DIN EN 10056-1-2017 Structural steel equal and unequal leg angles - Part 1 Dimensions German version EN 10056-1 2017《结构钢制等边和不等边角钢 第1部分 尺寸 德文版本EN 10056-1-2017》.pdf

1、June 2017 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).ICS 77.140.70!%g$“2680188www.din.deDIN

2、EN 10056-1Structural steel equal and unequal leg angles Part 1: Dimensions;English version EN 100561:2017,English translation of DIN EN 10056-1:2017-06Gleichschenklige und ungleichschenklige Winkel aus Stahl Teil 1: Mae;Englische Fassung EN 100561:2017,Englische bersetzung von DIN EN 10056-1:2017-06

3、Cornires ailes gales et ingales en acier de construction Partie 1: Dimensions;Version anglaise EN 100561:2017,Traduction anglaise de DIN EN 10056-1:2017-06SupersedesDIN EN 100561:199810www.beuth.deDocument comprises 2 pagesDTranslation by DIN-Sprachendienst.In case of doubt, the German-language orig

4、inal shall be considered authoritative.305.17DIN EN 10056-1:2017-06 2 A comma is used as the decimal marker. National foreword This document (EN 10056-1:2017) has been prepared by Technical Committee ECISS/TC 103 “Structural steels other than reinforcements” (Secretariat: DIN, Germany). The responsi

5、ble German body involved in its preparation was DIN-Normenausschuss Eisen und Stahl (DIN Standards Committee Iron and Steel), Working Committee NA 021-00-21-06 UA “Hot-rolled sections”. Amendments This standard differs from DIN EN 10056-1:1998-10 as follows: a) normative references have been updated

6、; b) information on the designation and respective order examples have been revised; c) Clauses 6 “Tolerances on shape and dimensions” and 7 “Material” have been included; d) Tables 1 and 2 with new profiles and associated information have been included; e) the standard has been editorially revised.

7、 Previous editions DIN 1612: 1924-09, 1932-01, 1943x-03 DIN 1028-1: 1926-07, 1940x-07 DIN 1028-2: 1926-07, 1940xx-07 DIN 1028: 1959-07, 1963x-10, 1976-10, 1994-03 DIN 1029-1: 1926-10, 1936-12, 1940-07 DIN 1029-2: 1926-10, 1939-01, 1940x-07 DIN 1029: 1959-07, 1963x-10, 1978-07, 1994-03 DIN EN 10056-1

8、: 1998-10 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 10056-1 January 2017 ICS 77.140.70 Supersedes EN 10056-1:1998English Version Structural steel equal and unequal leg angles - Part 1: Dimensions Cornires ailes gales et ingales en acier de construction - Partie 1: Dimensions Gleichschenkl

9、ige und ungleichschenklige Winkel aus Stahl - Teil 1: Mae This European Standard was approved by CEN on 14 November 2016. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European Standard the status of a national standard witho

10、ut any alteration. Up-to-date lists and bibliographical references concerning such national standards may be obtained on application to the CEN-CENELEC Management Centre or to any CEN member. This European Standard exists in three official versions (English, French, German). A version in any other l

11、anguage made by translation under the responsibility of a CEN member into its own language and notified to the CEN-CENELEC Management Centre has the same status as the official versions. CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Den

12、mark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom. EUROPEAN

13、COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG CEN-CENELEC Management Centre: Avenue Marnix 17, B-1000 Brussels 2017 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 10056-1:2017 EEN 1005

14、6-1:2017 (E) 2 Contents Page European foreword . 3 1 Scope 4 2 Normative references 4 3 Terms and definitions . 4 4 Designation 4 5 Dimensions 5 6 Tolerances on shape and dimensions 5 7 Material . 5 Annex A (informative) Comparison of symbols used in this document with those in EN 1993-1-1 20 Biblio

