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IS : 1570(Part 2/Set 1) - 1979 Indian Standard SCHEDULES FOR WROUGHT STEELS PART 2 CARBON STEELS (UNALLOYED STEELS) Section 1 Wrought Products ( Other Than Wires) With Specified Chemical Composition and Related Properties (: First Revision ) ( Third Reprint JANUARY 1999 ( Incorporathg Amendment No. 1) UDC 669.14 (083.4 ) 0 Copyright 1999 BUREAU OF INDIAN STANDARDS MANAK BHAVAN, 9 BAHADUR SHAH ZAFAR MARG NEW DELHI 110002 Gr 5 October 1979
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Page 1: Is 1570-2.1schedules for Wrought Steels

IS : 1570(Part 2/Set 1) - 1979

Indian Standard

SCHEDULES FOR WROUGHT STEELS

PART 2 CARBON STEELS (UNALLOYED STEELS)

Section 1 Wrought Products ( Other Than Wires) With Specified Chemical Composition and Related Properties

(: First Revision )

( Third Reprint JANUARY 1999 ( Incorporathg Amendment No. 1)

UDC 669.14 (083.4 )

0 Copyright 1999

BUREAU OF INDIAN STANDARDS MANAK BHAVAN, 9 BAHADUR SHAH ZAFAR MARG

NEW DELHI 110002

Gr 5 October 1979

Page 2: Is 1570-2.1schedules for Wrought Steels

1s : 1s7o(Paft 2/set 1) - 1979

Indian Standard SCHEDULES FOR WROUGHT STEELS PART 2 CARBON STEELS (UNALLOYED STEELS)

Section 1 Wrought Products (Other Than Wires) With Specified Chemical Composition and Related Properties

( First Revision ) Alloy Steels and Special Steels Sectional Committee, SMDC 19

Chairman Repesmling

DR G. MUKHERJEE Steel Authority of India Ltd (Alloy Steels Plant ), Durgapur

S~nr A. N. BISW,\S SH~I S. K. BASU ( Alter&e)

Saar B. C. BISWAS SRRI A. M. BISWAS ( dlfernarc )

SHRI P. K. CEIAKIZAVAHTY DR T. MUKHERJEE ( Alternate)

SHRI P. K. CHATTCKJEE

Guest, Keen, Williams Ltd, Howrah

National Test House, Calcutta

The Tata Iron & Steel Co Ltd, Jamshedpur

,_ MifiTtry of Defence ( DC1 ) SHI~I P. K. GAN~OPADHYAY ( Auernare )

SHRI K. M. CI~AUDIIU~Y Nationa! Metallurgical Laboratory (CSIR ),

SHnI DASARATIIA Jamshedpur

The Visvesvaraya Iron & Steel Ltd, Bhadravati SHRI B. C. BASAVA~AJ (Alternate )

SHRI S. V. D~TAR Ahmedabad Advance Mills Ltd, Navsari SRRI M. K. Gnosn ( AItemate)

SHRI h. D. DIAS SHBI M. K. DATTA

The Indian Tool Manufacturers Ltd, Bombay Steel Authority of India Ltd ( Alloy Steels Plant ),

SHRI R. C. JHA ( Alternale ) Durgapur

SHRI S. B. GUPTA Directorate General of Supplies & Disposals

SIIRI P. K. GYNE ( Affernafe ) ( Inspection Wing), New Delhi

JOINT DIRECTOR (MET), RESEARCH Ministry of Railways DESIQNS AND STANDARDS ORGANIZATION

D~PIJTY DIRECTOX ( MET-II_), RDSO ( Alfernate )

( Continued on page 2 )

@ Copyrighf 1979

BUREAU OF 1NDIAN STANDARDS

This publication is prorertrd under the Indian Co$yigL Act ( XIV of 1957) and

reproduction in whole or in part by any means except with written permission of the

oublisher shall be deemed to be an infringement of copyright under the said Act.

