NA:2010-12 9 NDP re 9.7.3(4), Note
36、 1 The specifications under NDP re 2.4.1.2(6) above apply. NDP re 9.7.3(4), Notes 2 and 3 Values of m and k shall be taken from the relevant technical specifications (e.g. European Technical Approvals or German national technical approvals (agrments) based on DIN EN 1994-1-1). NDP re 9.7.3(8), Note
37、1 The specifications under NDP re 2.4.1.2(6) above apply. NDP re 9.7.3(8), Note 2 Values of design shear strength u,Rdshall be taken from the relevant technical specifications (i.e. European Technical Approvals or German national technical approvals (agrments) based on DIN EN 1994-1-1). NDP re 9.7.3
38、(9), Note Nominal values of may only be used if so stated in relevant technical specifications (i.e. European Technical Approvals or German national technical approvals (agrments) based on DIN EN 1994-1-1). NDP re Annex A The status of Annex A shall be taken as normative. NDP re Annex B Annex B (inf
39、ormative) shall be taken as the basis for determining design values for shear connectors and composite floors when preparing technical specifications (i.e. European Technical Approvals or German national technical approvals (agrments) based on DIN EN 1994-1-1). NDP re B.2.5(1), Note The partial factor Vshall be determined in accordance with DIN EN 1990:2010-12, Annex D. NDP re B.3.6(5) Note The partial factor VSshall be determined in accordance with DIN EN 1990:2010-12, Annex D. NDP re Annex C This annex shall not be used.