15、graphy . 21 DIN EN 10056-1:2017-06 EN 10056-1:2017 (E) 3 European foreword This document (EN 10056-1:2017) has been prepared by Technical Committee ECISS/TC 103 “Structural steels other than reinforcements”, the secretariat of which is held by DIN. This European Standard shall be given the status of

16、 a national standard, either by publication of an identical text or by endorsement, at the latest by July 2017, and conflicting national standards shall be withdrawn at the latest by July 2017. Attention is drawn to the possibility that some of the elements of this document may be the subject of pat

17、ent rights. CEN shall not be held responsible for identifying any or all such patent rights. This document supersedes EN 10056-1:1998. According to the CEN-CENELEC Internal Regulations, the national standards organisations of the following countries are bound to implement this European Standard: Aus

18、tria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Serbia, Slovakia, Slovenia, Spa

19、in, Sweden, Switzerland, Turkey and the United Kingdom. DIN EN 10056-1:2017-06 EN 10056-1:2017 (E) 4 1 Scope This European Standard specifies requirements for the nominal dimensions of hot-rolled equal and unequal leg angles. This European Standard does not apply to angles with square roots. These r

20、equirements do not apply to equal and unequal leg angles rolled from stainless steel. 2 Normative references The following documents, in whole or in part, are normatively referenced in this document and are indispensable for its application. For dated references, only the edition cited applies. For

21、undated references, the latest edition of the referenced document (including any amendments) applies. EN 10025-2, Hot rolled products of structural steels - Part 2: Technical delivery conditions for non-alloy structural steels EN 10025-3, Hot rolled products of structural steels - Part 3: Technical

22、delivery conditions for normalized/normalized rolled weldable fine grain structural steels EN 10025-4, Hot rolled products of structural steels - Part 4: Technical delivery conditions for thermomechanical rolled weldable fine grain structural steels EN 10025-5, Hot rolled products of structural stee

23、ls - Part 5: Technical delivery conditions for structural steels with improved atmospheric corrosion resistance EN 10056-2, Structural steel equal and unequal leg angles - Part 2: Tolerances on shape and dimensions EN 10079, Definition of steel products 3 Terms and definitions For the purposes of th

24、is document, the definitions given in EN 10079 apply. 4 Designation The designation of the hot-rolled equal and unequal leg angles shall comprise: 1) the number of this European Standard; 2) the letter L for angles; 3) the leg length a (in mm); 4) the leg length a or b (in mm); 5) the leg thickness

25、t (in mm); 6) reference to the material standard; 7) steel name or steel number. DIN EN 10056-1:2017-06 EN 10056-1:2017 (E) 5 Example of designation for an equal angle with leg length of a = 70 mm and leg thickness of 7 mm made from steel of grade S235JR (material number 1.0038) as specified in EN 1

26、0025-2: EN 10056-1 L 70 70 7 EN 10025-2 S235JR or EN 10056-1 L 70 70 7 EN 10025-2 1.0038 Example of designation for an unequal angle with leg length of a = 50 mm and leg length b = 30 and leg thickness of 5 mm made from steel of grade S235JR (material number 1.0038) as specified in EN 10025-2: EN 10

27、056-1 L 50 30 5 EN 10025-2 S235JR or EN 10056-1 L 50 30 5 EN 10025-2 1.0038 5 Dimensions Dimensions of hot-rolled equal and unequal leg angles given in Table 1 and Table 2 and illustrated in Figure 1 and Figure 2 within this European standard are preferred dimensions. Other sizes may be ordered acco

28、rding to this standard, the corresponding dimensions shall be provided at the time of the order. In the production of structural shapes, the dimensions and weights may vary slightly from the published nominal figures. However, they remain within the permissible tolerance. Roll wear may also slightly

29、 affect the radii of fillets and rounded edges. 6 Tolerances on shape and dimensions Tolerances on shape and dimensions shall be as given in EN 10056-2. 7 Material Angles covered by this standard shall preferably be made of one of the steel grades specified in EN 10025-2 to EN 10025-5. Other steel g

