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BSI BS*EN*10*025 90 . 1624669 010 369 6 .

BS EN 10 025: 1990UDC 669.140825-4 :6201

© B umdra li. No p o hi1 publ may e photO'iad o oese repruced wtht e pr pemss In wrtn of S

British Standard Speciication for

Hot rlled products of non-alloystructural st an: thir tchnca

dv condtons

Produits lamines a chad n acirs d construction non alies - Conditons tchniqus d livraison

Wagwalzt Ezugniss aus unlgirtn Bausthl1n - Tchnisch Lifbdingungn

This Euopean Stndard EN 10 025 : 1 990 hs the stts of a British Stndrd

British Standard Institutionpyright Br itish Standards Institution

eproduced by IHS under license with BSI - Uncontrolled Copy

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BS EN 1 0 025: 1 990

Contents

National forewordBrief historyText of EN 10 025 1990National appendix A

Ntional appendix BCoopeating organizations

National foreword

Page

nsid e ront cove23

31

32 Back cover

This British Standar has been preared under the directionof the ron and Steel Standads Poicy Committee and isthe Eng lish language version o EN 10 025 Hot roledproducts of non-alloy stucura stees: Technical deliverycond iti on' atified by CE N/BT on 30 Ma rch 990 It supesds arts of BS 4360 986 which is withdrawnThe parts of BS 4360 986 not afected by EN 0 025wil l b publ ishd simultan eousy with thi s standard as anw edition of BS 4360.

As further European Standards or structural steels becomeavailable it is anticiated that the English language versionswl be publishd as follows

BS EN 0 1 3 Hot roled roducts in weldable finegra in structural stees

Part 1

Part 2

Part 3

General deivery conditions

Delivery conditions for normalizedsteels

Del ivery condition or thermomechanally rolled steels

BS EN 10 21 0 ot fin ished structural hol low sectionso nonaloy and fine grain structural

steels

Part 1 echnical deivery conditions

Part 2 Dim ensions a nd sectiona properties

BS EN 0 15 Weather ing stees

BS EN 0 137 Pates and wide flats made of weldableine grained structura seels in thequenched and tempered condition

Part echnical devery conditions generalrequirments

As epai ned in 6.2, the designation system used in thsstandard is basd on Euronorm 27-74 Designations ostels The responsibile BSI Technical Commttee has

ageed that these designations shoud e used whenreencing stel grades in accordance with ts standardFor the UK di tion of this standard onl y gades Fe 360 A,F 430 A and F 510 A ar spcified in annex D Nonconflicting national additi ons'. hese are the former grades40A 4A and 50A in BS 4360 1 986 whic h have eenredesignated or consistency with the designations o theother grades i n this standard. he ul l lst of designations s

Fe 300Fe 360 B, BFU, BFN, C, D, D2Fe 430 B, C D1, D2Fe 510 B, C, D1, D2, DD, DD2

Fe 490·2, Fe 590-2, Fe 690·2

F 360 A Fe 430 A, Fe 510 A (see annex D)

pyright British tandards Institution


At he time o ubcaton o ths standad not al o theeenced Euronoms (EU n cause 2 had been tansomed nto man dato Euoean Standads nteac o these Euonoms s tansomed nto a uoeanStandad E 0 025 emts ete mementaton o terequi rements o the Euonoms o mementaton o terequrements o the coesondng tsh Standads S(see footnote to clause 2 and anne

o ensue that uses kno what s to e sued enroducts ae odeed and sued n accodance t tsstandad the esponsbe BS ecnca Commttee hasaged that the standads to be aed (E EU SOo S ae gven n tabe o natona aend B.

t should e noted that as each Euonom s tansomednto a Euoean Standad the euements o te uoea Standad become mand ato oate amendments to/evs ons o/ne ed tons o ts standad essued as necessay

Textual ero. When adotng te tet o te EuoeanStandad, the olown g tetua eo as dscoeed t asbeen maked n the tet and has been eoted to

EC ISS/C0 n a oosa to amen d te tet o theEuoean Standad

n tabe 0, aganst the desgnatons Fe 50 DD andFe !0 DD2 the U euvaent shoud e 50 DD n otcases

Compliance wih a Biish Sandad does no of isel

on1e mmuniy om legal obligaions

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BSI BS*EN*10*025 90 • 162469 0103371 4 •

EUROPEAN STANDRD

NORME EUROPENNE

EUROPISCHE NORM

EN 10 025

March 1990

UDC 6694.0825-4 :620.1

Key words: Ion and steel poducts, stuctual steels, non-alloy steel hot olled poduc ts quality classes, desgnaton specfcaton,chemcal composion mecanical popety echancal test inspecton akng

English verson

Hot roed products of non-aloy structural stees:Technica d�ive conditions

Produts !mis a chaud e acers de costructioo as - Conditios teques de vraison

Warmgewazte Ereugisse aus uegiertenBausten Techische Leferbedinguge

This European Standard was accepted by GEN on 30 March 1990 GEN members arebound to comply with the requirements of the CEN/CENELEC Common Rules whichstiulate th conditions for giving this European Standard the status of a nationaltandad without any alteration

Up-to-ate lists and bibliographical refrences concering such national standards may

be obtained on aplication to the GN Central Secretariat or to any GEN memberThi uropean Standard exists in the official versions (English, French, rman)A version in any other language made by translation under the responsibility of a GENmember into its own language and notified to GEN Central Secretariat has the samestatu as the official versions

GEN membrs ar the natona standads organzaons of Astra, Begum, Denmark,Finland, Frane, ermany, reece, leland, Ireland, Italy, Luxemburg, Netherlands,Norway, Portugal, Spain, Sweden, Switrland and United Kingdom.

CNropean ommittee for Stanardiation

omit urop�en de NormaiatioEuropice Komitee fQr Normun

Centrl Secretrit: Rue Brderode 2, B- Brussels

© CEN 1990 Copyright reserved to all GEN memberspyright British Standards Institutionproduced by IHS under license with BSI - Uncontrolled Copy

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BSI BS%EN*10025 90 . 162466 010337 6 .

Page 2EN 1 O 025 : 990

Brif histoy

This European Standard has been drawn up byECI SS/TC 1 0 "Structural steel qualities whoseSecretariat is hed by N NI

T dcumn w nll wn up draft uro·o unde the Euopean Coa and Stee CommuntWith the formaton of ECISS and the establishment of theECISS work programme TC 0 was asked to prepare thsdocument for eventual pubcaton as a uropean Standard.

This European Standard replaces EURONORM 25-72"Stuctura stees or genera appication

It has been submitted to the CEN ormal Vote on

8 November 1989It has been adopted and ratified b CEN/BT on 30 March1 990

According to the Common CEN/CENELEC Rueshe llwn un bound to implement thisEuropean Standard: lum, Denmark, Finland France,Gerany Greece Iceland Ireland Italy uxemburgNehrlands Norway, Portugal Span, SwedenSwitzrland and United Kngdom

pyght Bitish Standards Initution

ro by HS er lsewt S - Ucrole Co yDocument prodd y IS Liensee=ng Kong Pytehni niv/9976803100,

824 23:4 MT Qesos or os abo s eage lase c

the Doumen ocy Grou at 30339-95

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BS! BS*EN*10*025 90 1624669 0103373 8 .

