इंटरनेट
मानक
Disclosure to Promote the Right To Information
Whereas the Parliament of India has set out to provide a practical regime of right to
information for citizens to secure access to information under the control of public authorities,
in order to promote transparency and accountability in the working of every public authority,
and whereas the attached publication of the Bureau of Indian Standards is of particular interest
to the public, particularly disadvantaged communities and those engaged in the pursuit of
education and knowledge, the attached public safety standard is made available to promote the
timely dissemination of this information in an accurate manner to the public.
“जान1 का अ+धकार, जी1 का अ+धकार”
“प0रा1 को छोड न' 5 तरफ”
“The Right to Information, The Right to Live”
“Step Out From the Old to the New”
Mazdoor Kisan Shakti Sangathan
Jawaharlal Nehru
IS 3443 (1980): Crane rail sections - [CED 7: Structural
Engineering and structural sections]
“!ान $ एक न' भारत का +नम-ण”
Satyanarayan Gangaram Pitroda
“Invent a New India Using Knowledge”
“!ान एक ऐसा खजाना > जो कभी च0राया नहB जा सकता ह”
है”
ह
Bhartṛhari—Nītiśatakam
“Knowledge is such a treasure which cannot be stolen”
IS s 3ff3· 1980
(R........ l"')
Indian Standard
SPECIFICATION FOR
CRANE RAJL SECTIONS
( First Revision)
Fifth Reprint JULY 2001)
UDe 669.14-424:621,873
BVRBAU
.
or
_ C'IJnl4l J981
IHDIAH
STANDARDS
MANAs. BKAVAN, t BAHADUk SHAH ZA'Ak MAllO
• Haw DELHI 110002
"
MtII'ch 19M
II. Ma.t_
Indian Standard
SPECIFICATION FOR
CRANE RAIL SBCIlONS
( First Revision)
S,mclural Sec:tions
~ctional
C'.ornmittee, SMDC 6
(,.IM/rHta
~1I.f
M.
DIIA•
.\1,,,,",,
~1I.1 ~. &MUJIII!.
1;11'\."
~1lI"
Garden Reach ShIpbuilder and EnJinccn Ltd,
}tC\.kollin, Mm. .o\IIoc:iatioD 01 India,
Calcut..
N. B"ATT,\Cn".\',\
ealQi_
Sted Authorltr or India Ltd, Bhilai SltC' Plant,
Bbilai
SM" N. S. Cu~nan
8... V.
lfUltuXOAl'f
(.4iIIIwIII)
SKa. B. 8. CIIAQAv.an
SlIa. A. K. s..0Nt (.4111,.)
s.... O. S. 011.\1
Stlaf O. GADfI
S"a. S. K.
Superintendence Co 01 India (PYt) l••d. c.lcu'ta
M. N. DuNr ~ Co Pvc Ltd, ~lnatta
Tata Iron .nd Steel 'Co Ltd, Janllhcclpur
M.\nAPATilA (.fI"",';)
SMa. S. B. ('.u .....\
Snat P. C. MutT"" (.4Itm1t1)
Jnlpccdon Wi. .. Directorate General of Supplies
and DiIpoaaIa, New Ddhi
5.. a. M. P. JAlCJJA
Steel.~ulhority otlndia Lid, kawch and {)e\·clop.
.101M.
).(Iaiatry
Sua. OK KIIOIt.4
E~CC
•
0 •• II C TO. STAlfD,\a.
(WAOOM I). RDSO
JOlt" Daaar.aroa ST.....DMIII
(8 AS), RDSO (.flltfWII)
aw:nt Ca\are lor IroD and Steel, Ranchi
ot Railwaya
Projeccs Pve IMI, QlcuUa
Sill.. S. N.lmol' (••""')
S.... P; loAXAlmARAv....."
