1、December 2010 Translation by DIN-Sprachendienst.English price group 12No 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).I
2、CS 91.010.30!$lhm“1736974www.din.deDDIN EN 1991-1-1/NANational Annex Nationally determined parameters Eurocode 1: Actions on structures Part 1-1: General actions Densities, self-weight, imposed loads for buildingsEnglish translation of DIN EN 1991-1-1/NA:2010-12Nationaler Anhang National festgelegte
3、 Parameter Eurocode 1: Einwirkungen auf Tragwerke Teil 1-1: Allgemeine Einwirkungen aufTragwerke Wichten, Eigengewicht und Nutzlasten im HochbauEnglische bersetzung von DIN EN 1991-1-1/NA:2010-12Annexe Nationale Paramtres dtermins au plan national Eurocode 1: Actions sur les structures Partie 1-1: A
4、ctions gnrales Poids volumiques,poids propres, charges dexploitation btimentsTraduction anglaise de DIN EN 1991-1-1/NA:2010-12Together with DIN EN 1991-1-1:2010-12,supersedesDIN 1055-1:2002-06 andDIN 1055-3:2006-03www.beuth.deDocument comprises 24 pagesIn case of doubt, the German-language original
5、shall be considered authoritative.03.12 DIN EN 1991-1-1/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 1991-1-1:2010-12 .4 NA.2.1 General 4 NA.2.2 National provisions5 1 General 5 1.2 Normative referenc
6、es 5 2 Classification of actions .5 2.1 Self-weight 5 2.2 Imposed loads 5 3 Design situation .5 3.3 Imposed loads 5 5 Self-weight of construction works .6 5.2 Characteristic values of self-weight 6 5.2.3 Additional provisions specific to bridges .6 6 Imposed loads on buildings .6 6.3 Characteristic
7、values of imposed loads 6 6.3.2 Areas for storage and industrial activities . 10 6.3.3 Garages and vehicle traffic areas (excluding bridges) . 10 6.3.4 Roofs 11 6.4 Horizontal loads on parapets and partition walls acting as barriers 12 NCI Annex NA.A (informative) Densities and area loads 14 Bibliog
8、raphy . 24 DIN EN 1991-1-1/NA:2010-12 3 Foreword This document has been prepared by NA 005-51-02 AA Einwirkungen auf Bauten (Sp CEN/TC 250/SC 1) of the Normenausschuss Bauwesen (Building and Civil Engineering Standards Committee). This document is the National Annex to DIN EN 1991-1-1:2010-12 Euroco
9、de 1: Actions on structures Part 1-1: General actions Densities, self-weight, imposed loads for buildings. European Standard EN 1991-1-1 allows national safety parameters, referred to as Nationally Determined Parameters (NDPs), to be specified for a number of points. The NDPs cover alternative verif
10、ication 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 references to the possibility of national choice and are listed in Clause NA.2.1. This National Annex als
11、o includes non-contradictory complementary information (NCI) for the application of DIN EN 1991-1-1:2010-12. This National Annex is an integral part of DIN EN 1991-1-1:2010-12. DIN EN 1991-1-1 and this National Annex, DIN EN 1991-1-1/NA:2010-12, supersede DIN 1055-1:2002-06 and DIN 1055-3:2006-03. A
12、mendments This document differs from DIN 1055-1:2002-06 and DIN 1055-3:2006-03 as follows: a) provisions from DIN 1055-1:2002-06 and DIN 1055-3:2006-03 have been incorporated and are to be taken into account when applying DIN EN 1991-1-1 nationally. Previous editions DIN 1055-1: 1934-08, 1937-08, 19
13、40x-06, 1963-03, 1978-05, 1978-07, 2002-06 DIN 1055-2: 1943-03 DIN 1055-3: 1934x-08, 1951x-02, 1971-06, 2002-10, 2006-03 DIN EN 1991-1-1/NA:2010-12 4 NA.1 Scope This National Annex contains national “guidance and actions for the structural design of buildings and civil engineering works including so
14、me geotechnical aspects for densities of construction materials and stored materials, self-weight of structures and imposed loads for buildings”, that are to be taken into consideration when applying DIN EN 1991-1-1 in Germany. This National Annex is only valid in conjunction with DIN EN 1991-1-1:20
15、10-12. NA.2 National provisions for the application of DIN EN 1991-1-1:2010-12 NA.2.1 General DIN EN 1991-1-1:2010-12 refers to the option of choosing Nationally Determined Parameters (NDPs) at the following places in the text: 2.2(3); 5.2.3(1) to 5.2.3(5); 6.3.1.1, Table 6.1; 6.3.1.2(1)P, Table 6.2
16、; 6.3.1.2(10) and (11); 6.3.2.2(1)P, Table 6.4; 6.3.3.2(1), Table 6.8; 6.3.4.2, Table 6.10; 6.4(1) (Table 6.12). In addition, NA 2.2 includes non-contradictory complementary information for the application of DIN EN 1991-1-1:2010-12. This information is preceded by the letters “NCI”. 1.2; 2.1; 3.3.1
17、; 6.3.1.2(8) and (9); 6.3.2.3; 6.3.4.2; 6.4; Annex NA.A. DIN EN 1991-1-1/NA:2010-12 5 NA.2.2 National provisions In the following, the clauses are numbered as in DIN EN 1991-1-1:2010-12. Supplementary clauses have been added as required. 1 General 1.2 Normative references NCI re 1.2 NA DIN 1054:2010