Page 3: Is 1570-2.1schedules for Wrought Steels

IS : 1570(Part 2/Set 1) - 1979

( contimsed~om page 1 )

Members

S~sr S. R. KHARE

Reprcseafing

SHBI V. N. PANDAY ( Ahnate ) Indian Register of Shipping, Bombay

SERI R. S. KOTHAWALE Bharat Forge Co Ltd, Mundhwa, Pune Saab S. S. LAKKUNDI ( Allcraals)

DE D. P. LAEIBI SHBI I. N. BHATIA ( Afremek )

Ministry of Defence ( R & D )

SHRI K. N. bfEHl%A Heavy Engineering Corporation Ltd, Ranchi SRRI D. K. DAS ( Altmafr )

SHEI L. MIEEBA Directorate General of Technical Development,

San1 M. K. BANERJEE ( Al&mu&) New Delhi

Saul A. PADMANABHAN Ashok Leyland Ltd, Madras SEaI I. M. PA1 Firth India Steel Co Ltd, Thane

Saxr B. M. PA1 ( Aftmatc ) Dg R. V. PATEY Mahindra Ugine Steel Co Ltd, Bombayj and Alloy

Steel Producers’ Association of India, Bombay SHRI R. NARAYANA ( Al&mate )

SHRI M. K. PRAMANIK Mahindra Ugine Steel Co Ltd, Bombay Iron & Steel Control, Calcutta

SARI S. S. SAHA ( A&mats ) DE V. RAMASWAYY Research & Development Centre for Iron and

SHRI S. R. MEDIRATTA ( Altcmafe ) Steel ( HSL ), Ranchi

Sanx M. RAN~ASHAI Hindustan Machine Tools Ltd, Bangalore San1 SANJIT SEN (AIlmate I ) Swnr P. RAMA PBASAD ( AIlera& II )

SEEI A. K. ROY The Tata Engineering and Locomotive Co Ltd,

DR S. K. MONDAL ( Alternuls) Jamshedpur

SHRI D. SIZINIVASAN Steel Furnace Association of India, Calcutta Da S. K. CEATTEBJEE ( Altmafc)

SHRI Y. C. SIJBRAHWANYA Ministry of Defence ( DGOF ) SHRI K. S. VAIDYANATHAN M. N. Dastur & Co Pvt Ltd, Calcutta

SARI C. J. DAVE ( Altmate ) SRB~ C. R. RAMA RAO, Director General, IS1 ( Ex-ofiio Member )

Director ( Strut & Met ) hretary

SHRI VIJAY KUMAR Assistant Director ( Metals ), IS1

Subcommittee for the Revision of Schedule for Wrought Steel for General Engineering Purposes, SMDC 19 : 5

San1 P. K. CEAKRAV~TY The,Tata Iron i?z Steel Co Ltd, Jamshedpur

Membm

SHRI S. K. BABU SERI P. K. CRATTERJEE

Sunr M. K. SEN ( Alternafa )

Guest, Keen, Williams Ltd, Howrah Ministry of Defence ( DGI )

( Coatinued on page 18 )

2

Page 4: Is 1570-2.1schedules for Wrought Steels

IS : 1!57O(Part 2/Set 1) - 1979

Indian Standard

SCHEDULES FOR WROUGHT STEELS

PART 2 CARBON STEELS (UNALLOYED STEELS\

Section 1 Wrought Products (Other Than Wires) With Specified Chemical Composition and Related Properties

( First Revision ) 0. FOREWORD

0.1 This Indian Standard ( Part II ) ( First Revision ) was adopted by the Indian Standards Institution on 5 March 1979, after the draft finali- zed by the Alloy Steels and Special Steels Sectional Committee had been approved by the Structural and Metals Divisjon Council.

0.2 Schedules for wrought steels for general engineering purposes ( IS : 1570-1961 ) was first published in 1961. On the basis of the experience gained in the production and use of steels, the Sectional Committee has decided to revise the standard and issue it in parts. the standard are as follows:

The other parts of

Part I Steels specified by tensile and/or yield properties

Part III Carbon and carbon manganese free cutting steels

Part IV Alloy steels ( excluding stainless and heat-resisting steels )

Part V Stainless and heat-resisting steels*

Part VI Tool steels,

0.3 The following major modifications have been made in this revision:

a) Steel designations have been modified in -accordance with IS : 1762 ( Part I )-1974t. However, for the sake of identification old designations are also given within brackets.

easy

b) New grades 2C2, 5OC8,6OC6 have been added.

c) .Manganese content of grades CO5 ( 5C4 ), C55 ( 55C4 ), and C60 ( 6OC4 ) have been modified.

d) Mechanical properties for cold-drawn bars given in Table 3 have been modified on the basis of experience gained.

*Already published as IS : 1570 ( Part V )-1972. tCode for designation of steels: Part I Based on letter symbols.