Contens

Page

Object and feld of appicaton 4

2 References 4

3 Defntions 5

4 Informaton to be supplie d by thepurchaser 5

4.1 General 5

42 Optons 5

5 Dmensons, mass and tolerances 6

51 Dimensions and tolerances 6

52 Mass of steel 6

6 Classfcaton of qu alties; desgnaton 661 Classification of qualtes 6

6.2 Desgnaton 6

7 Technical requrements 6

71 Steel manufacturing process 672 Delvery conditions 67.3 Chemcal composton 7

7.4 Mechanca properties 7

75 Technoogcal propertes 8

7.6 Surface fnsh 9

8 Inspection and testing 9

81 General 9

82 Specfc inspecti on an d testng 9

83 Batchng 98. 4 Inspecton units 10

85 Verifcation of chemca composton 10

86 Mechanica tests 10

8.7 Test methods 11

88 Retests 11

89 Interna deects n810 Inspection documents 11

9 Markng for flat and long products 1

10 Compants after delvery 12

11 Optons 12

111 All products 12

112 Flat products 12

11.3 Long roducts 12114 Semi-fnshed products 12

Annex A Locaton of sampes a nd test peces(see EURONORM 18) 22

Annex B List of national standards whch

correspond to EURONORMSreferenced 25

Annex C Lst of corresponding formernational designatons 2

Annex D Non:confcting national addtions 28






Page 3

E N 1 O 025 : 1 990

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BSI BS*EN*10*0 90 . 1624669 103375 1

EURONORM 53 (962

EURONORM 54 (1980

EUR ONOR M 55 (1980l

EURONORM 56 (1977

EURO NORM 57 (1978

EURONORM 58 (1978>

EURONORM 59 (1978

EUONORM 6 0 (1977

EUR ONORM 61 (1982

EUR ONOR M 65 ( 1980

EURON ORM 6 6 (1967>

EURONO RM 6 7 (1978

EURONORM 91 (1981 >

2.3 Standards o n testng*

EN 10 0021 (1989

EN 10 045-1 (1989

EU RONO RM 18 (1979

EUR ONO RM 103 (1971

EUR ONORM 164 (1983

ISO 2566/1 (1984

Wide-flanged ams wthparallel flangesSmall hot-rolled steelchannelsHotrolled equal flangetees with radiused rootand toes in steelHotrolld equal angls(with radiused rootand toes)Hotrolled unequal ang�s(with radiused root and toes)Hotrolled flats fo

general purposesHotrolled square arsfor general purposesHotrolled round barsfor general prposesHotolled steel hexagonsHotrolled round steelars for screws and rivetsHotrolled half-roundsand flattened half-roundsHot-rolled ul flats·Hotrolled wde flats Tolrances on dimensios,shape nd mass

Metallic materials Tensile testingPar 1 : Method of test(a amient temperatu)Metallic materials Charpy impact testPart 1 Test metodSelection and p reparatioof samples and testpieces for steel and iroand steel products

Microscopic dtermination o te ferritic andaustenitic grain size ofsteelSteel flat products withspecified trough thickness properties Technical conditionsof deliverySteel Conversion ofelongation values Part 1 : Caron and lowalloy steels

3 Dfinitions

Page 5EN 10025:1990

For the purposs of this European Standard te fllowingdefinitions apply :

non-alloy ase and qualty steel as defined inEN 10 020;heat treatment terms as defined in EURONORM 2;long produc ts flat products (late sheet narow stripwide strip and wide flats) and emi-finished prductsas defined in EURONORM 79;normalizing rolling is a rollin procss in which thefinal deformation is carried ou t in a certain temperatu rerange leading to a m aterial condion equivalent to that

obtained after normalizing so tat th specified valuesof te mecancal properties are retained even afternormalizing The designation of this c_ondition ofdelivery and of the normalized condition is N

NOTE In international publ ications for both the normalizingrol ling, as wel l as t h themomechanical rolli ng the expression"control led rli ng m be found However in view of thedifferent apllcability of the prodcts a distinction o the termsi essay

4 Informtion to b ulid by thurchsr

41 GeneralThe following information sall be supplied y thepurcaser at the time of enquiry and order

a. details of e product for dimensions an dquantity;

b the grade and quality of steel (see tales 2 and 4;

c. whether prod cts have to e su mitted to inspectonand testing and if inspectio and testing is rquiredwhich type of inspectio and which inspectiondocument is required (see 812);

d weter te verification of the mechanical propertiesfor the qualities B and 2 has to e carried out y lotor y cast (see 831)

Where no specific coice is made y the urchaserconcerning point a and the supplier shall refer ack tothe purcaser.

42 Options

A nu mber of options are specified in clause 11 In the eventthat the purchaser does not indicate his wish to implementany of these option, he su pplie shall suply in accordance with th asic specification

ntil these EURONO RMS are transformed nto Eropen Standards they can eithe be implemented or reference made to thecorresponng natona stanards te st o wic s gven n anex B to ts ropean tanar

*National footnote: See national foreword and atoal nI>< f lit of standards to be used in conjuncton wth this tandad.

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7.223 Flat roducts of qualtY 2 and 2 shall besulied in a delivery condition at the manufacturer'sdiscretion

7.3 Long products

7231 Unless otherwise agreed long products of thequalities 0 2 B C 1 an d 1 shall be suppled n adelvery condition at the manufacturer's discretonOption 20

7232 Long roducts of quality 2 and 2 shall besuplied in a delvery condition at the manufacturer'sdsceion

Page 7EN 005:990

7.3.3 For the steels Fe 1 0 C 1 2 D 1 and D D2 the followng additional requrements can be agreed at thetime of the enquiry an d order :

7.3.3.1

the recording n the inspection documents of the CrCu Mo Nb Ni Ti and V content (ladle analysis);a maximum content of 0 1 8 C ladle analysis or020 C roduct analysis for thicknesses 30 mm fthe products contan more than 002 Nb or 002 %Ti or 003 V ladle analysis or 003 Nb or 004 % Tor 005 V roduct analysis;

Otion 5a

7.3.3.2- a carbon equivalent value to be detemned using the following fomua

724 The delivery cnditions are summarized in table 1 Mn Cr Mo+V

73 Chemical composition

731 The chemical composton determined by ladleanalysis shall comply th the values of table 2

CEV= C++ +6 5

Ni +Cu

1 5

When a maximum cabon equivalent value has been ageedthe content of the elements in the carbon equivalent

The uper lmits aplcable for the product analysis aregiven n table 3

value formula shall be repoted i n the nsecton

document.Oton 5b

7.3.2 For the steels Fe 360 B C, D1 and 2 an

Fe 5 1 0 C D 1 2 1 and 2 the followng addtonalchemical requirement may be agreed at the time of theenquiry and order

74 Mechanical properties

741 nder the insecton and testng conditions assecfied in clause 8 and In the deliey condition assecfied in 7.2 the mechanical roperties shall comlywith the relevant requirements of tables 4 and 5

- Copercontent between 025 and 040 .Otion 4

Table1 Delivery condition

Deliver condition Quality

0 2 B c

Flat products

Optonal x x x x -

Otional - - -

Normalized or - - xnormalzed rolled

Long products

Otional x x x x x

Otonal - - - -

1 Only if ordered nd delivered i the condition N .

2

x

x

Indication inthe nspectio docment

N t

N l

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Page 1 0

E 1 0 025 : 1 990

832 If t s specfed at the tme of the enqury and order

that batchn should be by lot t s permssble for themanufacturer to substtute batchn by cast f the productsare delvered by cast

84 Inspection units

84 The nspecton unt shall contan products of thesame form and rade and of the same thckness range asspecfed n table 4 for the yeld strenth and shall be:

by lot 20 tonnes or part thereof by cast 40 tonnes or part thereof

60 tonnes or part thereof for heay sectons

wth a mass> 100 kg/m

842 If specfed at the tme of the enqury and order forfat products of qualty D1 D2 DD1 and DD2 the mpacttest only or the mpact test and the tensle test shall becarred out on each parent plate or colOpton 18,

85 Verifiction of chemical comosition

85 For ladle analyss determned for each cast the aluesreported by the manufacturer shall apply

852 Product anays shall be carred out f specfed atthe tme of the enqury and order The purchaser shallspecfy the number of sampes and the elements to bedetermnedOpton 13.