30、rades as given in EN 10273, EN 10225 and EN 10028-2 may also be used for specific applications. The desired steel grade shall be specified at the time of ordering. DIN EN 10056-1:2017-06 EN 10056-1:2017 (E) 6 Table 1 Dimensions and sectional properties of hot-rolled equal-leg angles Designation Mass

31、 Sectionalarea Dimensions Distances of centre of gravity Sectional properties about axes axis y-y / axis z-z axis u-u axis v-v a = b t rroot cy = cz cu cv Iy = Iz iy = iz Wel,y = Wel,z Iu iu Iv iv Wel, v kg/m cm2mm mm mm cm cm cm cm4cm cm3cm4cm cm4cm cm320x20x3 0,88 1,12 20 3 3,5 0,60 1,41 0,85 0,39

32、 0,59 0,28 0,62 0,74 0,17 0,38 0,20 25x25x3 1,12 1,42 25 3 3,5 0,72 1,77 1,02 0,80 0,75 0,45 1,27 0,95 0,33 0,48 0,33 25x25x4 1,45 1,85 25 4 3,5 0,76 1,77 1,08 1,02 0,74 0,59 1,61 0,93 0,43 0,48 0,40 25x25x5 1,78 2,27 25 5 4 0,80 1,77 1,13 1,20 0,73 0,71 1,89 0,91 0,52 0,48 0,46 30x30x3 1,36 1,74 30

33、 3 5 0,84 2,12 1,18 1,40 0,90 0,65 2,22 1,13 0,59 0,58 0,50 30x30x4 1,78 2,27 30 4 5 0,88 2,12 1,24 1,80 0,89 0,85 2,85 1,12 0,75 0,58 0,61 30x30x5 2,18 2,78 30 5 5 0,92 2,12 1,30 2,16 0,88 1,04 3,42 1,11 0,91 0,57 0,70 35x35x3 1,60 2,04 35 3 5 0,96 2,47 1,36 2,29 1,06 0,90 3,64 1,34 0,94 0,68 0,70

34、35x35x3,5 1,85 2,35 35 3,5 5 0,98 2,47 1,39 2,63 1,06 1,04 4,18 1,33 1,08 0,68 0,78 35x35x4 2,09 2,67 35 4 5 1,00 2,47 1,42 2,95 1,05 1,18 4,68 1,32 1,23 0,68 0,87 35x35x5 2,57 3,28 35 5 5 1,04 2,47 1,48 3,56 1,04 1,45 5,64 1,31 1,49 0,67 1,01 38x38x4,5 2,56 3,26 38 4,5 6 1,09 2,69 1,54 4,21 1,14 1,

35、55 6,68 1,43 1,74 0,73 1,13 38x38x6 3,33 4,24 38 6 6 1,15 2,69 1,63 5,35 1,12 2,02 8,45 1,41 2,25 0,73 1,38 40x40x3 1,84 2,35 40 3 6 1,07 2,83 1,52 3,45 1,21 1,18 5,47 1,53 1,42 0,78 0,94 40x40x4 2,42 3,08 40 4 6 1,12 2,83 1,58 4,47 1,21 1,55 7,09 1,52 1,86 0,78 1,17 40x40x5 2,97 3,79 40 5 6 1,16 2,

36、83 1,64 5,43 1,20 1,91 8,60 1,51 2,26 0,77 1,38 40x40x6 3,52 4,48 40 6 6 1,20 2,83 1,70 6,31 1,19 2,26 9,99 1,49 2,64 0,77 1,55 45x45x3 2,09 2,66 45 3 7 1,18 3,18 1,67 4,93 1,36 1,49 7,81 1,71 2,04 0,88 1,22 45x45x4 2,74 3,49 45 4 7 1,23 3,18 1,75 6,43 1,36 1,97 10,2 1,71 2,65 0,87 1,51 45x45x4,5 3,