3

Page 5: Is 1570-2.1schedules for Wrought Steels

B : %7o(p8tt 2/&C 1) - 1979

0.4 This schedule does not give limits for sulphur and phosphorus. These have to be specified in the detailed specifications. The standard ranges for sulphur and phosphorus and the method for designating steel according to its sulphur and phosphorus content, steel making practice and method of deoxidation is detailed in Appendix ‘ A ’ for information.

0.5 For the purpose of deciding whether a particular requirement of this standard is complied with, the final value, observed or calculated, express- ing the result of a test or analysis, shall be rounded off in accordance with IS : 2-1960*. The number of significant places retained in the rounded off value should be the same as that of the specified value in this standard.

1. ScofE

1.1 This schedule ( Part II ) is applicable to standards for carbon steels when it is necessary for the steel to be supplied to a composition within reasonably defined limits. This schedule is not intended to be used as a standard.

1.1.1 This schedule may be used for ordering steels provided no detailed specification is available for the particular steel.

2. GENERAL

2.1 While preparing Indian Standards, or revising existing standards, steels listed in this schedule shall be selected. The specification of mecha- nical properties different from those. given in this schedule should not be made unless special conditions of service render this essential. In that event, full reasons for the proposed departure from the steels specified in this schedule shall be submitted to the Alloy Steels and Special Steels Sectional Committee, SMDC 19, and its approval obtained.

2.2 In addition to specified mechanical properties, ranges for carbon and manganese are, laid down in the schedule ( see Table 1 ), but as in many cases, the steels of lower carbon content are required as rimming, semi- kihed or killed steel depending on the subsequent manipulation and condi- tions of service, the silicon content has not~been specified. Where necessary, the silicon content or the type of steel, for example, killed, semi-killed, etc, should be included in the standard. Since different levels of sulphur and phosphorus are required according to the severity of the conditions in service, limits for these elements are also not included in the schedule but should be specified in a specification at levels appropriate to the method of steel production, conditions of service, etc.

*Rules for rounding off numerical values (rcvhcd).

4

Page 6: Is 1570-2.1schedules for Wrought Steels

IS : 157O(Paft 2/Set 1) l 1979

TABLE i (IPECIPPID CARBOhIAND MANGANESE LIMITS

STE~CL DWIWATION [ SC6 IS: 1762 (PABT I)-19741 ~_-_-_-_---_~

Old

C Mn PBlWQtT hBCBNT

New (1) 2c2 4c2 ~5C4 7C4

lOc4 14c6

(2)

(s-4~) (co5) (co7) (-Cl0 )

(Cl4)

(3) (4) 0.05 &&TX 0.40 &fax 0.09 Mai 0.40 1”wix *lo Max 050 Mu 0.12 Max 0.50 Md* O-15 Max 040-0%6 &IO-O*18 0’40-0-70

IS : 48S2,4397 -

IS : 1812,2879,4432 IS : 1875, 2004, 4432,

5489 l5c4 15c8

0.20 Max 0*10-O-20

0*30-0.60 0-609’90

IS : 1812 IS :;U&lj, 6’y27, 1875,

9 - 2oc8 25C4 25C8

(C15) (C15Mn75)

(c20) (~25)

( C25MnE )

(C30)

0-15-0’25 0*60-090 0*20-0*30 0~30-0%0 ocm0.30 0%0-o-90

IS : 1875,2004 -

3oc8 O-25-0-35 0+0-090

3m 35c9

@30;040 9.3~0’40

~3O-O%g o%O-0.90

IS : 1875, 2004, 5517, 6967

3930,

IS : 1875, 2004, 5517,6967

3930,

IS : 1t;X,7 2004, 3930,

4oc8 45C8

(C35) ( C35Mn75 - )

(C40)

(C45)

@35-0.45 O-40-050

0%0-O% 0*60@0

IS : 5517,7226, 7283 IS : 1875,2004, 2507,

3930, 3261,5517

5oc4 5Oc8 5OC12 55c4

(C50) -

(CSOML )

(C55)

0-45-O-55 0.45.q55 O-45-0.65 0.50.0.60

O-30-O-60 0’60-0~ 1~10-1’40 0’30-060

. IS : 5517

IS : 2507, 3885, 3930 7226.8054.8055

5503 ( C55Mn72) @50-OfrJ o%O-0.90 IS : ;8;; 3445; 5517,

6Oc4 6OC6 65C6

(C60)

(0)