Hlndultan Shipyud Ltd, Vilhallha.......m
5"a. \'. A. S. NAaAV"ltA llAO (...."".,,)
SUIU S. K. )1n'aA
IndIAn Iron " Steel Co Ltd, Burapur
SH" S. Dun... (~)
SfllU P. K. MUtaIUJU
The Braithwaite and Co Ltd, CaJcutta
Snae I\MIT Kwu BtIATTACI'U"A (.ct",.,,)
(~.,.,,2)
M,.'-J
/l9rUl.,in,
Metalharrical It Enpneerinl Conaultantt (India;
,
Ltd, Ranchi
Sua. KArow. PAAXAII' (.411" ..",- _
5uu D. B. NAIK
EbPnecr.in.Chier. Branch. Army Head.quartel"
MAJ G. S. SoNDH (.4lltr,",lI)
·
St.RI P. V. NAlx
Ilicbarcbon and Cruddal Ltd, Bon,bay
SHU P. S. IlAMOAVlTTALAN
Iron " Steel Control, Calcutta
Juo L. V. RAMAIUUlHNA
J",titucion of EnJineerl (India), Calcutta
SHill S. Roy
Steel Authority of Jndia Ltd, Bokaro Steel Planc.
Bokaro
M. V.
SHU
SHU
NAOUHAIAH
K. V. RAo (AI""",,)
SHa. S. K.
SADHU
Je80P It Co Ltd, Calcutta
SHaI S. C. CHAXLUAan (.4"""''')
SIW M. C. SAuHODHAIl
Stup Consultanu Ltd, Bomba)'
8Mat M. K. CHATrDJ". (AI,,,,..,,)
SIW D. SIUHIYAMN
Joint Plant Committee, Calcutta
SHU B. P. OHOIII (.4lUr"ot,)
SHill K. S. SatNlVAIAN
N.lional Duildin,. Organization, New Delhi
SIW A. K. LAL (.4lII""")
SHill Su8....TA koy
Steel Authority or India Ltd, Rourkela Steel Plant,
Sfllll
V. P. AaARwAL (Al,.,.,,)
Ilourkcla
K. SuaYANAaAYANAN
Indian Alulniniu.n Co Ltd, r~lcutla
SHU R. K. ManA (~,,)
SHIU D. 1iaauvaNOAIWI
Tube Invatmenu
India Ltd, Madra
SHaI M. SA.!ac.AaAN (Al""",,)
SHIl. C. R. RAIlA RAO,
Diftctor General, lSI (&-o.ffi&io M,m6Ir)
Direc\or (Struc tt Met)
Slutl
or
s",.,IlJ'.1
SIIaI M. S. NAOAaA.l
Deputy Director (Struc It Met), lSI
Panel for Crane Rail Sections, SMDC 6 : P4
c..,."
SHa. D. OU)H
The Tala Iron " Steel Co Lcd.Jallllbedpar
M"""'J
SIW
J. L. AOOAaWAJ.
S
S
P. o. IlAaDHAN
A. K. lANaaJu
SHaa D. S. DIw
CHOUDHU&Y
CnIIa and Allied Appliances Sectional Committee.
SMDC 26, lSI
Co Lui, Calcutta
CnDCI ud AWed ApplianceIScctional Committee,
SMDC 26, lSI
)L N. Dutur • Co PYt Ltd, Calcutta
.-.waite.
(C.Ii. ~,." 16)
AMENlKNT NO. 1 OCTOBER 1983
TO
15:3443-1980 SPECIFICATION FOR CRANE RAIL
SECTIONS
A1teratf ons
---_.-.-
(pag. 11, Plg.3, dimenaicm) - Substitute
'13.89' for '19.89'
and
'20.64'
fo~
'2.84'
(Pags 11, Pig.4, dirrttmaicm) - Substitute 'RS'
fop 'R23.8'
(amc 6)
Printed at Prlntograph, New DcIh, Ph.: 5726847
IS.Ma . . .
Indian Standard
SPECIFICATION FOR
CRANE RAIL SECfIONS
( First Revision)
o.
FORE WORD
0.1 This Indian Standard (Pint Reviaion) was adopted by the Indian
Standards Institution on 4 June 1980, after the draft final~ by the Structural Sections Sectional Committee had been approved by the Structural
and Metals Division Council.
0.2 This standard was first published in 1966. In this revision the range
of rail sizes has been enlarled to include some of the sections commonly
used in the indwtry.