6 Mechnicl tests

86 Number of samples

he follown samples shall be taken from each nspecton

untone sample for tensle testn(see 821)one sample suffcent for one set of sx mpac testpeces for qualty C D1 D2 DD1 and DD2 and frequred for qualty B(see 821and822 a

862 Position of samples(see annex )

The samples shall be taken from the thckest produc nthe nspecton unt except for flat products of qualty D1and DD1 for whch the samples are taken from any productof the nspecton unt



8.621 For plates sheet, wde strip and wde fats he

samples shall be aken so that he axes of the test pecesare approxmately md-way between the edge and centrelne of the products

For wde strp and wre rod the sampe sha be taken aan adquate dstance from the end of the col

For narrow strp(< 00 mm wde ) he sample shal be atan adquate dstance from he end and at oe hrd of hewdth

862 2 For long products EUROORM 18 appes seeanne� A)

8623 For semfnshed products when the orderspecfes the requrement for testng n addon to chemcacomposton samples wth a sde or damee 20 mm aeprepared by hot formng from the full product section andsubsequently normalzedOpton 25

863 Selction and prpaation of tst pc

63 1 General

he requrements of EUROORM 18 shal app seeanne ).

8632 Tensile tst ps

The requrements of EN 10 002-1 as approprate shaapply

Test peces may be non-proportona bu n cases ofdspute proportonal test peces hang a gauge engthL = 55yS shall be used(see872.1

For fat products wth a nomna thckness < 3 mm thetest peces shall always hae a gauge enh = 80 mmand a wdth of 20 mm (test pece 2 E 10 0021anne' A).

For bars round test peces are commonly used bu oheform are not prohbited(see E 10 002)

8633 Impact tst pics

Impact V-notch test peces shall be cut paralel to thepncpa drecto of rolng he test pieces shall bemachned and prepared n accordance wh E 10 0451In addton the follown requremens app

a or nomnal thcknesses 10 mm sandard10 x 10 mm test peces shall be machned n such away that one sde s no further awa than 2 mm froma rlled surfaceb o nomnal thcknesses 10 mm whe es pees

wh reduced wdths are used, the mnimum widthshall be 5 mm




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8.634 Chemical anlysis smpls

The preparation of samples for produc anal yss s ha ll bein accordance wth EURONORM 1.

87 Test methos

87.1 Chmical analysis

For the determnation of the chemical composton thecorrespondng EU RON OR S* (see footnote 1 of clause �)shall apl in case odspute

872 Mechanical tsts

Mechanca l tests shal l be cared ou n the temperatuerange 1 O °C - 35 °C except where a specfc temperatures specifi ed for mpact tests.

8721 Tnil tsts

The tens l e test shal l be carried out in accordance withEN 10 0021.

For the specified ield strength i n table 4 the upper yieldstrength RH) shall be detrmned

f a eld phenomenon is not present the 02 proofstrength (Ro,2 ) or the Ro, shall be determned; in caseof dspute the 02 % proof strength Ro2) shall bedeterminedIf a non-proportional test piece s used for products wtha thckness 3 mm the percentage elongaton valueobtained shall be converted to the value for a gauge lengthL0 = 565y0 using the conversion tables gven nSO 2566/

8722 Impact tsts

he mpact test shall be carried out n accorance wthEN 1 0 045 1

The average value of the three test results shall meet thespecified requirement One indivdual value may be below

the mnmum average value specfed provided that it isnot less than 70 of that value

Three addtional test pieces shall be taken from the samesample in acordance with 861 and tested n any one ofthe folowing cases:

if te average of three impact values is lower than themnmum average value specfedif th average value meets the specifed requrement,but two individual values are lower than the mnmumaverage value specifedf any one value is lower than 0 of the mnmumaverage value specfed

Page 1 1

EN 10 025 : 1990

The average value of the six tests shall be not less tan theminimum average value specifed Not more than two ofthe ndivdual values may be lower than the minimumaverage v alue specfed nd not more than one ma belower than 70 of ths value

88 Retests

8.81 EURONORM 21 shall apply n respec of all retests.

n the case of strip and wire rod, retests on a rejected colshll be carred out after the cuttng of an additonallongitudinal secton of sufficen length to remove thecoil end effect with a maximum of 20 m

882 If the results of the mpact tests (see 8722) do notmeet the requrements, th product tested shall berejected and two frther sames from the same nspectonunt of equal or f not possible of the next lower productthickness shall be tested

f one of these retests does not meet the equrements ofths European Standard either the inspecton unt isrejected or followng consultation wth the purchaserthe remainder of the nspecton ut shall be retestedproduct b poduct in accordance with EURONORM 2 1

8.83 Rsubmissin fr tsting

EURONORM 21 shall apply in respect of resubmissionfor testng

8.9 Iterl defects

EURONORM 2 1 shall apply for testing for internal defects

8.10 nspectin document

8.101 For steel Fe 3 1 0 0 , only certfcates of complancewth the order sha ll be supled when specfed at the tme

of the enqury and order

8.10.2 For all other steels f agreed and specifed at thetme of the enqury and order one of the documentsspecified n EURONORM 21 shall be suppled. In thesedocuments the nformation groups A B and Z and thecode nubers 0 03 0 3 C40 43 and 7 ·C92according to EURONORM 168 shall e incl uded

See 4.1 c and pion 1 0

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Page 2

EN 5 :

9 Marking for fat and long products

Unless otherwise agreed at the time of the enquiry andorder products shall be marked by paint ing stampingenurble adhesive labels or attached tags with thefol lowing

The grade ind icated by its abridged designation(eg e 430 C)

A number by which the cast can b e identified(if inspection is by cast)

The manufacturers name or trademarkOptio 14.

Marki ng shal l be at a position close to one end of each

product or on t he en d cut face at the manufacturersdiscretion

t i s permissible for l ight products to be supplied in securelytied bundles n this case the marking shall be o n a labelattached to the bund le or on the top product of the bundle

10 Compaints after del ivery

EURONORM 2 1 shal l app ly i n respect of comlai nts afterdeliver and their processing

1 1 Options (see .)

All producs

1 Whether the steel m anufacturi ng process should beind icae with the exceptio n of steel Fe 3 0-0(see 7 )

2 Whether a special steel manufacturing process isrequired for qualit ies C, D1, D2, DD1 and DD2(see 7)

·3 Whether a special method of deoxidation is requiredfor steel Fe 360 B (see 7)

4 Whether a copper content between 0,25 % and 040 %

is required (see 7.)5a Whether additional c hemical requrements arerequred (see 7.)