0.55-0.65 O%W60 0.55~0.65 ~50-0*80 @60-O-70 0’50-0-80

7OC6 (C70) 0*65-0.75 0*50-0.80

75C6 (C75) 0*70-0.80 0.50.0.80

8OC6 (C80) 0.75-0.85 @50-O-80

85C6 (C85) 0.80.0.90 0.50-O-80

98C6 (C98) 090-1.05 0*50-O-80

llYC6 ( Cl13 ) 1.05-l-20 0*50-0.80

IS : 1875, 2004,2507, 4072

IS : 2507,4072,7226 IS : 2507, 3885 IS : 2507.4072 IS : 2507,7226 IS ~2507, 3195, 7226 IS : 3195

Page 7: Is 1570-2.1schedules for Wrought Steels

IS : 1570(Part 2Bec 1) - 1979

2.3 This schedule includes specified tensile properties applicable to the different conditions, for example, Table 2 gives values for the hot-rolled or normalized conditions. These values are based on ruling sections up to 150 mm and for larger sizes,some adjustment of the specified tensile range for a particular range of composition, or conversely, of the specified com- position for a particular range .of tensile’ strength, may be necessary. Mechanical properties for cold-drawn bars and for hardened and tempered bars and forgings, together with the &es, to which these properties are applicable are given in Tables 3 and 4. Table 5 gives-the properties for case-hardening steels, that is, the properties obtainable in the core of case- hardened parts after refining and quenching. Some of the steels are used in the form of sheet and strip and tubes and the tensile properties of these are given in Tables 6, 7 and 8. For some purposes, a minimum yield stress is regarded as specification requirement and minimum yield stress values are, therefore, given for some of the physical conditions for inclusion in specifications, if required. Information on the assessment of the ruling section of bars, forgings and parts is given in Tables 9 and 10.

2.4 In addition, values for the specified minimum percentage elongation -corresponding to the specified tensile ranges are included. Different types of test pieces are used for the tensile test depending on the form of the material; for example, flat test pieces for thin plates, sections and flat bars; unniachined Found test pieces for small size round bars; and machined round test pieces for thicker plates, for larger size round bars and for square bars, and forgings. Since the percentage elongation depends on the relation between the gauge length and the cross-sectional area of the test piece, specified minimum values for the percentage elox?gation for the different types of test pieces are included in the schedule. These elongation values given are based dn a gauge length of 5*65drwhich is now internation- ally accepted. If test pieces of other than 5*6Wxgauge length are used, elongation conversion may be obtained from IS : 3803-1974*.

2.5 For tensile tests on tubes, the specified percentage elongation should be’ based on the recently adopted formulae of either ,950 divided by ! the actual tensile strength in kgf /mm* when using a gauge length equivalent to P65dxor of 1 100 divided by the actual tensile strength in kgf /mm* when using a gauge length equivalent to 44x

2.6 The notch toughness of steels after hardening and tempering is some- times assessed by an impact test and values for incorporation in speci&a- tions; if required, are given in the relevant tables of the schedule,

*Method for elongation conversions for steel (jut revision).

6

Page 8: Is 1570-2.1schedules for Wrought Steels

IS : 1570(Part 2/Set 1) - 1979

TABLE 2 SPECIFIED TENSILE LIMITS FOR PLATES, SEGTIONS, BARS, BILLETS AND FORGINGS IN THE HOT-ROLLED OR NORMALIZED

CONDITION

( Clause 2.3)

DESIGNATION ~_____A-__~

New Old

(1) (2)

TENSILE STRENGTH

ELONQATIO& PEBCENT, ‘Min

(3)

MPa*

(4)

7c4 (C07) 320-400 27 lOC4 (ClO) 340-420 26 14C6 (Cl4) 370.458 26 15c4 (C15) 370490 25 15C8 ( Cl5MnZ_5 ) 420-500 25

2OC8 (C20) 448-520 24 25C4 ( C25 ) 448-548 23 25C8 ( C25MnF ) 470-570 22

3OC8 (C30) 500-600 21 35c4 (C35) 520-620 20

35C8 ( C35Mn7J ) 550-650 20

4OC8 (C40) 580680 18

4568 (C45) 630-7 10 15

5oc4 (C50) 660-780 13

5oc13 ( C50Mnl) 720 Min 11

55C8 ( C55Mn75) 720 Min 13

6OC4 (C60)- 750 Min 11

65C6 (C65) 750 Min 10

NOTE - Minimum values for the yield stress may be required in certain specifi- cations and in such cases-a minimum yield stress of 55 percent of the minimum tensile strength should be satisfactory.