U :\ supplementary lilt of rail seetioRf covering the 125 kg/m rail (earlier
designated as OR 140) a few non-metric railway rails anel some non-metric
and metric crane rails which are in regular use IS given in Appendix A.
0.. In the formulation of this standard assistance has been deriveddrom:
IRS-TI2-64 Flat bottom railway rails, Ministry of Railways, Govemment of India.
.
GOST 4121-76 Crane rails pud'\ntvennyj komitet standartov~ Meri
Izmeritel'nyh Priborov SSSR (USSR).
o.s
For the purpose of clecicling whether a particular requirement of this
standard is complied with, the final value, observed or calcUlated, expressing
.the result of a test or analysis, shaU be rounclecl oft' in a.ccordanCe widi
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.
I
J. SCOPE
1.1 This standard lays clown the dimensions, shape and other requirements
of crane rail _tiORl•
•Ilula (or roundi." off numerical valua (,..".,.
3
· IS
I
3443·
I_
2. GENERAL RE(lUIREMENTS FOR THE SUPPLY OF MATERIAL
2.1 General requirements relating to lupply of material shall be as laid
down in IS: l:i87·196i·.
3. DESIGNAnON
3.1 Crane rail section, conforming to this standard shall be designated by
the letters IS(:R followed by the bead width of the l°al1 section in millimetres,
However, the crane rail sections covered in Appendix .:\ shall be designated
by the weight in kg/me
3.2 For shop marking and drawing office purposes, abbreviated reference
symbol (:R instead of ISCR may be permitted provided specific understanding exists between the producer, drawing office and fabricator.
4. CHEMICAL COMPOSmON
4.1 The material when analysed in accordance. with the appropriate part of
IS : 228t and its relevant parts, shall have any of the chenucal compositions
on the finillled product given in Table 1. The location of sample for
chemical analysis shall be as shown in Fig. I.
TAaLE 1 CHDllCAL COMPOllTlON, 1'alC8NT
S
Si
C
DWONATION AOOOaDlNO TO
Mn
IS: 1762 (Part 1)-1974·
NEW
OLD
55Cll
C55MnJ
o-5Q.Oo6Q
0095-1·2S
50C12·
C50Mnl
0-40-0-60
()o9().1·45
·Co:le
or dctilnalion or steel:
P
Ma
Ma
0-05-0- SO
0-060
0·060
0-03-0-30
0-060
0-060
...A--
Part I Based on letter .ymbols (Jr,' ,mriM).
S. TENSILE PROPERTID
5.1 The tensile test specimen shall be located as shown in Fig- 1 when
tested in accordance with IS : 160a.1972:, the steel.hall have a minimum
tensile strength of 710 MPa (72 kcf/mml}t with a minimum elongation of
14 percent on a ~uge lentrth of 5·65\11) where So ;. the area of croll
secnen of the specimen in tfie g-.a. length.
-General reguiremeDti tor the ~y of metaUuflica1 malleriala (Jim . . . . .).
Metbods or chemical aDaIysia ot.teeII (IecoacI nriIoIl ~ iIIueCIln ,.na).
+ Methoda tor tenlile testi. . ol.teeI products (Jm mUiM)_
t
,
4
Flo, I
LocATION
or s.w,La PO. ClDMlaAL ANALYSIS
Tit_La TarrlNo
AND
I. JlAlU)NDI
1.1 The hardne.. of.he rail head when tened In accnrdance with IS : '15001968* .hall be not lell than 200 HS,
7. IAMPLING
7.1 The number oC ~mplea to be tested Cor chemical analyail, tenaile propertiel ancl hardneu ahall be one for every J00 tOMeS or part thereofautiject
to ft minimunl or 'one lpeclmen per cut.
"
I. DIMINIIONI, TOLDANCII AND IICTIONAL PROPBIlDlI
."
1.1 The cUmenalpna of crane r&U IIttlona .hall be .. liven in TaWe 2.
C:&lculated sectional propertiel baled on thete dimenaioftl are liven in
Table S.
.
1.2 The tolerance. on varlou. dJmenaJona of crane rail actions Iha1l be
nl liven In Table 4.
·
U The dlmfnaiona or or the rail .edanl commonly _ In the
country are covered In Appendix A a " wltb relevant tolerances and
lICtloaii .properda.