5b hether a maximum carbon equivalent value isrequired (see 7)

6 or produs of qual ity D1, D2 DD1 and DD2 withnominal tickss <6 mm whether the grain size shallbe verified (see 7�}

7 Whether the im pt properties of quality B are to beverified by test (see 7 and table 5)

8 Whether products of qality 01 D2 DD1 and DD2shal l compl w ith the th rough-t hickness properties ofEURONORM 164 (see 76)

9 Whether the material sha ll be suitable for hotd ipzinccoating or enamellig (see 7)



1 Whether products have to be submitted to nspec

tion and testing and f inspecton and testng s eqredwhic h type and which inspection docment s reqred(see . c and 8..)

1 1 Whether the purchaser wishes to carry out nspectonat the manufacturer's works (see 8)

1 2 Whether the verificaton of the mechancal propertesfo the qualities B and 2 shal be carried out by o oby cast (see d and 8.) 1 Whether product analyss shal l be carred ot an d so the number of samples and the eements to bedetermi ned (see 8.)

14 Whether specific marki ng is required (see clause 9

. Fla products

H Whether the delvery condton s reqred fo thequaI ites 0 2 B and C (see 7 ...)

r Whether for materal of nom nal t hckness< 2 mm a suitabity for cold flangng s reqed(se 7 )

1' or plate and strp onl whether the sitab ote prouction of sectons by cold rollng of materalof nominal thickness < 8 mm wth bend ad gven ntle 8 is required (see 7...)

or f lat products of qual ity D1 D2 DD1 and DD

eah parent pla te or co whethe r the mpact test onor the impact test and the tensle test shall be aredout (see 8.)

19 or flat products of no mina l thckness > 3 mm around test piece may be sed for the tensle test (seefigure A 3)

. Long producs

2 Whether for the qualtes 0, 2 B C D1 and DD1 thedel ivery condtion is reqed (see 7. )

2 1 For bars only: whether the sutabilt fo colddrawin g is required (see 7)

22 Whether a suitability for slttng o heav sectonsis reqired (se e 7.)

23 or sections only the maxmm carbon content omaterial with nomi nal thickness > 1 mm (seetable 2) .

24 Fo r sectons wth a nomnal thck ness > 1 mmth e min imum mpact values (see table 5

Semi-finished producs

25 Whether semi- fn ished prodts shal l be tested(se 8.6.)




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Page 13

EN 1 0 0 25 : 1990

Tab Chemcal composition of the ldle analysis for flat and long products

Dinaton Typ of Sub- C n % max. fordeo group 5 > roduct omna

New Accordng Forme daton thickne in mmN3)4)accod EU 25-72 National Mn S p s

ng EN 16 > 16 > 06) % % % % %10 02-1> 40 max. max max max. max,

Fe 310-o7> opt. BS - - - - -

Fe 360 B7 opt BS 0,1 0,20 - 0,045 0,045 o,oqFe 360 B7 F U BS 0,1 0,20 - 0,045 0,045 0,00Fe 360 B FN BS 0,1 0 , 1 0,20 - - 0,045 0,045 0,009

Fe 360 C FN OS 0 , 1 0,1 0,1 - 0,040 0,040 0,009Fe 360 D1 F F OS 0 , 1 0,1 0 , 1 - 0,035 0,035

Fe 360 D2 FF OS 0 , 1 0 , 1 0 , 1 - 0,035 0,035 -

Fe 430 B FN BS 0,21 0,21 0,22 - - 0,045 0,045 0,009Fe 430 C F N OS 0,18 0,18 0,18 - - 0,040 0,040 0,009Fe 430 D1 FF OS 0,18 0,18 0,18 ) - 0,035 0,035

Fe 430 D2 FF OS 0,18 0,18 0,18) - - 0,035 0,035 -

Fe 510 B FN BS 0,24 0,24 0,24 1,60 0,55 0,045 0,045 0,009Fe 510 c> FN OS 0,20 0,20) 0,22 1 ,60 0,55 0,040 0,040 0,009Fe 510 D1 > FF OS 0,20 0,20> 0,22 1 ,60 0,55 0,035 0,035 -

Fe 51 0 2> FF OS 0,20 0 20 l) 0,22 1 ,60 0,55 0,035 0,035

Fe 510 DD1 > F F OS 0,20 0'20) 0,22 1 ,60 0,55 0,035

0,035-,

Fe 51 0 DD2 F F OS 0,20 0,20) 0,22 1 ,60 0,55 0,035 0,035 -

Fe 490 2 FN BS - - - - ,045 0,045 0,009

Fe 5902 FN BS - - - - 0,045 0,045 0,009

Fe 6902 F N BS - - - - 0,045 0,045 0,09

see 7.3> At the moment of publication of thi European Stndad th1 tanfomation of E URONORM 27 (974) in an Euopean tndad(EN 0 027-) i not complete and may be ubject to change 3) It i pemiible to exceed the pecified vaue povided tha fo each inceae of 0,00 % N the P max content wi l be educed by0005 %; the N content of the ldle analyi howeve hall not be moe than 0,012 %

4The ma x value fo nitogen doe not appy f the chemical ompoition how a minimum tota A content of 0,020 % o if ufficientothe N binding element ae peent The N binding element hall be mentoned in the inpection document.S) BS = bae teel; S = quality tee.6) Fo ectin with nominal thckne > 100 mm the C contet by ageement Option 23.

7>ny avaiabe in nomina thckne 25 mm8 Fo nominal thickne > 50 mm: C = 0,20 % max.9see 7.33lO for nominal thickne > 30 mm and for KP (ee 7532): C =0,22 % max.

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Table 3: Chemcal compositon of the produanalyss ased on table

Desgnton Type of Sb- C In % max. fordeox· grop

5)poduc noinal

New Accodng Forer don his n od· E 25·72 onl Mn Si p s 34

Ing E 406) - 2> ;o max max max max max

Fe 310·0> t. BS -

Fe 360 B > opt BS 0,21 02 0055 0055 , Fe 360 FU BS 0,2 1 0,5 065 0055 000Fe 30 B F N BS 0, 19 0, 9 0,23 0055 ,55 O ,Q 1

Fe 30 C F N OS 019 0 , 9 0 9 0050 0050 0 1Fe 30 D1 F F QS 019 0, 0,1 9 0045 45 Fe 360 2 F F OS 0 , 1 9 0,9 0 , 9 0045 0045

Fe 430 B FN BS 0,24 0,24 0,25 55 55 , F 430 C F N OS 0,21 0,2 0,2 8 ) 5 ,5 00 Fe 430 1 F F OS 0,2 1 0,21 0,2 8) 5 0045 Fe 430 D2 F F QS 0,21 0,2 0,21 8) 0045 ,5

Fe 51 0 B FN BS 0,27 0,27 0,27 70 06 0055 ,55 O ,Q Fe 510 C) FN OS 0,23 ' 0 ,23 ) 0,24 70 060 0050 0050 , Fe 510 1 > F F as 0,23 0,23 ) 0,24 1 ,70 060 0045 ,5

Fe 510 2 F F S 0,23 0,23 ,24 ,70 0,60 0045 0045 Fe 5 1 D D 1 9 F F a 3 3> ,4 ,7 6 45 45

Fe 50 DD2 > FF QS 0,23 02 3 0 ) 0,24 ,70 060 0045 ,5

Fe 4902 FN BS 0055 ,55 ,Q

Fe 590-2 FN BS 55 ,55 ,

Fe 6902 FN BS 0,5 5 0055 ,

73.