+lMPa = lN/mme = O-102 0 kgf/mme.

2.7 The specified mechanical properties are applicable to test samples taken from a standard location which’ should be included in the specification.

2.8 Any tests, for example, bend test, flattening tests on tube, etc, additional to the tests given in this schedule should also be specified in the standard as appropriate.

7

Page 9: Is 1570-2.1schedules for Wrought Steels

TABLE 3 SPECIFIED TENSILB LIMITS FOR COLD-DRAWN BABS 5

[ Clauru 0.3(d) and 2.3 ]

DEBIQNATION UP TO 20 XIim Ovm 20 mm cl----y #---A---_~ New

UPTo4Omm Old Tensile

Strength Elongation c--hp-l

Percent, Min Tensile Min

Elongation Strength Percent, Min

bfin

(1) (2) 00

(3) (4) (5) (6) MPa+ MPa@

1oc4 (ClO) 490 11 450 13 15C8 (C15Mn%) 540 11 510 13

2OC8 (C20) 540 10 510 12 3OC8 (C30) 610 9 570 10 4OC8 (C40) 640 8 610 9

5oc4 (C4.0) 670 7 630 8

55C8 ( C55Mnz) 730 7 690 8

OvEa 40 mm UP TO 63 mm

‘Tensile---y

“Zgth

Elongation Percent, iUia

(7) MPa*

410 470

470

530

570 610 670

(8)

15 15

15

12

10 9 9

s 0-s 63 mm I!

r-- --7 Tensile Elongation f

Strength Percent, ~Uin iuia t

3 (9) (10)

MPa*

360 18

430 18

430 18

490 15

540 12

590 10

630 10

*IMPa = lN/mma = O-102 0 kgf/mm%

Page 10: Is 1570-2.1schedules for Wrought Steels

IS : 1570(Part 2/Set 1) - 1979

TABLE 4 SPECIFIED MECHANICAL PROPERTIBS FOR BARS AND FORGINGS IN THE HARDBNBD AND TBMPERBD CONDlTION

( Claus& 2.3 )

DESIONATION TENSILE YIRLD IZOU LIMITING r--> STWN~TH STREsfB

ELONGATION, IMPACT RULTN~

New Old PERCENT,

Min Mill SECTlOlZ

(1r sPlroxrIED)

VALUE,

Ma

(IS SFEOUIED)

(1) (2) (3) (4) (5) (6) (7) MPae MPae Joules mm

3OCJ3 (C3O) 600-750 rww) 18 55 30

35C8 ( C35Mns) 600-750 400 18 55 63

44x8

45c8

18 17

::

41 100 35 30

:: .lOO 30

5oc4 (C5O) 700-850 46O 15 - 63 800-950 540 1s - 30

*IMPa = lN/mmr I 0.102 0 kgf/mm%

15 13

TABLB 5s;~S~D~CHANICAL PROPERTIBS FOR CASE-HARDENING REFINED AND QUENCHED CONDITION

( CORE PROPERTIES )

( Cku.u 2.3 )

DESIGNATION r-- -&---_y

New Old

(1) (2)

lOC4 (ClO) 14c6 (Cl4)

15c8 2oc8

(C15Mn75)

(C2O)

TENSILBI STSENQTE,

Min

(3) MPa*

500

500

500

500

ELONGATION, IZOD IVPA~T LIXITIN~ PEWENT, Min VALUE, Min RULING

(II SPWI~IED) SECTION

(4) (5) (6)

17

Joules mm

55 15

17

17

55

55

Over 15 U$F 30

16 55 30

l lMPa = lN\mm* = O-102 0 kgf/mma.

9

Page 11: Is 1570-2.1schedules for Wrought Steels

IS : 1570(Part 2/Set 1) - 1979

TABLE 6 SPECIFIED TENSILE LIMITS FOR MILD STEEL SHEET AND STRIP IN THE COLD-ROLLED AND ANNEALED CONDITION

( Clause 2.3 )

DESIGNATION TENSILE _--h--_-y STREFXITH

New Old Min

(1) (2) (3) MPa*

7c4 (CO71 300-380

1oc4 (Cl01 320-400

15c4 (C’5) 320-440

2OC8 (C20) 390-510

l lMPa = lN/mma = O-102 0 kgf/mmR

E~~NCUTION, PERCENT, Min, TEST PIECE, WIDTH 12.5 mm,

GAUQB LENQTH 50 mm

(4)