18、-12, Subsoil Verification of the safety of earthworks and foundations Supplementary rules to DIN EN 1997-1 NA DIN 1072:1985-12, Road and foot bridges Design loads NA DIN-Fachbericht (DIN Technical Report) 101:2009-03, Actions on bridges NA DAfStb-Heft (DAfStb Code of practice) 240, Hilfsmittel zur B
19、erechnung der Schnittgren und Formnde-rungen von Stahlbetontragwerken nach DIN 1045:1988-08 (Aid to calculating action-effects and deformations in reinforced concrete structures according to DIN 1045:1988-08) 2 Classification of actions 2.1 Self-weight NCI re 2.1(3) P The characteristic values for t
20、he self-weight of the structure and of non-structural parts of the structure shall be determined from the uniformly distributed load constituted by the construction elements or their (bulk weight) density, respectively, in accordance with Annex A. NCI re 2.1(5)P For the design of construction elemen
21、ts of buildings, the self-weight of materials such as loose gravel or soil on roofs or floors, shall be considered a variable action. This applies in particular if these actions can be temporarily removed, e.g. for repair work, and if they can influence the stability of the construction work or indi
22、vidual parts of the structure. 2.2 Imposed loads NCI re 2.2(3) Structures that can be caused to vibrate by humans shall be designed accordingly. The loads specified in this standard are considered to be predominantly static. 3 Design situation 3.3 Imposed loads NCI re 3.3.1 This clause is supplement
23、ed by the following paragraphs: DIN EN 1991-1-1/NA:2010-12 6 (NA.5) For buildings and civil engineering works assigned to the categories E1.1 and E1.2 and to the categories E2.1 to E2.5, the imposed load assumed in accordance with Table 6.1DE or Table 6.4DE, respectively, shall be indicated in each
24、room. (NA.6) For floors that are driven on by passenger cars or fork lift trucks, the permissible overall load (maximum permitted load-sum of self-weight and imposed load) shall be indicated at the access routes. (NA.7) For floors that are driven on by heavier vehicles, the total vehicle load permit
25、ted for the relevant bridge class in accordance with DIN 1072 shall be indicated at the access routes. NCI NA.3.3.3 Additional rules for vehicle traffic on external basement roofs and floor surfaces intended to be driven upon on a regular basis (NA.1) For external basement roofs and other floor surf
26、aces that are intended to be driven upon by vehicles, the loads of bridge classes 16/16 to 30/30 as given in DIN 1072 apply. (NA.2) External basement roofs which are driven upon only by fire fighting vehicles in the event of a fire shall be calculated for bridge class 16/16 as given in Table 2 of DI
27、N 1072:1985-12. When doing so, however, only one vehicle in the most unfavourable position shall be considered; for the surrounding areas, the evenly distributed load of the main lane shall be assumed. Verification according to DIN 1072 for an individual axle load of 110 kN is not required. The impo
28、sed load may be classed as predominantly static. 5 Self-weight of construction works 5.2 Characteristic values of self-weight 5.2.3 Additional provisions specific to bridges NDP re 5.2.3(1) to 5.2.3(5) 5.2.3 is not applicable; additional provisions for bridges are to be taken from DIN-Fachbericht 10
29、1:2009-03 or DIN EN 1991-2, respectively. 6 Imposed loads on buildings 6.3 Characteristic values of imposed loads 6.3.1.1 Categories NDP re 6.3.1.1 and 6.3.1.2, Table 6.1 and Table 6.2 Table 6.1 and Table 6.2 shall be replaced by the following Table 6.1DE: DIN EN 1991-1-1/NA:2010-12 7 Table 6.1DE Ve
30、rtical imposed loads for floors, stairs and balconies Column 1 2 3 4 5 Line Category Use Examples qkkN/m2QkekN 1 A A1 Pitched roof areas Accessible roof spaces with a clear height of up to 1,80 m, not suitable for living purposes 1,0 1,0 2 A2 Living and recreation rooms Floors with sufficient latera
31、l distribution of the loads, rooms and corridors in residential buildings, wards in hospitals, hotel rooms including the associated kitchens and bathrooms 1,5 3 A3 As A2 but without sufficient lateral distribution of the loads 2,0c1,0 4 B B1 Office areas, work areas, corridors Corridors in office bu
32、ildings, office areas, medical practices without heavy equipment, nursing staffs stations, recreation rooms including associated corridors, small buildings for livestock 2,0 2,0 5 B2 Corridors and kitchens in hospitals, hotels, nursing homes for the elderly, corridors in boarding schools, etc.; trea
33、tment rooms in hospitals, including operating rooms/theatres without heavy equipment; cellar rooms in residential buildings 3,0 3,0 6 B3 All examples of B1 and B2, however, with heavy equipment 5,0 4,0 7 C C1 Rooms, assembly rooms, and public areas where people may congregate (with the exception of