> At h on o ub caon of hs Eropan ndd h ransormaon o U RONO RM 27 ( 74) in an uopan stanad(N 10 02- was not compl and may b subjec o changs

> I s prmissibl o xcd th spcid vaus povdd tht or ch ncrs o 000 th P max contnt dud 0006 %; h N conn o h product nayss howvr, sh no b o han 0,04 .4l Th max. valu or nitrogn dos not appy i h chmical composition sows m inimu m tota contnt o 0020 o sucnt

othr N binding lmnts r psnt Th binding lmnts shall b mntond n th insction docmn5l B S bas s qaliy sll Fo scions wh noinal hik nss > 00 m h C contn by agrmn Option 37l ly ilbl in noinal hicknss < 2 mm.

Bl Fo nominal thicnss 0 mm: = 02 ax

9) 33) o nomin thknss 0 m nd or K (s 73: 0,24 mx.

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�:

g

Table 4: Mechanical propeies fr fa and l ong product

Designation Ty of Sub-deoxi group4>

New According Former dationaccord E 25-72 NaionalngEN 21

Fe 3100 opt. BS

Fe 360 B opt BS

Fe 360 B FU BSFe 360 B F BSFe 360 C F OSFe 360 D FF O

Fe 360 2 FF OS

Fe 430 B F BSFe 430 C F

Fe 430 D1 FF OS

Fe 43 D2 FF O

Fe 5 0 B F BSFe 510 C OSFe 510 D1 FF OSFe 510 D2 FF O

Fe 50 DD1 F O

Fe 510 DD2 FF OS

Fe 490 2 FN BS

Fe 5902 SF BS

Fe 6902 F BS

M.nimum yie ld strength ReH in N/mm2

Nominal thickne in mm

> 6 > 4 > 63 > 80 > 00. 6 < 40 63 < 80 ; 00 ; 50

185 175 - - - -

235 225 - - - -

235 225 - - - -

35 225 215 215 215 195235 225 215 215 215 195235 225 215 215 2 5 195235 225 215 215 25 195

275 265 255 245 235 225

355 345 335 325 315 295

295 285 275 265 255 245

335 325 35 305 295 275

360 355 345 335 325 305

> 50 > 00< 00 < 50

- -

- -

- -

185 l75185 75

185 175185 175

215 205

285 275

235 225

265 255

295 285

Tensile stength R in N/mm2 )

Nominal hicne in mm

; 3 > 00 3 < 00 < 50

310540 290510 -

360510 340470 -

3605 340470 -

3605 340470 34047036050 340470 340470360510 340470 34047'0360510 340470 340470

430 580 410 560 400 50

510680 490 630 4706 30

490-660 4706 10 450-61 0

590770 5707 . 55071

690900 670830 650830

The values in the tabe appy t o ongtudna test peces ) for the tense tes. For pate, strp and wde fats wth wdths 600 mm transverse test pces () are appcabe

> 50

> 50

-

-

-

340-470340470

340470340470

380540

450 63 0

440 61 0

54071

64083

2 At the moment of pubaton of ths European Standard the transformaton of EURONORM (94) nto a European sandard (E 0 07 ) s not compete and may be subjetto changes

l Ony avaabe n nomna thckness < 5 mm.

4 BS = base stee; GS = quatY steeJ These stees are normaly not used for channe s anges and sectons

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V

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Table 4: Mechanical propeies fr flat and ong produ (cotinue)

Digntion Ty of Sub Poition Minimu pernt eongion doxi- goup4> o t

New According Forme don iec1l L0 =0 mm L0 5,5 .S0acrd EU 252 Naion Nomin hickn n mm Nomin hicknsin mmingEN0 02 > > > ,5 > > 5 3 > 4 > 6 > > 5

" " 5 " 5 < ; 6 ;5 5

Fe 31 00 3) opt. BS 1 1 0 1 1 1 1 3 1 4 1 8 - - - -

t 8 9 1 0 1 1 1 2 1 6 - -

Fe360 B 3) opt BS 1 18 1 9 20 21 26 25 24 22 2 1

Fe 360 B 3) FU BSFe 360 FN BSF e36 0 C F N OSFe 360 1 F F SFe 360 2 F F O t 1 5 1 6 1 7 1 8 19 24 23 2 2 2 2 21

Fe 430 F N BS 1 1 4 1 5 1 6 1 7 1 8 22 2 1 20 1 8 1 7F 430 C FN OFe 430 1 F F OSFe 430 2 F F OS t 1 2 1 3 1 4 15 1 6 20 1 9 1 8 1 8 1 7

F e 5 1 0 B F N BS 1 1 4 1 5 1 6 1 7 1 8 22 2 1 20 18 17

F e 5 1 0 C F N OSF e 5 1 0 1 FF OSFe 51 0 2 FF OSF e 5 1 0 1 FF OSFe 510 2 F F OS t 1 2 1 3 1 4 1 5 1 6 20 19 1 8 1 8 1 7

Fe 4902 FN BS 1 1 2 13 14 15 16 20 1 9 1 8 1 6 1 5

t 1 0 1 1 1 2 1 3 1 4 1 8 1 7 1 6 1 5 14

Fe 5902 F N 1 8 9 1 0 1 1 1 2 1 6 1 5 14 1 2 1 1

t 6 7 8 9 1 0 14 13 12 1 1 1 0

Fe 690-2 FN BS 1 4 5 6 7 8 1 1 1 0 9 8 7

t 3 4 5 6 7 1 0 9 8 7 6

l The vaues in te tabe appy to ogitudia test ieces ( 1 ) for te tesie test. Fo ate, stip ad wide fats wit widths 6 mm traserse test i eces (t)ae apJ cab e

At te momet o ubicatio of tis Eroea Stadard the tasfomato of EURONORM 27 1974) ito a Euoea stadard (EN 10 027-1) s ot competead may be subjec to cages

Oy avaiabe nomia tckess m m

4 BS = base stee; QS quaity stee.

Tese stees are ormay ot used fo hanes aes ad sectos

m " Qc .

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H

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7/23/2019 BS en 10025_Acrobat



B S I BS * EN*10*025 90 162466 103 3 87 8 •

Table 5: Mechanical prorties - impact strength KV longitudin for flat andlong products >

Desat ub· eatre M , eer (J)r 3ex· a te

e Ar Fre ar- E 2572 ataI E > 104 > 1 50 4)0 021 > o c 1 50 250

F e 3 1 · 0S opt. BS - -

Fe 36 B5 6 opt BS 2 27

Fe 36 B5 6 FU BS 2 27

Fe 36 B

6F N BS 27 23

Fe 36 C FN O 27 23

Fe 36 D1 F F OI -2 27 23

Fe 36 D2 F F as -2 27 23

Fe 43 B 6 F N BS 2 27 23

Fe 43 C FN O 27 23

Fe 43 D1 FF O -2 27 23

Fe 43 D F F Qi -2 27 23

Fe 51 B FN BS 2 27 23

Fe 51 C FN QC'. 7 23

Fe 51 D1 F F QC'. -2 27 23

F e 5 1 D2 F F QC' -2 27 23

Fe 51 DD1 F F Q -2 4 33Fe 51 DD2 F F Q -2 4 33

Fe 492 FN Bi

Fe 592 FN BS -

Fe 692 FN BS - -

l) or subsize test pieces gure 1 appies

2 t the moment of publ caton of this uropea Standad the transformation o URO NOR 27 (197nto a uropean standard (N 10 027-1 is ot complete and may be subject to changes BS = base steel; S qual ity stee

41 or sections with a nomnal th ickness > 10 mm the v1ues shall be agreed Optio 2.5 Only available in nomina thickness 25 mm.