28

28

25

25

TABLE 7 SPECIFIED TENSILE LIMITS FOR MILD STEEL SHEET AND STRIP IN THE COLD-ROLLED CONDITION

( Clause 2.3 )

DESIGNATION T__-* ---7

New Old

(1) (2)

CONDITXON

(3)

TENSILE STRBN~TE

(4) MPa+

1x4 (Cl51 r Quarter hard

(I iZtfhard

390-470 470-570 570 Min

l lMPa = lN/mme = 0.102 0 kgf/mm%

10

Page 12: Is 1570-2.1schedules for Wrought Steels

IS : 1570(Part 2/Set 1) - 1979

TABLE 8 SPECIFIED -TENSILE LIMITS FOR, TUBES IN THE COLD-DRAWN AND ANNEALED CONDITION AND IN THE COLD-DRAWN

OR COLD-DRAWN AND TEMPERED CONDITION

( Clause 2.3 )

DESIQNATI~N COLD-DRAWN r-h___-) AND ANNEALED New Old --_-m-7

Tensile Yield Strength, Stress,

Min Min

(1) (2) (3) (4) MPa* MPa*

14C6 15C4 320 170 15C8 ( C15Mn7.5 )

’ 2OC8 (C20)-‘- 370 220

2X4 25C8 (C&!n!75 _> ) 390 250

35c4 35C8 ( &-it\5 ) 440 280

45c:a 5OC12 (C45)_ 1 ( C50Mnl ) 520 340 J

COLD-DRAWNOB COLD-DRAWN ANDTEMPERED

r---_-h---y Tensile Yield

Strength, Stress, Min Mi?l

(5) (6) MPa* MPa*

EI,~N~ATIoN ~PEIICENT,

Min

(7)

440

~520

500

33 1

42 2;; on gauge length

= 5*651/T

46 I or

580 47 -!l!F on gauge length

! 700 60 1

= 41/A

J *lMPa = lN/mma = 0.102 0 kgf/mms.

TABLE 9 CONVERSION OF RECTANGULAR AND SQUARE SECTIONS INTO EQUIVALENT RULING SECTIONS, OIL QUENCHING

( Claw 2.3 ) \~IDTIi OF THICKNESSOFSECTICIN SECTION ______---__L--_--_-_------_---\

10 20 mm mm

(1) (2) (3) mm mm mm

:x 10 14 ;;

4”: 16 17 22: 50 17 31

:: ii 17 32 32

100 120 :: 3333 140 160 180 200 225

17 33 17 33

:: z 17 53

250 17 300 :: 350 and over :: 33

30 40 50 60 80 100 mm mm mm mm mm mm DIAMETER O~EQUIVALENTROUNDS

(4) (5) (6) (7) (3) (9) mm -

s 40 43 46 47 48 48

mm mm mm - - -

mm mm .- -

- -

87 1 1:; 117 108

108 125 48 63 77 9, 112 131 48 63 77 91 115 136 48 63 78 z; 117 140

:t 63 5:

:: 92 119 120 143 145 48 49 63 7788 !z

121 148 121 150

120 mm

(10) mm

- - - -

-

130 146 148 154 X X X % X

140 . mm

(11) mm

- - - -

l:i2 X X X X X X X

x Greater than 160 mm.

11

Page 13: Is 1570-2.1schedules for Wrought Steels

IS : 157O(Part 2/Set 1) - 1979

TABLE 10 CONVERSION OF RECTANGULAR AND SQUARE SECTIONS INTO EQUIVALENT RULING SECTIONS, AIR COOLING

( C&use 2i3 )

THICENEFM or SBCTION WIDTH OF SECTION

(1)

mm

10 20 30 40 50 60 80

100 120 140 160 180 200 225 250 390 350 and over

10 20 30 40 50 60 80 100 mm mm mm mm mm mm mm mm

DIAMETEB OF EQUIVALENT ROUNDS

(3) (21 mm

10 13 15 16 16 17 17 17 17 17 17 18 18 18 18 18 20

(4) mm

(5) (6) mm mm

(7) 03) (9) (10) (11) mm mm mm mm mm

-

20 24 27 29 30 32 33 34 34 34 35 35 35 36 37 39

- -

30 34 38 41 45 47 49 50 51 51 52 52 53 54 59

- 1w) 1 45 51 49 55 54 62 58 68 62 72 64 76 66 79 67 81 68 83 69 85 70 86 71 88 78 97

- -

- -

61 70 76 82 86 90 93 95 98

100 104 115

- -

81 90 98

104 109 114 117 121 125 131 152

102 111 119 126 132 137 142 147 155

X

120 140 . mm mm

- - - - - - - - - - - _- - - - _c

122 - 132 142 140 152 148 x 154 x

x x x x x x x x

x Greater than 160 mm.