37、06 3,90 45 4,5 7 1,25 3,18 1,78 7,14 1,35 2,20 11,4 1,71 2,94 0,87 1,65 45x45x5 3,38 4,30 45 5 7 1,28 3,18 1,81 7,84 1,35 2,43 12,5 1,70 3,24 0,87 1,79 45x45x6 4,00 5,09 45 6 7 1,32 3,18 1,87 9,16 1,34 2,88 14,5 1,69 3,81 0,86 2,04 45x45x7 4,60 5,86 45 7 7 1,36 3,18 1,92 10,4 1,33 3,31 16,4 1,67 4,3

38、6 0,86 2,27 50x50x3 2,33 2,96 50 3 7 1,31 3,54 1,85 6,86 1,52 1,86 10,9 1,92 2,84 0,98 1,54 50x50x4 3,06 3,89 50 4 7 1,36 3,54 1,92 8,97 1,52 2,46 14,2 1,91 3,73 0,98 1,94 DIN EN 10056-1:2017-06 EN 10056-1:2017 (E) 7 Designation Mass Sectionalarea Dimensions Distances of centre of gravity Sectional

39、properties about axes axis y-y / axis z-z axis u-u axis v-v a = b t rroot cy = cz cu cv Iy = Iz iy = iz Wel,y = Wel,z Iu iu Iv iv Wel, v kg/m cm2mm mm mm cm cm cm cm4cm cm3cm4cm cm4cm cm350x50x5 3,77 4,80 50 5 7 1,40 3,54 1,99 11,0 1,51 3,05 17,4 1,90 4,55 0,97 2,29 50x50x6 4,47 5,69 50 6 7 1,45 3,5

40、4 2,04 12,8 1,50 3,61 20,3 1,89 5,34 0,97 2,61 50x50x7 5,15 6,56 50 7 7 1,49 3,54 2,10 14,6 1,49 4,16 23,1 1,88 6,09 0,96 2,90 50x50x8 5,82 7,41 50 8 7 1,52 3,54 2,16 16,3 1,48 4,68 25,7 1,86 6,85 0,96 3,17 50x50x9 6,47 8,24 50 9 7 1,56 3,54 2,21 17,9 1,47 5,20 28,1 1,85 7,61 0,96 3,44 55x55x4 3,38

41、4,31 55 4 8 1,47 3,89 2,08 12,0 1,67 2,98 19,1 2,10 4,95 1,07 2,38 55x55x5 4,18 5,32 55 5 8 1,52 3,89 2,15 14,7 1,66 3,70 23,4 2,10 6,06 1,07 2,82 55x55x6 4,95 6,31 55 6 8 1,56 3,89 2,21 17,3 1,66 4,39 27,4 2,09 7,13 1,06 3,23 60x60x4 3,70 4,71 60 4 8 1,60 4,24 2,26 15,8 1,83 3,58 25,0 2,31 6,51 1,1

42、8 2,88 60x60x5 4,57 5,82 60 5 8 1,64 4,24 2,32 19,4 1,82 4,45 30,7 2,30 8,03 1,17 3,46 60x60x6 5,42 6,91 60 6 8 1,69 4,24 2,39 22,8 1,82 5,29 36,1 2,29 9,44 1,17 3,96 60x60x7 6,26 7,98 60 7 8 1,73 4,24 2,45 26,1 1,81 6,10 41,3 2,28 10,8 1,16 4,39 60x60x8 7,09 9,03 60 8 8 1,77 4,24 2,50 29,2 1,80 6,8

43、9 46,1 2,26 12,2 1,16 4,86 60x60x10 8,69 11,1 60 10 8 1,85 4,24 2,61 34,9 1,78 8,41 55,1 2,23 14,8 1,15 5,66 63x63x5 4,82 6,14 63 5 9 1,71 4,45 2,42 22,4 1,91 4,88 35,6 2,41 9,24 1,23 3,82 63x63x6 5,72 7,29 63 6 9 1,75 4,45 2,48 26,4 1,90 5,82 42,0 2,40 10,9 1,22 4,39 63x63x6,5 6,17 7,85 63 6,5 9 1,