'Method lor . . . . . . . . . ., ........ (JNI "").
5
III Md. 1 .
TABLE 2 DIMENSIONS OF CRAN& IlAILS
(Cl.uu 8.1)
x---
DIIIONATION
x
..
DIIII&I'I.IONl,
mm
,--•4
B
C
D
E
F
C
H
(3)
(4)
(3)
(6)
(7) (8)
(9)
90
55
.'10 2';
20 20
9·70 300 26 18
Ii
6
5
1·5
ISCR GO 105 105
6.')'
liO 27·5 24 22
9·82 3.;0 32 20
Ii
6
5
\.;,
32 26 9'75 .fOO 44- 21i
.8
8
Ii
I',j
(I)
ISCR
(2)
~
90
._'-----~
R. R.
R~
R. R•
If,
R,
(10) (II) (12) (13) (14) (15) (16)
ISCR 80 ISO 130 87
803J
ISCRIOO 150 150 lOS
100 40
38 SO 11·2
+50
8
8
8
2
15CRI2O 170 170 129
120 +5
++ 35
500 S6 3+ '8
8
8
2
I5ORI40 170 170 150
140 50
GO 40 2006
700 GO 40 10 10 10
S
15-3
50 30
iso
I. raEEDOM nOM DEI'BCTS
t.1 The rails Ihould be reuonably Cree &om twilt and the camber .hall not
exceed 0·2 percent of the 1enatL
1.2 The uymme~ or. the rail CI'OII ICCdon with respect to the vertical axis
sh~l not eXceed 2 mm and 006 mm in the raU ftanlC and he-ad ·~cdv~ly.
.
.
,
",
~
6
,
q
!
DIMfS·~
T. . . . S IIlCTIONAL
0.0MftOIf
Cull
Slr.cmoetAL
W~
O. CRANB JI.AIL acTIONI
(p.. ...)
MOIm..,..
POImoNI
CIItru
OfOaAvmo
Of
AUA
(I)
nona:na
.
,. • ,.
(S)
(2)
(5)
em
em
+52 +68
+85 5-67
60+7 6·53
7·63 7·S7
..69 ..SI
..75 ..25
""-
em'
29-8
CR50
"·0
4000
CIl60
51·0
CR 8Q
6+2
81·8
CRl00
liS
89-0
118
Clll20
151
CRI~
147
187
eOn th. bul. or clcnlily or
I,
I.
(4)
(7)
(6)
em·
em·
157-5
II'"
65f06
195-9
1524
468·6
2.806
920
.. 1M
1672
5528
2609
.teII.,.., q/dm'.
TAaLB t
S8Cl'lOH MOOUUl
CW
.N&aTfA
..57
I
\
~,
.Y./6,
(8)
(9)
em'
em'
760+
116
2SS
SII
577
670
(10)
em'
24·8
37
12·1
123
191
307
1
/~
82'8
IS6
2!S
368
552
632
-(./'.
'I'OIDANCIS
(etc.
8.2)
.0\11 eli. . . . ill miJUinctrei.
RAIL S&C1'IOIf
f"
ISCR ~. 60 and 80
:1:2
•
:2
Isea 120 aacll.o
ISCR 100
+2
-s
Thicknc:u or head
:1:1
:l:1
:1:1
Flanpwlchh
:1:2
+2
-S
-f
*2
:t:2
:2
:1:1
:1-5
:1:2
+100
+100
+100
Web thic:kn.
·!WIh1
Len"
..
o
o
+S
+S
-2 percenl
-2J*C1ftt
+2
o
+S
II. MAltKING
tOot Orane raillCCdona aha11 be rnarIcid with the toUowm, dctaila:
a) ManuJactunr'. identi8cadon lnark, and
b) Dclisnation (III 1.1 and Tables 2 and 3).