12

Page 14: Is 1570-2.1schedules for Wrought Steels

IS : 1570(Part 2/Set 1) - 1979

APPENDIX A ( Clause 0.4 )

NEW SYSTEM OF DESIGNATION OF STEELS

A-l. GENERAL

A-l.1 The new system of designation of steel is based on the draft IS0 proposal submitted by India to ISO/TC 17 a Steel ’ for formulation of an international standard. Details of the new designation system are given in IS : 1762 ( Part I )-1974*.

A-2. STEELS DESIGNATED ON THE BASIS OF CHEMICAL COMPOSITION

A-2.1 Unalloyed Steels ( as Defined in IS I 759&1974t ) - The code designation shall consist of the following in the order given:

a) Figure indicating 100 times the average percentage of carbon content,

b) Letter ‘ C ‘, and

c) Figure indicating 10 times the average percentage of manganese content. The figure after multiplying shall be rounded off to the nearest integer according to the rules given in IS : 2-1960$

d) If necessary, symbols indicating special characteristics as fellows:

1) Method of designation- Depending on whethe: the steel is killed, semi-killed or rimming variety, the following symbols shall be used to indicate the steel making practice:

i) R - rimming steel, and ii) K = killed steel.

NOTE - If no symbol is used, it shall mean that the steel is of-semi-killed type.

2) Steel quality - The following symbols shall be used to indicate steel quality:

Q1 = non-ageing quality, Q2 p= freedom from flakes, Q3 - grain size controlled,. Q4= inclusion controlled, and Q5 = internal homogeneity guaranteed.

*Code for designation of steels: Part I Based on letter symbols. *Classification of steels. JRules for rounding off numerical values (ret&i).

13

Page 15: Is 1570-2.1schedules for Wrought Steels

IS : 1570(Part 2/Set 1) - 1979

3) Degree of )wity-- The sulphur and phosphorus analysis ) shall be expressed as follows:

levels ( ladle

Symbol Maximum Content in Percent _--___A-__---,

Phosphorus Sulphur

P25 0.025 0.025 P35 0.035 0.035 P50 0.050 o-050 P70 o-070 0*070

No symbol will mean 0.055 0.055

The above symbols use the letter ’ P ’ followed by 1000 times the maximum percentage of sulphur and phosphorus, In case the maximum contents of sulphur and phosphorus are not -same, the following procedure shall be followed:

Symbol SP shall be used to indicate the levels followed by:

a) 100 times the maximum sulphur rounded off * to the nearest integer.

b) 100 times &e maximum phosphorus rounded off * to the nearest integer.

Example:

Maximum sulphur = O-045 percent

Maximum phosphorus = 0,035 percent Designation: SP 44.

4) Weldability guarantee - Guaranteed weldability of steel as deter- mined .by tests mutually agreed between the supplier and the manufacturer shall be indicated by the following symbols: W = fusion weldable, and W1 = weldable by resistance welding but not fusion weldable.

5) Resistance to brittle fracture - Symbol * B ‘, ‘ BO ‘, ‘ B2 ’ or x B4 ’ indicating resistance to brittle fracture based on the results of the V-notch Charpy impact test,

For steels B, ~BO, B2 and B4 a test should be made with Charpy V-notch specimens, taken in the direction of rolling with the notch perpendicular to the surface of the plate or product.

*Rounding off shall be done according to the rules given in 1s : Z-1960 Rules for ,rounding off numerical values (revtied ).

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Page 16: Is 1570-2.1schedules for Wrought Steels

IS : 1570(Part 2/Set 1) - 1979

Steels B, BO, B2 and B4 are characterized by an average V-notch Charpy impact value according to the following table:

Steels S’ecijied UTS Range r__________-_h_ -------------T

370 to 520 MPa* 500 to 700 MPa* ~~~~~~-_~~ r-W----_A--,~

Energy Tempe- Energy Tempe- rature rature

(1) (2) (3) (4) (5)

J “C J “C

B 28 27 40 27

BO 28 0 28 -10 40 0

B2 28 -20 28 -30 40 -20

B4 28 -40 28 -50 40 -40

6) Surface condition - The following symbols shall be used to indicate surface condition: Sl = deseemed or scarfed;

S2 = descaled; s3 = pickled ( including washing and neutralizing ); S4 = shot, grit or sand blasted;

S5 = peeled ( skinned ); S6 = bright drawn or cold rolled; and S7 = ground.