34、areas coming under category A, B, D, or L). Areas with tables; e.g. day-care centres, nurseries, rooms in schools, cafs, restaurants, dining halls, reading rooms, reception rooms, staffrooms 3,0 4,0 8 C2 Areas with fixed seating; e.g. areas in churches, theatres or cinemas, convention halls, auditor
35、iums, waiting rooms 4,0 4,0 9 C3 Freely accessible areas; e.g. museum areas, exhibition areas, entrance areas in public buildings, hotels, external basement roofs that cannot be driven over, as well as any associated corridors of the categories C1 to C3 5,0 4,0 10 C4 Sports and play areas; e.g. danc
36、e halls, sports halls, gyms, stages 5,0 7,0 11 C5 Areas for large gatherings of people; e.g. in buildings such as concert halls, terraces, and entrance areas as well as platforms and grandstands with fixed seats 5,0 4,0 12 C6 Areas that are regularly used by sizeable groups of people, platforms and
37、grandstands without fixed seats 7,5 10,0 13 D D1 Salesrooms Areas of salesrooms with a floor space of up to 50 m2in residential, office and similar buildings 2,0 2,0 14 D2 Areas in retail stores and department stores 5,0 4,0 15 D3 Areas such as may be assigned to D2, however, with increased concentr
38、ated loads due to high storage racks 5,0 7,0 16 E E1.1 Warehouses, factories and workshops, buildings for livestock, storerooms, and access areas Areas in factoriesaand workshopsasubject to low operational loads, and areas in large buildings for livestock 5,0 4,0 17 E.1.2 General storage areas inclu
39、ding libraries 6,0b7,0 18 E2.1 Areas in factoriesaand workshopsasubject to moderate to high operational loads 7,5b10,0 DIN EN 1991-1-1/NA:2010-12 8 Table 6.1DE (continued) Column 1 2 3 4 5 Line Category Use Examples qkkN/m2QkekN 19 TdT1 Stairs and landings Stairs and landings in residential building
40、s, office build-ings, and medical practices without heavy equipment 3,0 2,0 20 T2 All stairs and landings not belonging to either T1 or T3 5,0 2,0 21 T3 Accesses and stairs that lead to grandstands without fixed seats and can be used as escape routes 7,5 3,0 22 ZdMeans of access, balconies and simil
41、ar Roof terraces, access balconies, loggias etc., balconies, stair tower landings 4,0 2,0 aImposed loads in factories and workshops are considered to be predominantly static. Depending on the circumstances and on a case-by-case basis, frequently reoccurring loads may be classified as not predominant
42、ly static loads. bThese values are minimum values. In cases where higher loads are predominant, the higher loads shall be used. cFor the transmission of loads in ceilinged rooms where there is no sufficient lateral distribution onto the supporting elements, the stated value may be reduced by 0,5 kN/
43、m2. dFor combinations of actions, the actions shall be assigned to the category of the respective building or building part. eIf the local minimum load-carrying capacity is required to be verified (e.g. for construction elements without sufficient lateral distribution of the loads), then this verifi
44、cation is to be done using the characteristic values of the concentrated load Qkover a square with the dimensions 50 mm 50 mm, without superposition with the uniformly distributed area load qk. 6.3.1.2 Values of actions NCI re 6.3.1.2(8) Instead of a detailed verification, the influence of unloaded
45、lightweight partitions may be taken into account for a wall-length related maximum load of up to 5 kN/m by adding a uniformly distributed load to the imposed load (partition allowance). This applies with the exception of walls located parallel to the beams of ceilings without sufficient lateral dist
46、ribution. For walls which, including plaster, produce a wall-length related load of up to 3 kN/m, an allowance of at least 0,8 kN/m2shall be added to the imposed load whereas for walls producing a wall-length related load of more than 3 kN/m and up to 5 kN/m, an allowance of at least 1,2 kN/m2shall
47、be added. An allowance is not required where imposed loads are 5 kN/m2 and more. Loads due to movable partitions shall be treated as imposed loads. NDP re 6.3.1.2(10) Paragraph 6.3.1.2(10) shall be replaced by the following: For categories A, B, and Z, the reduction factor Amay be determined using t
48、he following equation: A= 0,5 + 0,110A(see Figures NA.1 to NA.3) (6.1a DE) where A is the loaded area of the secondary loadbearing member in m2. For categories C to E1.1, the reduction factor Amay be determined using the following equation: DIN EN 1991-1-1/NA:2010-12 9 A= 0,7 + 0,110A(see Figures NA.1 to NA.3) (6.1b DE) Figure NA.1 Loaded areas for the analysis of action-effects in interior and end spans (with: A2 A1 A3) Figure NA.2 Load reduction with ivalues differing from span t