44、78 4,45 2,51 28,4 1,90 6,27 45,1 2,40 11,7 1,22 4,66 65x65x4 4,02 5,13 65 4 9 1,71 4,60 2,41 20,1 1,98 4,19 31,9 2,49 8,32 1,27 3,45 65x65x5 4,97 6,34 65 5 9 1,76 4,60 2,49 24,7 1,98 5,22 39,3 2,49 10,2 1,27 4,09 65x65x6 5,91 7,53 65 6 9 1,80 4,60 2,55 29,2 1,97 6,21 46,4 2,48 12,0 1,26 4,71 65x65x7

45、 6,83 8,70 65 7 9 1,85 4,60 2,62 33,4 1,96 7,18 53,1 2,47 13,8 1,26 5,27 65x65x8 7,73 9,85 65 8 9 1,89 4,60 2,67 37,5 1,95 8,13 59,5 2,46 15,5 1,26 5,81 65x65x9 8,62 11,0 65 9 9 1,93 4,60 2,73 41,4 1,94 9,05 65,5 2,44 17,2 1,25 6,31 65x65x10 9,49 12,1 65 10 9 1,97 4,60 2,78 45,1 1,93 9,94 71,3 2,43

46、18,9 1,25 6,80 65x65x11 10,3 13,2 65 11 9 2,00 4,60 2,83 48,6 1,92 10,8 76,7 2,41 20,6 1,25 7,27 70x70x5 5,37 6,84 70 5 9 1,88 4,95 2,66 31,2 2,14 6,10 49,6 2,69 12,9 1,37 4,83 70x70x6 6,38 8,13 70 6 9 1,93 4,95 2,73 36,9 2,13 7,27 58,5 2,68 15,3 1,37 5,60 DIN EN 10056-1:2017-06 EN 10056-1:2017 (E)

47、8 Designation Mass Sectionalarea Dimensions Distances of centre of gravity Sectional properties about axes axis y-y / axis z-z axis u-u axis v-v a = b t rroot cy = cz cu cv Iy = Iz iy = iz Wel,y = Wel,z Iu iu Iv iv Wel, v kg/m cm2mm mm mm cm cm cm cm4cm cm3cm4cm cm4cm cm370x70x7 7,38 9,40 70 7 9 1,9

48、7 4,95 2,79 42,3 2,12 8,41 67,1 2,67 17,5 1,36 6,28 70x70x8 8,37 10,7 70 8 10 2,01 4,95 2,84 47,3 2,10 9,46 75,0 2,65 19,5 1,35 6,87 70x70x9 9,32 11,9 70 9 9 2,05 4,95 2,9 52,5 2,10 10,6 83,2 2,65 21,8 1,35 7,50 70x70x10 10,3 13,1 70 10 9 2,09 4,95 2,96 57,2 2,09 11,7 90,6 2,63 23,9 1,35 8,07 75x75x

49、4 4,65 5,93 75 4 9 1,96 5,30 2,76 31,4 2,30 5,67 49,9 2,90 13,0 1,48 4,71 75x75x5 5,76 7,34 75 5 9 2,01 5,30 2,84 38,8 2,30 7,06 61,6 2,90 16,0 1,47 5,62 75x75x6 6,85 8,73 75 6 9 2,05 5,30 2,90 45,8 2,29 8,41 72,7 2,89 18,9 1,47 6,53 75x75x7 7,93 10,1 75 7 9 2,10 5,30 2,96 52,6 2,28 9,74 83,6 2,88 21,6 1,46 7,30 75x75x8 8,99 11,4 75 8 9 2,14 5,30 3,02 59,1 2,27 11,0 93,8 2,86 24,5 1,46 8,09 75x75x9 10,0 12,8 75 9 9 2,18 5,30 3,08 65,4 2,26 12,3 104 2,85 27,0 1,45 8,78 75x75x10 11,1 14,1 75 10 9 2,22 5,30 3,13 71,4 2,25