NOTE - If no symbol is used, it shall mean that the surface is in as-rolled or as- forged condition.

7) Formability ( applicable to sheet only ) - The following symbols shall be used to indicate drawability:

Dl = drawing quality,

D2 = deep drawing quality, and D3 = extra deep drawing quality.

NOTE- If no symbol is used, it shall quality.

mean that the steel is of commercial

*lMPa = lN/mmg = 0,102 0 kgf/mm?

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Page 17: Is 1570-2.1schedules for Wrought Steels

IS : 1570(Part 2/Set 1) - 1979

8) Surface jnish ( upjdicable to sheet only) - The following symbols shall be used to indicate the surface finish:

Fl I general purpose finish, F2 = full finish, F3 = exposed, F4 = unexposed, F5 s matt finish,

F6 = bright finish, F7 =i plating finish, F8 = unpolished finish, F9 = polished finish,

FlO = polished and coloured blue,

Fll = polished and coloured yellow,

F12 = mirror finish, F13 = vitreous enamel finish, and

F14 = direct annealed finish.

9) Treatment-The following symbols shall be used to indicate the treatment given to the steel:

Tl = shot-peened,

T2 = hard-drawn,

T3 = normalized*,

T4 s controlled rolled,

T5 = annealed,

T6 = patented,

T7 = solution-treated,

T8 I solution-treated and aged,

T9 = controlled cooled,

TlO = bright annealed,

T11 = spherodized,

T 12 =is stress-relieved,

T13 = case-hardened*, and

T14 s1 hardened and tempered. NOTIC - If no symbol is used, it means that the steel is hot-rolled.

*Includes tempering, if done.

16

Page 18: Is 1570-2.1schedules for Wrought Steels

1s : 1570(Parf 2/Set 1) - 1979

10) Elevated tem#erature properties - For guarantee with regard to elevated temperature properties, the letter ‘ H ’ shall be used. However, in the designation only the room temperature properties shall be shown. Elevated temperature properties shall be intimated to the purchaser separately by the manufac- turer.

11) Cryogenic qualify- For guarantee with regard to low temperature properties, the letter ‘ L ’ shall he used. However, only the room temperature properties shall be indicated in the designa- tion.

Examples:

21C5BO Semi-killed steel with average 0.25 percent carbon and 0.5 percent manganese content and resistance to brittle fracture grade BO.

45ClOW Steel with average 0.45 percent carbon, 1 percent manganese and guaranteed fusion weldable.

17

Page 19: Is 1570-2.1schedules for Wrought Steels

IS : 1570(Part 2/Set 1) - 1979

( Confind from -page 2 )

MtTlbnS Snxu M. K. DUTTA

Representing Steel Authority of India

Plant ), Durgapur Snrtr R. C. JHA ( Alternate )

JOINT DIRECTOR (MET), MinistryofRailways RESEAROH DESIGNS & *

Ltd ( Durgapur Steel

STANDARDS ORQANIZATION ASSISTANT DIRECTOR ( MS ) ( Alternate )

DR N. KONDAL Rno Bhabha Atomic Research Centre, Trombay SHRI K. BALARAMAYOORTHY ( Alternate )

DR N. MOHAN Bihar Alloy Steels Ltd, Ranchi DH R. V. PATHY* Allov Steels Producers Association of India,

SI~RI M. K. PRAMANIE S~IRI R. C. PRASAII

SI~RI D. K. DAS ( Alferaate) Srin~ A. K. ROY

SSllI A. R. V. SURRAMANIAN

DR G. VENKATARAMAN

Bombay Iron & Steel Control, Calcutta Heavy Engineering Corporation Ltd, Ranchi

Association of Indian Automobile Manufacturers, Bombay

Mahindra Ugine Steel Co Ltd, Khopoli Bharat Heavy Electricals Ltd, Tiruchchirappalli

*Dr B. V. Psthy is also alternate to Shrl A. R. V. Eubramanlan represecting &hi&a Uglne Steel 00 Ltd. Khopoll.

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Page 20: Is 1570-2.1schedules for Wrought Steels

BUREAU OF INDIAN STANDARDS

Heedctuartem

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