The mpact properties of quaity B products are verfied only wh en specified at the t ime of the enquiryand oder Option 7

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Page 18

EN 1 0 025 : 1 9 9 0

Table 6: Technoogica prpertes

Dignatio Sub-group 2> Sultabity for

New accord� Accori Cod fai! Cod ro Cod drawiE 10 027-1 EU 2672 formi

Ka3) 4 KP3 S KZ >

Fe 360 B OS x x x

Fe 360 BFU OS x x x

Fe 360 BFN OS x x x

Fe 360 C OS x x x

Fe 360 1 OS x x x

Fe 360 2 OS x x x

Fe 430 B OS x x x

Fe 430 C S x x x

Fe 430 1 OS x x x

Fe 430 2 OS x x x

Fe 510 B OS x x x

Fe 510 C OS x x x

Fe 5 1 0 1 S x x x

Fe 51 0 2 OS x x x

Fe 1 0 1 OS x x x

Fe 510 2 OS x x x

Fe 4902 OS - x

Fe 590·2 OS - - x

Fe 690-2 OS - x

1l At he mmen f pbn h s pn Sndd h nsmin R ON ORM 27 ( 974 rpen sndrd EN 10 0- ) s n cmpl nd my b subjc cngs.

> s = quality steel In accordanc wi N 10 020.

3 Cd lrs b Indcd In dsgnn (s 6224> Formr nnl dsgnins re givn n bl

S Frmer natnal esgnatins are gven in table 8 .

Formraaldsgato

Copght British Standards InstitutionRepod b I HS nde iswt BS - Unconoled Cop

Document proded b IHS Licensee=Hong Kong Polytechnic Univ/9976803100,0/2004 41 : MT Qesos o cents ab ou is essa: pease ce c oc Gp a 303397-295.

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Tabe 7: Minimu vaue of the bend radius for cod fanging of fa producs of KO sees

Dignation Bendingdiection

3>Min. recommended inside bend radius fr nomina thicknesses in mm

New accodin� Accoding Fome > 1 1 > 2 3 > 4 > 6 > 7 > 8 > 10 > 12 > 14 > 16 18EN 1 7-1 EU National 1 ;2, < 3 4 " 5 " 6 < 7 < 8 < 10 < 12 ;14 < 16 ; 1 8 " 20

Fe 360 B

Fe 360 BFU

Fe 360 BFN t 16 25 3 5 6 8 1 0 1 2 1 6 20 25 28 36 40e 360 C 1 1 6 2,5 3 6 8 1 0 1 2 1 6 20 25 28 32 40 45

Fe 360 1

Fe 360 2

Fe 430 B

Fe 430 C t 2 3 4 5 8 0 1 2 1 6 20 25 28 32 40 45

Fe 430 1 1 2 3 4 6 1 0 1 2 1 6 20 25 32 36 40 45 50Fe 430 2

Fe 510 C

F 510 1t 25 4 5 6 8 1 0 1 2 1 6 20 25 32 36 5 50Fe 510 2

e 10 11 2,5 4 5 8 1 0 1 2 1 6 20 25 32 36 40 50 63

Fe 510

l Th desigto shl be cqpleed with Q (see .5.31)

2>At the ment of publcation of ths Euroea Stndard the tansformatin of EURONORM 27 (1974) nto a Eu ropean standard (E 1 0 07-1) is not compete an d may be �ubj.ec

to cange5.3) t trasvrse to the ro g irecton

1: paalel to the olng dicton

:

00!q "• D

� ( C �0 (

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z*I

C

*Crl

-

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BSI B*EN*10*05 90 • :L624669 0103390 8 •

Page 20

EN 10 026: 990

Table 8 Cold roll forming of flat products of steels

Dsigntion1

Newco·n EN

coinEU 25·72

Min. racommand nsidbnd dii fo nominl

Fo thickne Isl In 3>Ntion

10 027-1 2> s . 6 m m 6 < s 8 m m

Fe 360 BFe 360 BFUFe 360 BFN

1 sF e 360 C

Fe 360 D1

Fe 360 D2

Fe 430 BFe 430 C

15sFe 430 D1

Fe 430 D2

Fe 5 10 C

Fe 510 D1Fe 51 0 D2 2s

Fe 5 1 0 D D1

Fe 51 0 DD2

l The designaton shall be completed wth KP (see 753.2)

2l At the moment of publcaton of ths European Standard thetransformaton of ERONORM (94) nto a Europeanstandad (EN 7 ) s not complete and may be subject tochanges.

3) The values are appl cable for bend angles . 9 ° .



1 ,5s

2s

25s


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enerJ

4

37

3

7

7

I

v

I

I

/

6 7 8 9

Figure 1 : Minimum impact enrgy values (J) fr im pacttest piees with a width between 5 and 10 mm

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EN 0 05 990

Anex A. Locatin of samples ad test pieces (see UROOBM 18)

(This annex fors an ntegra part of this standard.

This annex givs nformation o n th usual location ofsaples and test piecs in the absen of requrnts inth product quaity tandard and the ordr

The following thr ategres of prouts ar coerd:

bas, channls ngls, T sctions and sctins(figur A 1 )

bars and wir (including wire rod (figure A 2)flat products (fgre A 3).

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i-finishd products for forging in general purpose

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L Location f l 2 )

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Figur A 1 : Bams, chnnls angles T sections and Z sctons

l By grm, th saple b taken om the we, qurer f th ot h1�lght.

2> Tst ps a takn fom th spl as d atd fgr A 3. Fo stons wh Id fags achg of tin ind su r s permittd n od to ma t pl to the ot h sua






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BSI BS*EN*1D*D25 90 . 1624669 0103393 3 .

Page 23EN 1 0 025 : 1990

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1) For products with smal dimensions ( or b . 25 mm) the test piece, if possile conssts of an unmachined full sectionof the produc.

> For products of diameter or thickness . 40 mm the manufacturer may either apply- th rules specfed for products o dameter or thcness . 26 mm or- take the test piece at a location nearer the centre tan ndicated n the fgure.

3l For products of round cross section the axis of the notch Is approximately a daona; for poducts with rectangularcross secton the ais of the notch is perpendicular to the greatest roed surface

Figure A 2: Bars and wire (including wre rod)

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Page 24EN 1 25 : 199

Typeo tes

Tnion

a2

B I B * * * . 6 6 6 3 3 .

Tckeo ouc

mm

"

>

> 1

Orienaonof he test piece

fr widt of

< mm

lon-tudn

on

tudn

mm

trns·vrs

on

tudnl

Dnce of e e efom e role rfce

mm

rolld surfc

l In case of doubt or dispute, or products o thicknss greater than or e1qua to 3 mm use propotional test pics o gauglngth L0 = ,65 S0• For normal testing or reasons o economy tst piecs o a constant easung lngt a sprovided th rsult obtaind or elongation ater aking is convetd a recognized ormua (see o xape ISO 66- Convrsion o lo ngation valus) .