7
,
.-2perocnl
IS
I
MG· 1980
10.1.1 The material may also be marked wuh the lSI Certification Mark.
or
or
NOT'" - The &lie
the lSI Certilicadon Mark iI IOverned bv the proYilionl
th.Indian Standarda lnatitution (Certification Marb) Act and the kules aDd Replauo,."
made thereunder. The lSI Mark on productl covered by an Indian S&andard convey.
the uaurance that they have been proct'.lcc:d to ~Iy with the requirements 01 thal
standard under a well-defined lyst4:ln of inapection. teltina and quality control which
is devisedand supc:rviled by ISf and opl:I"a&ed by &he producer. lSI marked produeu an:
allO contilluoully checked by lSI lor conformity to that standard •• a further .repard.
Details of· conditions under which n 1iccnce for the usc of the lSI umifieation Mark
may be ,ranted to manuracturcn or proceuorl, ma)' be obtained from the Indian
Sta.ndard. Institudon.
APPENDIX A
(Claus,s 0.3 tlnd 8.3)
SUPPLEMENTARY UST
or
CRANE RAIL SECTIONS
A.I. The dimension! of 22, 30. 32, .3, 4~)t 52A, 52]), 57, 67, 74, 75, 101
and 125 kR/m crane raillectionl are Riven in Table 6 and ~·iJt. 2 tn 8. The
Icctionnl properties arc given in T"blr ~).
TdLl5 IBCTIONAL ,aonaTIII or NON·MlTlUC CItANB RAIL
acmONI
I )I£"US,\"IO~
AMI';'\
\VI.OII'r
~tOMtHT
01'
1,.f\MT.I\
."jt;ttrff)S
~fonul.l'"
I••
(~'t
(1)
clnt
kI/'"
28·:t
22
38·0
!(I
..0-7
32
n!\·,.
,,'i·n
(W'·.'
43
4.'\
~"i·7
!i2·1
.12·2
.;7
67
,..
~
72·1
OJ'.
!lJ·R
101
o~.·u
1~9
12.';
I,jlJ
7:\
01'
TO
Nll.·'rat.\L
J"ln.IT An,.1-
~,~
r, ..
AXil
It
(G)
(")
(;;)
"'' "
em'
(,,,:1
2~'~
:tl·U
43·r.
+t,.r;
91
tR:l
327
I MI..
a~'1
120"
.12·2
I 2711
5+.l
:l70.'
Mi·..
(17·0
74·..
7:.·~
101
122
27· .•
lUi
't"·~.
79·7
nSI
21~
I~
1·7~
(7;
em
(8'
3-31
'ralll.· h
4·23
~·II
:.·87
'·RA
2·4:l
4·44
r,,!u
IfNI
31 I
17ft
2"4
!\·ti3
'·07
t7U
8
em
4·27
4·97
I~l
"9:1
U8H
14:10
37 .....
D'tl'r.\NOtH 1(t;r.:,u·:NC...
c;vM.\Tln~
(3,
~H·H
R,\D'UI
01'
s·o~'
Fl•• 2
Tabl., ,.
T.ble t,
I"i•• :4
4
'i•. r.
'·aNI F.,.
"·n.
'.·4:'
~)·nn
8·70
!I'2'
r.·~1
.'i,...
Tuhlr ..
"~7In
'ra
f\
:l"!'
S·S~
r.·70
TAbla h
4!t~
4·1\7
7·rJO
" •• 8
• • Ma.I_
TAQ • DIMSNIIONI or tit . . . . 17, 7S AND III KGIII
CL\NB am. IIGnoNI
(CIftsf A-I)
--"'T
r'~",,_ _
H
DuoNATION ,
,
II
DlMIIIIIO"
mm
,/,
..
•
(I)
(2) (S) (4) (5) (6) (7) (8)
22
45 125 54 24 14·5 II
8
55:1
24
20
4
S
4
'. '.
.
!'
'2
55 150 rl6 SI 1705 1205
9
65:1
28'5 25
5
5
5
G
5
4'
57
65 17!t'" '8 1820
14
10
75::i: I
34
G
s
5
6
5
75200 90 4' 22
1$04 II
8~±1
,g.~
8
6
G
6
75 100 200 100 6021
IG·5 12
95: 1·5 450S 4t
10 G
G
•
8
6
10
G
D
101
B
II
la I.
120 220 120 7210
20
H
(9)
B
'1 " '.