For products o thickness great than 30 mm a round test pice ma e usd i agreed etween t partsOpton 9 .2) The ais o the notch shal b prpendicular to the surac o th product

Figur A : Ft roduc


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Annex B. Lis of naional sandards which cotspond o EURONORMS rfereed*{for informaion)

Until the foowing URONORMS are tanformed into uropean Standards, hey may b eith er impementd reference made t th e coresponding national standard as listed in ta ble 9

- -

ae 9: EURONOMS with corresponding national! standads

EURONORM

1 8

1

2 1

24

27

29

34

44

48

51

52

53

54

55

56

57

58

59

60

61

6566

67

79

91

103

162

164

168

Circular

No. 2

Coresponding ntional tandrd In

Germany

DIN 1025 T5

DIN 1 7 010DI N 59 049

DI N 1025 T1

DIN 1026

DI N 1 543

DI N 1 025 T2DI N 1025 T3DI N 1025 T4

DI N 1 025 T5

D I N 1 01 6

D I N 1 01 6

D I N 1 7 01 4

DIN 1025 T2DI N 1 025 T3DIN 105 T4

DIN 106

DIN 1024

DIN 1028

DIN 102

DIN 1 017 T1

DIN 10 14 T

DIN 1 013 T1

D I N 1 01 5

DI N 59 130D I N 1 01 8

D I N 1 0 1 9

DI N 59 200

DI N 50 601

D I N 1 1 1 DIN 5 41

SL 096

SW 08

Frnce

N F A 03 1 1 1

N F A 45 205

N F A 03 1 1 5

N F A 45 210

N F A 02 005

N F A 46 503N A 46 504

NF A 45 21 1

NF A 45 206

N A 46 100

N F A 46 50 1

NF A 02 010NF A 02 012

N F A 45 201

NF A 45 007

NF A 45 00 >

NF A 45 00 >

NF A 5 01 0 >

NF A 45 005 >

NF A 45 004

NF A 45 003 >

NF A 45 006 >

N F A 45 075 >

N F A 4 5 0 1 1

NF A 40 001

NF A 46 012

NF A 0 102

N A 37 1 01

NF A 36 202

NF A 03 1 16

NF A 36 000

United Spain yKingdom

BS 4360 UN 36- 300 U N I U 1 UN E 36400

UN 36526 UN I 538

BS 4360 UNE 36007 UN I EU 21

S 4 UNE_36521 UNI 5679UN 36 522 UN I 560

UN E 36009 UNI EU 27

BS 4360 UN 36559 UNI -EU 29

BS 4 UN E 36 527 UNI 5 7UN E 3652UN 36- 529

BS 4 U NE 36526 UN I 59

BS 144 UN E 36- 553 UN I 665

BS 1449 UN 36 560 U N I E 51

BS 6562 UNE 3606/1 UNI U 52

BS 4 UNE 36-527 UN I 5397UN E 36 52UN36·529

BS 4 UN 36525 UN I EU 54

BS 4 UN E 36 533 UNI EU 55

BS 448 UNE 6531 UN I EU 56

BS 4848 UNE 36532 UNI EU 57

BS 460 UN 36 543 UNIU 5

B 4360 UN E 6542 UNIU 59

BS 436 UNE 6541 UN I U 60

BS 70 UN E 36547 UN I 7061

BS 3 1 1 1 UN E 36- 546 UN I 7356 UN I 6630

BS 44 UN E 36-548 UN I EU 67

BS 6562 UNE 36501 UN I 272

BS 4360 UN I EU 91

BS 440 UN E 720

BS 2994 UNE 36 570 UNI 7344

BS 6780 UNE 36 -083 UNI EU 164

BS 4360 UNE 3600 UNIEU 16

BS 51 35

l) NF A 45 001 and NF A 45 101 shall be added for the ol1ances.

*Natonal footnote: Sea nationa forawod and natonal apendx B fo a st f standads to be used n conjnton wth ths tandard.






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E N 1 0 025 : 990

Tabl 9: EURONORMS wh rspg aal saa (continued)

EURONORM Coresponding national stanard In

Bglum Portul

1 8 B A 03-001 P451

9 33

2 000 49

4 B 30 -

27 B 4

2 9 430 -

3 33 7

44 3·04

48 -

6 B 43 03

6 97

63 B 33

64 404 338

66 24 06 337

6 B 4 20 336

67 40 33

8 B 340 -

340 333

334

0 3403 33

3404 -

6 240

B 403 -

7 B 0 0 8

9 4330 -

03 40 87

000 -

4

8

ircular - -

o

opyght British Standards Institutioned by IHS de is wt BS - conoled Cy

Swede

SS 11 01 0SS 0 06

SS 2 7 40

SS 00 0

93 0

SS 7 6

S 7 3

MC 0m�M 00£>

S S

SS 7 0

SS SS 7 E

SS 7 4 0

-

-

SS 0 0

SS 7 EiO

SS SS 7 6

SS 27 :;m

SS 7

SS 7

SS 0

SS 7 6

S 0

-

-

SS 70

SS 0 0

SS 0

-

-

SS 44

S 00

SS 0 40 2.

Austra

-

M 3

M 30

M 3

-

D 43

DI 0 T

D 0 T3DI 0 T4

M 3

D I 0

M 3

M 30

-

M 3

M 347

M 330

M 3

M 3

M 327

M 38

M 33

-

M 30

M 33

M 33

Noway

NS 0 00S 0 00

-

S 0 00

S

-

S 0

S 0

S 90

S 90

S 0

S 0

S 03

S 0

S 0

S 0

S 00

S 03

-

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Annex C. List of corresponding former nationa l designations (fr inforation)

Tabl 10: List of corrspondig rmr nationa dsignatons

Dignaton Equvalet ormer desgatons

New Accodg Gemany Fce Uted Spa Ity Begum Sweden Potuga Austa N.oway

accodng EU 57* KgdomEN Wek- Desgaton

> soff

mme

Fe 30-0 .0035 St33 A 3 A 30 Fe 320 A 320 3 00-00 Fe 3 0-0 S t 320

Fe 360 8 0037 S 37 2 E 242 Fe 360 8 E 235-8 3 00 Fe 3608 NS 2 20

Fe 360 8FU 0036 US t372 AE 235 8FU US 360 8 NS 2 22

Fe 360 8FN 003 RSt3 7-2 40 8 AE 235 8FN 3 200 RSt360 8 NS 2 23

Fe 360 C 0 6 St373 U E 2 - 3 4 0 C AE 235 C Fe 360 C AE 235-C Fe 360-C St30 NS 2 24

S360 CE

Fe 360 .0 6 St 373 NE 244 40 AE 235 Fe 360 AE 235 Fe 360- St360 NS 2 24

Fe 360 2

Fe 430 B 0044 t442 2-2 43 B A 25 B Fe 430 B A 255B 4 2-00 430-B t40 B 2 42

Fe 430 C 044 S 443 U E 23 43 c AE 275 C Fe 430 C AE 255C Fe 430C St430 C NS 2 13S 430 CE

Fe 430 044 S44-3 NE 24 43 AE 275 Fe 430 AE 255

4 400Fe 430 S 430 NS 2 43

Fe 430 2 - 4 4 - 0

Fe 5 0 8 E 362 50 8 AE 355 8 Fe 5 0 8 AE 355-8 Fe 50 8

Fe 50 C 0570 S 52-3 U E 363 so c AE 355 C Fe 5 0 C AE355-C Fe 50 C St s0'c NS 53

Fe 50 0570 St 523 N50 AE 355 Fe 5 0 AE 355- F 5 0 S 50 D NS 2 53

Fe 50 2

Fe 5 0

E 3 6 4 A E 3 5 5 Fe 5 0-e 5 0 2

Fe 4902 050 S 502 A 502 A 490 Fe 40 A4902 500 Fe 4902 S 490

5 500

Fe 5902 060 St 602 A 602 A 590 Fe 50 A 5902 6 50 00 Fe 590-2 S 590

6 50-0

Fe 690 070 S 70-2 A 702 A 690 Fe 650 A 6902 6 55 00 Fe 6902 S 690

6 55-0

I) A he momnt of pub ication of ts uropan Standard t transormation of E URONORM 27 ( 1974) nto a uopean standard ( N 0 027- I is not omplete and may b subjet to anges.

*Nationa footnote: See nationa foeword and 6.2 fo desgnations to be sed n· conjun ction with this standar

See natonal foeword for detais of textal error.

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B S I B S * * 6 4 6 6 3

Page 28E N 0 025 990

nnx D. on-cnflictin ntionl dditions

(This part of this European Standard appies only for theUnited Kingdom vesion of this standad.)

In the United Kingdom the grades 40 A, 43 A and 50 Aae widey used hese gdes hae no speced mpcpoperties he other mechanical properties ae the sameas tose specified i n table 4 for Fe 360 B e 430 B andFe 51 0 B.

he chemical composition of the ladle analysis fo flatand long poducts is specfied in table 1

Tb 11: yr a � ru

· Chm mp()

c SI M p s Nb V

% % % % % %

max max max. ax max.

Fe 360 A 0,22 0,50 1,60 0,050 0050

Fe 430 A 0,5 0,50 ,60 0,050 0050

Fe 510 A 0,23 0,50 1,60 0,050 0050 0,003 - 0 1 0

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BSI BS*EN*10*025 90 •I 162 4 669 0103399 4 .

National appendix A

The United Kngdom particpation in the prepaaton fthis Euopean Standard was entusted by the Iron andSteel Standads Policy Committee (ISM/·) to echnicalCommittee ISM/1 2 upon which the folowin bodieswee represented :

BEAMA Ltd.Bitish Constructional Steewok Association tdBritish Railways BoadBritish Stee IndustyConty Suveyos' ocietyDepartment of ansportInstitution of Stuctural nineers

Lloyds Reiste of ShippinLondon Reional ansportNationa Association of Steel StocholdesRa iway In dusty Association of Geat Bitai nSociety o Moto Manuactues and aders imitedStee Construction InstituteWeding Institute

.

B S E N 1 0 0 25 : 19 90

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S EN 1 0 025 : 1 90

National appendix B

A list f stadards t be applied where this stadard refers t Euroorms which have t yet been transfoed ntoEurpea Standards is given i n table B .1

Tabe B.1. Applicable standards

Referenced standards

N,

Geneal standards

E 10 020 (1989)

EUROORM 21 (1978)

EUROO RM 27 (1 974)

EUROOR M 52 (1983)

EUROORM 79 (1982)

EUROORM 162 ( 1981 )

EUROO RM 163 ( 1983)

EUROO RM 168 ( 1986)

IfrmatioCircular N 2 (1983)

Stadards on testig

E 1 0 002 1 (1989)

E 10 0451 ( 1989)

EU RO OR M 1 8 ( 1 979)

EUROORM 103 ( 1971 )

EUROORM 164 (1983)

ISO 2566/1 (1984)

Cheical aalysis

Varius EUROORMS



Appl icable sandads Com mes

Tile

Definitio and cassificatin f grades BS 6562 Pat 3 ( 1 990)

of steelsGeneral echnical del ivery equire E UR ON OR M 2 1 (1978)mets for steel and irn an d steelprducts

Designato f steel EU RON OR M 27 (1974)

Vcabulary f heat treatment term BS 6562 : at 1 ( 1 985)f ferous products

Defiition and classificati of steel EURONORM 79 (1982)prducts by shape and d imensis

Cold rlled sectis - Technical EUROORM 162 ( 1981 )cditis o f del iver

Delivery cnd itions fr surface EU ROOR M 163 (1 983) F plates andfi ish f ht rlled plates ad wde fatswide flats BS 4360 (1990) F sectons,

Irn and steel prducts Ispecti EURO NORM 168 ( 1 986) lats and bas

documents - Ctents

Weldable fi egrained structural BS 5135steels - Recommedatis frprcessing in particula r fr weld ig

Metall ic aterials - Tensile testing BS EN 10 002 Pat art 1 Methd f test (at amb ie ( 1 990)temperatue)

Metall ic materials Charpy i mpact BS E 1 0 045 art 1

test - Part 1 Test method ( 1 990)Selection ad peparatin f samples EU RONOR M 1 8 ( 1 979)and test pieces fr steel and irand steel prducts

M icrcpic determiatio f the BS 4490 ( 969)ferritic ad austeitic grai si ze fseel

Steel flat prducts with spe cified EUROOR M 164 ( 983)thrugh thickess prpeties -Techn ical cditins f del ivery

Steel - Cnversio f elngati ISO 2566/1 ( 1 984)values - Part 1 Carb ad lowalloy steels

Use apprpateBritish Standards

32




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BS! BS*EN*10*025 90 • 1624669 0103401 9

BS EN 10 025 : 1990

Table B1 (concluded)

Refrncd standards Applabl sandards

No. Tie

Standards on dme nsonsand toleranes

EURONORM 17 (1970) Non al loy base steel wre rod for cld B 495 (1973)drawng Dmensns and tolerances

E UR ON OR M 1 9 ( 1 957) IP beams parallelf langed beams BS 4 Part 1 (1980)

URONOR 24 (1962) tandad beams and hannel BS 4 : at 1 (190)

sectons TolerancesEURONORM 29 ( 19 8 1 ) Hot-olled plates mm thck or EURONORM 29* ( 1 9 8 1 )above Toleancs on dmensons,shape and mass

EURONORM 34 (192) Hot- oll ed wde-flaned eams wth BS 4 art 1 (1980)parale l aces olanes

URON ORM 44 (196} Hot�rolled P E beam Tolerances BS 4 Part 1 1980)

EURONORM 48 (1984) Specfcato for hot· olled narow BS 1449 Par 1 (198)steel strp Tolerances on dme nsonsshape and mass

EURONORM 51 (1982) Cntnuou sly ho rll ed nn-cated BS 1449 art 1 1983)sheet/plate and strp of nonalloyedand a lloyed stel wt specfed

m nmu m yeld strenth Toleanceson dmensons and shape

EURONORM 53 (192) Wde-flanged beams wth parallel BS 4 Part 1 (1980)flanges

EURONORM 54 (1980) Small hotolled stee channels BS 4 Part 1 (1980)

URONORM 55 (1980) Hot- rolled equal fange ts wth BS 4 Part 1 (1980)radused root and tos n steel

EURONORM 56 ( 1 977) Hotrolled equal angles (ith BS 4848 Part 4 (1986)rdused oot and toes)

URONORM 57 (1978) Hot olled unequa l agles (wth BS 4848 Pat 4 (1986)radused root and tos)

URONORM 58 (1978) Hot olled flats for gneral puposes BS 4360 ( 1 990) (1990)

EURONORM 9 (1978) Hot- rolled square bas fo general BS 4360 ( 1 990) (1990)purposes

EURONORM 0 (1977) Hot roll ed round bars for general BS 460 (1990) (1990)purposes

URONORM 61 (1 982) Hot- roll ed steel hexagons BS 970

EURONORM 65 (1 980) Hotrolled round stee bars for BS 3 1 1 1 (1987)screws and vets

EURONORM 66 (1967) Hot rolled half-rounds and URONORM 66flatened half oud

EURONORM 67 (1978) Hotrolled bulb flat BS 4848 Part 5 (1980)

URONO RM 91 ( 1 9 8 1 ) Ht-ol led wde flats Tolerances EU RONORM 91 ( 1 981 )on dmensons, shap and mass

*Ulss otherwise specfied Class A toeanes apply.

Uess othrws sped, Cass I toeranes app

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