(10) (II) (12) (IS) (14) (U) (16)
30
35
i4 105;1: loS 55'5 4'·5 10
G
10
.-2. TOltDANCII
M.l The tolerancea on the dimt.nalona and weicht of crane ralls cowred
In thl. appendix .h.U be .. ,Iven In Table 7.
9
IS. Ma·l_
T.dt& 7 TOLJ:ItANCU
(a.. A·2.1)
AD dimensionI in miUimetra.
RAIL SacmoH
.
DaM&HIIOl'll
i
22,32,4Sand 3O,45kt/m
75lrc/m
57 kif",
+().80
Read width
:1:2
:2
-().40
Thicknal 01head :i:1
:1:1
:1
:I:().80
FlaDpwidtb
+2
:i:2
Web thiclcneu
:i:2
ReiChl
:i:1
LenJlh
+100
Weithl
+3
-2 percenl
0
+0·80
-().40
+().SO
-().40
+100
0
+3
-2 percenl
-3
±2
\
$7'1,52'2,67,74 101 Irc/m
ancll251rc/m
+2
+2
-3
-5
:1:1
:1:1
+2
+2
-4
-4
:1:2
:2
:1:1·5
:1:2
:1:2
+100
0
+3
-2 percenl
+100
+100
0
+3
-2
0
+3
-2 percent
N
e::g
'"
e:-
.
"N
.J
-.
0
~
i
X
X
R1·58
All dimenaionl in millime.,..
FlO.
2 30 ks/m
CRANa RAIL SECTION
to
--
10 •
.°
3
43 kg/m
CRANE RAIL
X
Sscrrox
AI diaacnIions ia ..utieDeUes.
136·53
R 31.00
10 CEN1RE OF
9..9 -
•
an
-.
...
=•
Flo."
---t---X
52-I kg/an
GR_",~E RAIL SECl·.O:-l
All dimensions in millimetree.
.122-2
-------f--
X......
M
•
~
.•
. ...
R4-e
..
i•
i
II',.....
. '"..•
•,.:.
II
.,
- •iil
x
X
~
AU
1,'.0.
cIImeNIOM
5 52'2 q/m
in millimetre••
CRANK RAIL SECTION
12
IS. Ma.l_
...
..
_....I
'"
..D
3
C"'\
I
CD
"""-;':-<l.!
'"G'
C"'\
I
<;>
l""
CD
"K
-4
&it
....
"
~
co
-
I
12·2
25·'
I
- ;~-~ ,
.
IQ
.I
X
)(
g
0
I
21'6
N
N
.1 •
All climensioDl in miBimetrca.
Flo.
6 67 kg/m
CRAm RAIL SECTION
13
IS: 3H3.1_
1£.'
"'"
K:.R8'7
.
....
N
&It
..
,
H
)II
en
X
-.
~
-
~1'7
&h
.)
.1I.---f'.~6-'
x
R,.,
-
,.. rC"R6.'
I
N
190·5
All dimensions in millimctra.
Flc.
7 74 kg/m
CRANE RAIL SECTION
14
.L_."
-.....
IS
~._ ..__ ._. __..•__
.. 149......_ •._ .•.
I
Mt3·1_
_
3S
140
AD dimensions in millimetrcs.
FIG.
8 125 kgfm
CItANIt RAIL SECTION
15
III MG-l_
(CMIiImMI ftMt
,."
.,,.,.,s
S"aJ S. R.
2)
Rqr,,,riIiIa,
Sleet AUlhol'ity of India Ltd, Rourkel. Steel Plant.
Rourkela
JAIIWAL
SHit' l ', P. HULANI
( ... It,,,..Ct)
K. K. MANUAL
SllItI P. VIIWAItA"YA
Saun B. P. "1A1T1
~1I.1
S. K.. MITRA
Sua. R. N. SI1tl1A
SIIIU
Iron a Steel en Ltd, Jal1l1hedpur
(."'1,,,,.") Tata
l\fetallurliC'.al and EnPlleeri1l1 ConIultulil (India)
Ltd. Ranchi
Indian Iron Ie. Steel (:0 Ltd, Burnpur
Cranes and t\"ied ~'ianca Sectional Committee.
SMDC 26, lSI
16
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